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HomeMy WebLinkAboutResolution - 2022-R0109 - Contract 16114 with Lone Star Dirt & Paving 3.8.22Resolution No. 2022-RO 109 Item No. 7.1.1 March 8, 2022 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Public Works Contract No. 16114 for 114th Street Paving Improvements Slide Road to Quaker Avenue as per RFP 22-16114-TF, by and between the City of Lubbock and Lone Star Dirt & Paving, Ltd of Lubbock, Texas, and related documents. Said Contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on March 8, 2022 DANIEL M. POPE, MAYOR ATTEST: Rebec a Garza, City Secret ry APPROVED AS TO CONTENT: C� Jesica McEachern, Assistant City Manager APPROVED AS TO FORM: elli Leisure, Assistant City Attorney ccdocs/RES.Contract 16114 — 1141 Paving Slide to Quaker 1.31.22 PROPOSAL SUBMITTAL FORM PRICE PROPOSAL CONTRACT DATE: f'--d0 --.2, PROJECT NUMBER: RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue Proposal of e -Rio n L-4 hereinafter called Offeror) � To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Ladies and Gentlemen: The Offeror, in compliance with your Request for Proposals for the 114th Street Paving Improvements Slide Road to Quaker Avenue having carefully examined the plans, specifications, instructions to offerors, notice to offerors and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated. The price to cover all expenses incurred in performing the work required under the contract documents. Alternate Bid 5 ITEM DESCRIPTION QTY 1.00 U/M LS UNIT COST $401,011.59 EXTENDED COST $401,011.59 A135-1 Right of Way Restoration PROPOSED CONSTRUCTION TIME: 1. Contractors proposed CONSTRUCTION TIME for completion: TOTAL CONSECUTIVE CALENDAR DAYS: /D (to Substantial Completion) 1 TOTAL CONSECUTIVE CALENDAR DAYS: J 1-/C (to Final Completion) (not to exceed 510 consecutive calendar days to Substantial Completion / 540 consecutive calendar days to Final Completion). Offeror hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed" of the Owner and to substantially complete the project within 510 Consecutive Calendar Days with final completion within 540 Consecutive Calendar Days as stipulated in the specification and other contract documents. 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00'OOS4i Va 0 (i AZ) SjWVd a2lflO St, -I# 00't'Z9`I8t7 0079 AS Z9Z6 GO SYlVMOQIS ONOO bt,-I# 00'06t,`86 00'L9 AS OLM (ONOO) SAVM3AI2IQ Et, -I# 00'SZS48£i 00'9L AS LbBi (ONOO) SNOILOgS'dgLNI Zt-i# 00'08Z`8I 00'0t, al LSt7 (H,LOOLMVS) ldglLflJ T i UnD ONOO It, -I# 00'IOt,4SSi 00'61 Tl 6LI8 (V AZ) 2Ig.LZfIJ ?8 MMD ONOO Ot� I# 00'0Z£ 00'ti all 08 (gAOW9-d) SJO'I .LNOO NSO-d9 JHQOIU 6E-i# asoO aaiad wfl -/+ swall # papualxd Mufl AZa XZ 13I3oggnrl jo 'pj-1 flnIALd 7Y I.nQ AUJS anoZ anuaAV .iax9no of pnog ap!IS sluaManoAml lluiAnd Iaa qS glt,I I 3.L-bIi9I-ZZ dju s3aoM ailgnd X.L 13iaoggn'I.Io Sj!a City of Lubbock, TX Public Works RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue Lone Star Dirt & Paving, Ltd. of Lubbock, TX # Items QTY +/- U/M Unit Price Extended Cost #3-2 EMBANKMENT (FINAL)(DENS CONT)(TY A) 2008 CY 9.00 18,072.00 #3-3 CONC PVMT (CONT REINF - CRCP) (9") 39341 SY 94.00 3,698,054.00 #3-4 MOBILIZATION 1 LS 190,000.00 190,000.00 Alternate Bid 3 #4-1 IN RD IL (TY SA) 30T-8 (250W EQ) LED 31 EA 3,300.00 102,300.00 #4-2 ELEC CONDR (NO.8) BARE 10280 LF 1.25 12,850.00 #4-3 ELEC CONDR (NO.8) INSULATED 21020 LF 1.30 27,326.00 #44 ELC SRV TY A 240/480 060(NS)SS(E)SP(0) 2 EA 6,875.00 13,750.00 #4-5 MOBILIZATION 1 LS 8,000.00 8,000.00 ternate Bid 4 1 PREPARING ROW 5 STA 12,000.00 60,00 . 0 #5-2 REMOVING CONC (PAV) 356 SY 25.00 8 0.00 #5-3 OVING CONC (SIDEWALKS) 99 SY 20.00 1,980.00 #54 RE VING CONC (CURB AND GUTTER) 164 LF 15.00 2,460.00 #5-5 REMO G CONC (MISC) 120 SY 25.00 3,000.00 #5-6 REMOVIN TAB BASE AND ASPH PAV (2"- 1553 SY 13 20,189.00 #5-7 EXCAVATION OADWAY) 1270 CY 6.00 7,620.00 #5-8 EMBANKMENT ( AL)(DENS CONT)(TY A) 26 CY 9.00 234.00 #5-9 FURNISHING AND PL CING TOPSOIL (4") 1749 SY 40.00 69,960.00 #5-10 DRILL SEEDING (PERM) URAL) (SANDY) 1749 0.75 1,311.75 #5-11 FL BS (CMP IN PLACE)(TY A R 1-2)(12") 1840 SY 30.00 55,200.00 #5-12 4" TYPE B HMAC (BASE) 16 SY 24.00 40,560.00 #5-13 2" TYPE C HMAC (SURFACE) 690 SY 17.00 28,730.00 #5-14 CONC PVMT (CONT REINF - CRCP) (9" 1695 SY 94.00 159,330.00 #5-15 RC PIPE (CL IV)(30 IN) 16 LF 240.00 3,840.00 #5-16 RC PIPE (ARCH)(CL IV)(DES 4) 77 LF 576.00 44,352.00 #5-17 INLET (COMPL)(CO)(10 FT)(FTW) 2 EA 7,060.00 14,120.00 #5-18 INLET (COMPL)( CO)(20 FT)(FT 2 EA 12,424.00 24,848.00 #5-19 REMOV STR (INLET) 2 EA 2,500.00 5,000.00 #5-20 REMOV STR (PIPE) 87 L 100.00 8,700.00 #5-21 TEMP SEDMT CONT CE (INSTALL) 917 LF 8.00 7,336.00 #5-22 TEMP SEDMT CO FENCE (REMOVE) 917 LF 3.00 2,751.00 #5-23 CONC CURB UTTER (TY A) 554 LF .00 10,526.00 #5-24 CONC SID ALKS (4") 296 SY 52. 15,392.00 #5-25 CURB S (TY 7) 4 EA 1,500.00 6,000.00 #5-26 IN S SN SUP&AM TYIOBWG(1)SA(P) 1 EA 500.00 500.00 #5-27 L PAV MRK TY I (W)8"(SLD)(100MIL) 941 LF 2.20 070.20 #5-28 RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) 108 LF 1.40 .20 #5 9 RE PM W/RET REQ TY I (Y)4"(SLD)(IOOMIL) 1257 LF 1.40 1,759. City of Lubbock, TX Public Works REP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue Lone Star Dirt & Paving, Ltd. of Lubbock, TX QTY Unit Extended # Items +/- U/M Price Cost - AV MRK TY B (W)(24")(SLD) 164 LF 49. , #5-31 PREFAB PAV MRK TY EA 990.00 3,960.00 #5-3 1 25,000.00 Alternate Bid 5 A135-1 Right of Way Restoration 1 LS 401,011.59 401,011.59 Total (Items 1-1 through 1-67, 3-1 through 3-4, 4-1 through 4-5, and AB5-1): $ 8,860,981.54 Offeror understands and agrees that this proposal submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Offerors. Offeror understands that the Owner reserves the right to reject any or all proposals and to waive any formality in the proposing. The Offeror agrees that this proposal shall be good for a period of six 60 calendar days after the scheduled closing time for receiving proposals. The undersigned Offeror hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this proposal, and he further agrees to commence work on the date specified in the written notice to proceed, and to substantially complete the work on which he has proposed; as provided in the contract documents. Offerors are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the proposal submitted as a guarantee that offeror will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) days after notice of award of the contract to him. Enclosed with this proposal is a Cashier's Check or Certified Check Enclosed with this proposal is a Cashier's Check or Certified Check for Dollars ($ ) or a Proposal Bond in the sum of Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) business days after the date of receipt of written notification of acceptance of said proposal; otherwise, said check or bond shall be returned to the undersigned upon demand. Offeror understands and agrees that the contract to be executed by Offeror shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Offerors. Pursuant to Texas Local Government Code 252.043(g), a competitive sealed proposal that has been opened may not be changed for the purpose of correcting an error in the proposal price. THEREFORE, ANY CORRECTIONS TO THE PROPOSAL PRICE MUST BE MADE ON THE PROPOSAL SUBMITTAL FORM PRIOR TO PROPOSAL OPENING. (Seal if Offeror is a Corporation) ATTEST: Secretary Offeror acknowledges receipt of the following addenda Addenda No. / Date / —� Addenda No. Date / — Iq -,i2 Addenda No. Date Addenda No. Date NLf"E Firm: I I Woman American Date: 1'"o7, 'Autli ri<z� 'c nT ure (Printed or Typed Name) Lone- ir--f Ll 1% Company Address // k9 ,- City, � County _ 77 Y�2- 3 State Zip Code Telephone: Oa�— - sa11— Email: u 37 41 FEDERAL TAX ID or SOCIAL SECURITY No. ,, v 4DO / ,3 0 9/ Black American I Nativ( Asian Pacific American I Other 1/20/122 12:26 PM CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos. 1 - 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2022-852454 LONE STAR DIRT & PAVING Lubbock, TX United States Date Filed: 02/18/2022 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Lubbock Date Acknowledged: 02/21/2022 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. : 16114 114th Street Paving Improvements Slide Road to Quaker Avenue 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary Turner, Steve Lubbock, TX United States X Sanders, Wesley Lubbock, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 LINSWORN DECLARATION My name is and my date of birth is My address is (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in County, State of on the day of , 20 (month) (year) Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.191b5cdc CERTIFICATE OF INTERESTED PARTIES FORM 1295 1of1 Complete Nos. 1 - 4 and 6 if there are interested parties. Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. OFFICE USE ONLY CERTIFICATION OF FILING Certificate Number: 2022-852454 i Name of business entity filing form, and the city, state and country of the business entity's place of business. LONE STAR DIRT & PAVING Lubbock, TX United States Date Filed: 02/18/2022 2 Name of governmental entity or state agency that is a parry to the contract for which the form is being filed. City of Lubbock Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. : 16114 114th Street Paving Improvements Slide Road to Quaker Avenue 4 Name of Interested Party City, State, Country (place of business Nature of interest (check applicable) Controlling I Intermediary Turner, Steve Lubbock, TX United States X Sanders, Wesley Lubbock, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION My name is .� �✓� �' I (il (" (� Lf,f� and my date of birth i-s Myaddressis) I V On) v e,r5 (L AU - Li k6e/Lij (street) (city) (state) (zip code) (country) I declare under penalty_ perjury that the foregoing Is true and correct. [of ` C Executed in f �i�f U )z �- �_ County, State of ! C 1 _J �f ff �on the day of �� 1-) , 20,1Z (month) (year) ature of a agent of contracting business entity (Declarant) r-urrns prvvrueo uy r exas ttmcs t ommission www.einlcs,state.tx.us Version V1.1.191b5cdc 2/21/'22 2:12 PM BOND CHECK BEST RATING LICENSED IN TEXAS DATE BY: CONTRACT AWARD DATE: March 8, 2022 CITY OF LUBBOCK SPECIFICATIONS FOR 114th Street Paving Improvements Slide Road to Quaker Avenue RFP 22-16114-TF CONTRACT 16114 PROJECT NUMBER: 92669.9240.30000 Plans & Specifications may be obtained from https:Hci-lubbock-tx.bonfirehub.com/ City of 1 ' bb o cn TEXAS CITY OF LUBBOCK Lubbock, Texas Page Intentionally Left Blank Addenda Page Intentionally Left Blank City oi bbck TEXAS ADDENDUM I Updated BidTable & Updated Project Manual RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue DATE ISSUED: January 11, 2022 CLOSE DATE: January 20, 2022 at 2:00 p.m. The following items take precedence over specifications for the above named Request for Proposals (RFP). Where any item called for in the RFP documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. Please review, incorporate, and acknowledge the information in this addendum on the signature page of the Proposal Submittal Form. Updated Bidtable 1. The bidtable has been updated. Please use the most recent version with your submission. A. For Item 5-15, the quantity has been modified from 15.58 to 16. Updated Proiect Manual 1. The updated project manual is attached to this addendum and is dated January 2022. Please note the following changes: a. Table of Contents i. Added Item 360 and 530 to list of TxDOT Specifications b. Section 01020 —Measurement and Payment i. Updated 1.11.2022 1. Removed "Dense -Graded Hot -Mix Asphalt" and replaced with "Concrete Pavement" c. Section 01500 —Temporary Facilities and Controls i. Updated 3.3,C,1 and 2. 1. Update was to change from 98th Street to 114th Street d. Section 01576 —Waste Material Disposal i. Updated 1.4, C. Removed "Autrey, McDaniel & Dulin, LP" and replaced with "Hugo Reed and Associates, Inc." e. Appendix i. Added in Appendix A, B, and C as previously shown in the table of contents. 1. A — Pertinent Specs 2. B — Sampling and Texting Guidelines 3. C — Geotech Report All requests for additional information or clarification must be submitted in writing and directed to: Teofilo Flores, Asst. Director City of Lubbock Purchasing and Contracts Management Office 1314 Ave. K, Floor 9 Lubbock, Texas 79401 Questions may be faxed to (806)775-2164 or Email to TKFloreskmylubbock.us Questions are preferred to be posted on Bonfire. THANK YOU, 7eo#ea �'&iw CITY OF LUBBOCK Teofilo Flores Asst. Director City of Lubbock Purchasing and Contracts Management Office It is the intent and purpose of the City of Lubbock that this request permits competitive proposals. It shall be the offeror's responsibility to advise the Director of Purchasing and Contract Management if any language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this RFP to a single source. Such notification must be submitted in writing and must be received by the Director of Purchasing and Contract Management no later than five (5) business days prior to the close date. A review of such notifications will be made. tubbock+City of iFYdS SPECIFICATIONS 11411 Street Paving Improvements Slide Road to Quaker Avenue for City of Lubbock, Lubbock County, Texas a��� 1 /10/2022 Kimley-Horn and Associates, Inc. January 2022 1207 Ave F NW, Suite 1 TBPE Reg. # F-928 Office: (940) 937-3423 Childress, Texas 79201 www.kimley-hom.com Fax: (940) 937-2471 SPECIAL CONDITIONS 1141" STREET PAVING IMPROVEMENTS SLIDE ROAD TO QUAKER AVENUE SC-1 SUBSTANTIALLY COMPLETED Add the following to paragraph 9, Substantially Complete, of the General Conditions of the Agreement: For this project, Milestones will be enforced and will be considered Substantially Complete according to the following: Milestone A — All curb and gutter and asphalt paving along 110' Street complete from Slide Road to Quaker Avenue and all lanes of traffic, striped with permanent pavement markings and open to traffic. Milestone B — All remaining items in the contract complete and ready for punch list walk-through. Outside lane closures will be allowed during this milestone but two-way traffic from Slide Road to Quaker Avenue must be maintained at all times through the remainder of the project. Final Completion - Reach Final Completion of the contract including addressing all items identified during the Punch List walk-through within 30 (thirty) CONSECUTIVE CALENDAR DAYS from the completion of the Punch List walk-through. SC-2 CONTRACTOR'S LAYOUT OF WORK Add the following to paragraph 10, Layout, of the General Conditions of the Agreement: The Contractor's responsibility for laying out all work shall include, but not be limited to, surveying services and equipment as needed for horizontal and vertical location and control of the work. A list of vertical and horizontal control points or bench marks in the project vicinity will be furnished to the Contractor. SC-3 KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE Add the following to paragraph 11, Keeping of Plans and Specifications Accessible: The Contractor will be furnished ten (10) copies of the plans and specifications. Additional sets of plans and specifications may be purchased by Contractor at Contractor's expense. [.Y�b1�1►1�.y�►1�Zti:7:� 7�I.� Add the following to Paragraph 13, Lines and Grades: Lines and grades are indicated in the drawings for the Contractor's layout of the work, therefore the Owner's Representative has furnished lines and grades to the Contractor, as part of the Contract Documents. December 2021 SPECIAL CONDITIONS SC - 1 SC-5 SUPERINTENDENCE AND INSPECTION Add the following to paragraph 15, Superintendence and Inspection, of the General Conditions of the Agreement: The Owner's Representative may also appoint contracted individuals and business entities to serve in the capacity of subordinate engineers, supervisors or inspectors. ENGINEER OF RECORD (EOR) is Kimley-Horn and will be available in the following capacities: SC-5.2 Shop Drawings and Samples: Receive samples which are furnished at the site by CONTRACTOR, and notify ENGINEER of availability of samples for examination. Advise ENGINEER and CONTRACTOR of the commencement of any Work requiring a Shop Drawing or sample if the submittal has not been approved by the ENGINEER. SC-5.3 Review of Work, Rejection of Defective Work, Inspections and Tests: Conduct on -site observations of the Work in progress to assist OWNER in determining if the Work is in general proceeding in accordance with the Contract Documents. SC-5.4 Reports: ENGINEER will review periodic reports as required of progress of the Work and of CONTRACTOR's compliance with the progress schedule and schedule of Shop Drawing and sample submittals. fY4r:TKOWIIM0IC�]�i.Y1�J111`/:�►13.Y� � 7 �II�I7�1►[� Add the following to paragraph 16, Contractor's Duty and Superintendence, of the General Conditions of the Agreement. The person representing the Contractor (i.e., superintendent) shall be considered the single, authorized point of contact between the Owner's Representative and the Contractor. Designations of different persons of contact, or contact designations that divide, or attempt to divide, the Contractor's accountability and responsibility under the contract documents shall be grounds for suspending the operations of the Contractor without recourse on the part of the Contractor. The Contractor's designated superintendent shall be physically and locally present until such time as the Owner issues notice of final completion. SC-7 CHARACTER OF WORKERS Add the following to paragraph 18, Character of Workers, of the General Conditions of the Agreement: The provisions regarding the character of workmen shall also include persons of female gender wherever the words "man" or "men" are used. The provisions for character of workmen shall be construed to include, but not be limited to, the Contractor's superintendent, Contractor's subcontracted work forces, subcontractor superintendents, laborers, and supervisors. December 2021 SPECIAL CONDITIONS SC - 2 When such workmen are discharged from the work, such workmen shall not be associated with the work in any capacity or function whatsoever. SC-8 OBSERVATION AND TESTING General Condition Paragraph 21 is retained in its entirety. Add the following to General Condition Paragraph 21, Observation and Testing: Verification sampling and testing shall be performed at the location and frequency established in the "TxDOT Guide Schedule of Sampling and Testing. " SC-9 DEFINITIONS For the following paragraphs of these Special Conditions, ENGINEER shall be defined as the Owner's primary consultant which is "Prime Consultant" and consultants to "Prime", namely "Sub -Consultant". MON IM-914Z l�li UiMLIM� ./]�� LI�l iyai'r' Contractor, and any Subcontractor or Supplier or any other person or organization performing or furnishing any of the work under a direct or indirect contract with Owner (i) shall not have or acquire any title to or ownership rights in any of the drawings, specifications or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, and (ii) shall not reuse any of such drawings, specifications, other documents or copies on extensions of the project or any other project without written consent of the Owner and ENGINEER and specific written verification or adaptation by ENGINEER. SC-11 SUBSURFACE UTILITY INVESTIGATION The ENGINEER conducted subsurface utility investigations through The Rios Group, Inc. and were surveyed by Hugo Reed and Associates, Inc. These subsurface investigations were prepared for design purposes, and any reliance on the data by the Contractor is at the sole risk of the Contractor. Any conclusions, interpretations or opinions based on the data are the sole province of the Contractor. Neither the Owner nor the ENGINEER assumes any liability or responsibility for the various differing subsurface utilities that may be encountered, whether or not shown in samples, soil subsurface utility reports, or Contract Documents. Contractor may not rely upon or make any claim against Owner or Engineer with respect to: the completeness of such reports and drawings for CONTRACTOR's purposes, including but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and program incident thereto, or other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or information. December 2021 SPECIAL CONDITIONS SC - 3 SC-12 UNDERGROUND FACILITIES For the purpose of this Special Provision, Underground Facilities shall be defined as all pipelines, conduits, ducts, wires, cables, manholes, vaults, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the General Conditions of the Agreement: OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and The cost of all the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: • (i) reviewing and checking all such information and data, • (ii) locating all Underground Facilities shown or indicated in the Contract Documents, • (iii) coordination of the Work with the owners of such Underground Facilities during construction, and • (iv) the safety and protection of all such Underground Facilities as provided in paragraph 21 of the General Instructions to Bidders and repairing, to the satisfaction of the facility owner, any damage thereto resulting from the Work. If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby of performing any Work in connection therewith (except in an emergency as required to prevent injury, loss of life, or damage to property), identify the owner of such Underground Facility and give written notice to that owner and to OWNER and ENGINEER. SC-13 SUBSTITUTES AND "OR -EQUAL" ITEMS SC-13.1 Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent or "or -equal" item, or no substitution is permitted, other items of material or equipment of other Suppliers may be accepted by Engineer under the following circumstances: SC-13.2 "Or -Equal": If in ENGINEER'S sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. December 2021 SPECIAL CONDITIONS SC - 4 SC-13.3 Substitute Items: If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph SC-12.2, it will be considered a proposed substitute item. CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Requests for the review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified. The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. SC-13.4 CONTRACTOR'S Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR's expense. SC-13.5 Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph SC-12.3. SC-13.6 Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs SC-12.3 and SC-12.5. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change December 2021 SPECIAL CONDITIONS SC - 5 Order or an approved Shop Drawing. OWNER may require CONTRACTOR to furnish at CONTRACTOR's expense a special performance guarantee of other surety with respect to any "or -equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs SC-12.3 and SC-12.5 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item. MORES 7o[K� 7� � �Z�lI1uI�l�Y16y CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications in good order and annotated to show all changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER. Failure to maintain and safeguard these required documents shall be grounds for the Owner to issue a non-compliance directive to the Contractor and withhold all payments until such non-compliance is remedied. SC-15 SUBMITTAL REVIEW One initial submittal of shop drawings, samples, "or -equal" items and other required submittals and one resubmittal of the same item will be reviewed by the Engineer at no cost to the Contractor. Subsequent reviews for resubmittals of the same item will be reviewed at a cost to the Contractor of $100.00 per man-hour (with a minimum of one man-hour per submittal). Such cost shall be deducted from progress payments to the Contractor and result in a reduction of total contract price. SC-16 PARTIAL PAYMENTS Add the following to paragraph 42, Partial Payments, of the General Conditions of the Agreement: Partial payments requested by the Contractor may include materials delivered, but not yet incorporated into the project. If payment is requested on the basis of materials and equipment not incorporated in the work but delivered and suitably stored at the site, or at another location agreed to in writing, then the application for payment shall also be accompanied by a bill of sale or invoice warranting that the equipment and materials are free and clear of all liens and evidence that the materials and equipment are covered by the appropriate property insurance and other arrangements to protect the Owner's interest therein. Materials and equipment shall not be considered for partial payment if stored where the Owner cannot confirm the quantities or otherwise seize and secure the equipment and materials in the event that the Contractor defaults on the work. Materials and equipment that are eligible for partial payment will be carried as "Materials on Hand" on the partial pay estimates and then moved from "Materials on Hand" to completed items of the work once those materials and equipment are incorporated into the work. Partial payments for completed items of work will reflect adjustments for prior partial payments made to the Contractor, for the same completed items of work, for "Materials on Hand". Partial payments for "Materials on Hand" shall be subject to the five -percent retainage. Only actual invoice December 2021 SPECIAL CONDITIONS SC - 6 amounts and actual freight invoice amounts for delivered items to the locations stated above will be eligible for partial payment as "Materials on Hand". Materials on hand shall be limited to materials manufactured at a manufacturing facility such as precast reinforced concrete pipe (or box), fiberglass pipe, precast manholes, manhole frames and covers, valves, grates, signal masts/arms, light poles, and so forth. Items not considered as materials on hand are those items which require further processing for use in the project such as cements, aggregates, asphalts, fill materials, concrete, riprap, topsoil, sod, seed, earthen materials, paint, glass beads, raised pavement markers, etc. The final determination of whether a substance or item qualifies as materials on hand is the sole province of the Owners representative under General Conditions Paragraph 14. SC-17 DUST CONTROL Sprinkling for dust control shall consist of the authorized application of water or other material approved by the OWNER on those portions of the project as shown on the plans or as directed and as herein specified. It shall be the responsibility of the CONTRACTOR to take preventative measures to eliminate, reduce, or alleviate dust nuisance in the work area. The OWNER will approve the method used. Should the CONTRACTOR fail to control dust as outlined above the OWNER may suspend the work until corrective measures are taken. Water or other material approved by the OWNER shall be furnished by the CONTRACTOR and shall be clean, free from industrial waste and other objectionable matter. Emulsions may be allowed with prior approval by the OWNER. The CONTRACTOR shall furnish and operate a sprinkler equipped truck with positive and rapidly working cutoff valves and approved spray bars, which shall insure the distribution of material in a uniform and controllable rate of application. It shall be the CONTRACTOR'S continuous responsibility to be on call at all times including nights, holidays, weekends, etc. and respond in a timely manner, until acceptance of the project by the OWNER, to maintain the project free of dust in a manner which shall cause the least inconvenience to the public. Dust Control shall be considered as incidental work and shall not be paid for as a separate item; the cost thereof shall be included in such contract pay items as are provided. END SPECIAL CONDITIONS December 2021 SPECIAL CONDITIONS SC - 7 TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS # of Pages 01020 Measurement and Payment....................................................................................................... 4 01027 Applications for Payment.......................................................................................................... 2 01028 Change Order Procedures......................................................................................................... 3 01039 Coordination and Meetings....................................................................................................... 2 01140 Work Restrictions..................................................................................................................... 3 01310 Progress Schedules.................................................................................................................... 2 01322 Photographic Documentation.................................................................................................... 2 01330 Submittal Procedures................................................................................................................ 5 01356 Storm Water Pollution Prevention............................................................................................ 4 01400 Quality Requirements................................................................................................................ 5 01420 References................................................................................................................................. 4 01500 Temporary Facilities and Controls............................................................................................ 6 01555 Barricades, Signs and Traffic Handling.................................................................................... 2 01576 Waste Material Disposal........................................................................................................... 2 01600 Product Requirements............................................................................................................... 3 01700 Contract Closeout...................................................................................................................... 2 02221 Removing Existing Pavements................................................................................................. 2 02260 Excavation Support and Protection........................................................................................... 4 02300 Earthwork..................................................................................................................................8 02318 Borrow...................................................................................................................................... 3 02810 Automatic Irrigation Systems................................................................................................... 8 02900 Seeding......................................................................................................................................5 02920 Lawns and Grasses................................................................................................................... 7 DIVISION 3 — CONCRETE 03300 Cast in Place Concrete ................. DIVISION 4 -16 — Not Used APPLICABLE TxDOT SPECIFICATIONS Item 100 Preparing ROW Item 105 Removing Treated and Untreated Base and Asphalt Pavement Item 110 Excavation Item 132 Embankment Item 160 Topsoil Item 169 Soil Retention Blankets Item 247 Flexible Base Item 310 Prime Coat Item 341 Dense -Graded Hot Mix Asphalt Item 360 Concrete Pavement Item 400 Excavation and Backfill for Structure Item 416 Drilled Shaft Foundations Item 432 Riprap ............................... 14 January 2022 TABLE OF CONTENTS TC - 1 Item 450 Railing Item 459 Gabions and Gabion Mattresses Item 462 Concrete Box Culverts and Drains Item 464 Reinforced Concrete Pipe Item 465 Junction Boxes, Manholes, and Inlets Item 466 Headwalls and Wingwalls Item 467 Safety End Treatments Item 481 Pipe for Drains Item 496 Removing Structures Item 506 Temporary Erosion Sedimentation and Environmental Controls Item 529 Concrete Curb, Gutter, and Combined Curb and Gutter Item 530 Intersections, Driveways, and Turnouts Item 531 Sidewalks Item 536 Concrete Medians and Directional Islands Item 560 Mailbox Assemblies Item 610 Road Illumination Assemblies Item 618 Conduit Item 620 Electrical Conductors Item 624 Ground Boxes Item 628 Electrical Services Item 644 Small Roadside Sign Supports and Assemblies Item 666 Reflectorized Pavement Markings Item 668 Prefabricated Pavement Markings Item 677 Eliminating Existing Pavement Markings and Markers APPENDIX A — Items and Pertinent Specifications APPENDIX B — TxDOT Guide Schedule of Sampling and Testing APPENDIX C — Geotechnical Report REFERENCES City of Lubbock Engineering Minimum Design Standards and Specifications (2018) TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (2014) January 2022 TABLE OF CONTENTS TC - 2 DIVISION 1— GENERAL REQUIREMENTS December 2021 DIVISION 1 — GENERAL REQUIREMENTS SECTION 01020 MEASUREMENT AND PAYMENT PART 1 -GENERAL SCOPE The following sections shall be used to define measurements and payments for this project. The unit price bid on each item as stated in the bid proposal shall include furnishing all labor, superintendence, machinery, equipment, and materials except as otherwise specified, necessary or incidental to complete the various items of work in accordance with the plans and specifications. Cost of work or materials shown on the plans or called for in the specifications for which no separate bid item is indicated shall be considered subsidiary to the various bid items. Payment will not be made for any item that is not complete, including all associated incidental work. Only those items indicated on bid documents and plan sheets will be included for construction and payment. ROADWAY PAY ITEMS 1.1 REMOVE CONC (PAV) Removing concrete pavement will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.2 REMOVE CONC (SIDEWALKS) Removing concrete sidewalks will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.3 REMOVE CONC (DRIVEWAY) Removing concrete driveway will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.4 REMOVE CONC (CURB AND GUTTER) Removing concrete curb and gutter will be measured by the linear foot (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the linear footage of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. January 2022 MEASUREMENT AND PAYMENT 01020 - 1 1.5 REMOVE CONC (MISCELLANEOUS) Removing miscellaneous concrete will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.6 REMOVING CONC (FLUME) Removing concrete flumes will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.7 DRILL SEEDING (PERM) (RURAL) (SANDY) This item will be measured by square yard complete in place. The work performed and the materials furnished in accordance with this item will include furnishing seed, mulch, fertilizer, top soil preparation and watering until Owner determines that grass is established, all materials, equipment, labor, tools and incidentals, planted in place. 1.8 ADJUSTING MANHOLES AND WATER VALVES Measurement will be made by each manhole or water valve to be adjusted. Payment for adjustments 12" or less will be subsidiary to the most pertinent items. Payment for adjustments greater than 12" vertically up or down will be paid at the unit price bid per each manhole or water valve adjusted. 1.9 4" TYPE B HMAC Measurement will be made of the area, in square yards, of asphalt paving actually constructed. Payment will be made at the unit price bid per square yard for the depth shown on the typical sections. The unit price bid shall include furnishing and installing all materials, prime coat, compaction and all incidentals necessary to complete the work. For additional information refer to TxDOT Specification Item 341 — Dense -Graded Hot -Mix Asphalt. 1.10 2" TYPE C HMAC Measurement will be made of the area, in square yards, of asphalt paving actually constructed. Payment will be made at the unit price bid per square yard for the depth shown on the typical sections. The unit price bid shall include furnishing and installing all materials, tack coats, compaction and all incidentals necessary to complete the work. For additional information refer to TxDOT Specification Item 341— Dense -Graded Hot -Mix Asphalt. 1.11 9" CONTINUALLY REFINFORCED CONCRETE PAVEMENT Measurement will be made of the area, in square yards, of concrete paving actually constructed. Payment will be made at the unit price bid per square yard for the depth shown on the typical sections. The unit price bid shall include furnishing and installing all materials, compaction and all incidentals necessary to complete the work. For additional information refer to TxDOT Specification Item 360 — Concrete Pavement. January 2022 MEASUREMENT AND PAYMENT 01020 - 2 1.12 CONCRETE INTERSECTIONS Measurement will be made of the area, in square yards, of concrete intersections. Intersections will be paid for at the unit price bid per square yard. Curb on intersections will be included in the area measured for the slab and will not be paid as a separate item. The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, curbing, reinforcement, forming, finishing, joint cutting, joint sealing, and all incidentals necessary to complete the work. High Early Strength (HES) concrete paving will not be paid for separately. If HES concrete is used it will be paid for using the priced bid per square yard for concrete intersection 1.13 CONCRETE DRIVEWAYS Measurement will be made of the area, in square yards, of driveways. Driveways will be paid for at the unit price bid per square yard. Curb on driveways will be included in the area measured for the slab and will not be paid as a separate item. The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, curbing, reinforcement, forming, finishing, joint cutting, joint sealing, and all incidentals necessary to complete the work. 1.14 RIGHT OF WAY RENOVATIONS Payment will be made at the unit price bid per lump sum for right of way renovations. The contractor will not be responsible for any landscaping work in the limits from south side of south sidewalk to the south limits of the drainage easement within the limits starting at approximately Sta 12+27 to Sta 41+45. Stormwater BMPs will be reduced by respective measurement amounts in these limits. OTHER PAY ITEMS 1.15 TRAFFIC CONTROL Payment will be made at the unit price bid per month for traffic control measures actually installed in accordance with Division 1 Section 01555. Partial payment will be made on a pro-rata basis as a percentage of the construction contract duration. The sum of the partial payments made for traffic control shall not exceed 90% of the extended bid price for traffic control prior to the termination of the construction contract. No partial payment will be made for partial traffic control measures. Payment shall not be made for this item where the Owner determines a lack of evidence that traffic control was used, or that the measures installed do not meet the requirements of the plans. No additional payments will be allowed where traffic control is required because of work being remedied due to not meeting the requirements of the plans and specifications. The contractor shall provide two project signs as part of this pay item. Work zone pavement markings and associated striping and buttoning for the movement of traffic during construction phasing shall be subsidiary to this pay item. Temporary paving shown in plans and any additional temporary paving required during construction shall be subsidiary to this pay item. 1.16 MOBILIZATION A. The cost for mobilization shall be limited to no more than 5% of the Contract amount for construction items (materials and labor) bid for this project. B. Mobilization shall include costs associated with move -in related equipment and labor, bid bond, performance and construction bonds and insurance related for this project. This would include the establishment and removal of offices, plants and facilities, movement of personnel, equipment, and supplies to and from the project or the vicinity of the project site to January 2022 MEASUREMENT AND PAYMENT 01020 - 3 begin work or complete work on Contract Items. This Item will be measured by the lump sum as the work progresses. C. Payment. Partial payments of the lump sum bid for mobilization will be as follows. The adjusted Contract amount for construction Items as used below is defined as the total Contract amount less the lump sum for mobilization. 1. Payment will be made upon presentation of a paid invoice for the payment bond, performance bond, and required insurance. The combined payment for bonds and insurance will be no more than 10% of the mobilization lump sum. 3. When 1 % of the adjusted Contract amount for construction Items is earned, 50% of the mobilization lump sum bid will be paid. Previous payments under this Item will be deducted from this amount. 4. When 5% of the adjusted Contract amount for construction Items is earned, 75% of the mobilization lump sum bid will be paid. Previous payments under the Item will be deducted from this amount. 5. When 10% of the adjusted Contract amount for construction Items is earned, 90% of the mobilization lump sum bid will be paid. Previous payments under this Item will be deducted from this amount. 6. Payment for the remainder of the lump sum bid for "Mobilization" will be made on the final estimate after final acceptance of the project. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used ICI1Z6J=0611 OWIto]towel January 2022 MEASUREMENT AND PAYMENT 01020 - 4 SECTION 01027 APPLICATIONS FOR PAYMENT PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Procedures for preparation and submittal of Applications for Payment. 1.3 RELATED SECTIONS A. Agreement: Contract Sum/Price and unit prices. B. General Conditions: Progress Payments and Final Payment. C. Section 01020 - Measurement and Payment. D. Section 01028 - Change Order Procedures. E. Section 01330 - Submittal procedures. F. Section 01700 - Contract Closeout. 1.4 FORMAT A. EJCDC 1910-8-E -Application for Payment including continuation sheets when required, or Owner forms, or Owner -approved form of the Contractor. B. For each item, provide a column for listing: Item Number; Description of work; Scheduled Value, Previous Applications; Work in Place; Authorized Change Orders; Total Completed; Percentage of Completion; Balance to Finish; and Retainage. 1.5 PREPARATION OF APPLICATIONS A. Present required information in typewritten form or computer generated Excel Spreadsheet. B. Execute certification by signature of authorized officer. C. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products. D. List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original item of Work. E. Prepare Application for Final Payment as specified in Section 01700. 1.6 SUBMITTAL PROCEDURES A. Submit four copies of each Application for Payment. B. Submit an updated construction schedule with each Application for Payment. Payment will not be made until an up-to-date schedule is received. C. Payment Period: Submit at intervals stipulated in the Agreement. December 2021 APPLICATIONS FOR PAYMENT 01027 - 1 1.7 SUBSTANTIATING DATA A. When Engineer requires substantiating information, submit data justifying dollar amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item by number and description. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 APPLICATIONS FOR PAYMENT 01027 - 2 PART 1 -GENERAL 1.1 1.2 1.3 1.4 1.5 SECTION 01028 CHANGE ORDER PROCEDURES RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. SECTION INCLUDES A. Submittals. B. Documentation of change in Contract Sum/Price and Contract Time. C. Change procedures. D. Construction Change Authorization E. Stipulated Price change order. F. Unit price change order. G. Time and material change order. H. Execution of change orders. I. Correlation of Contractor submittals. RELATED SECTIONS A. Section 01027 -Applications for Payment. B. Section 01330 -Submittal Procedures. C. Section 01600 -Product Requirements. D. Section 01700 -Contract Closeout. SUBMITTALS A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. B. Change Order Forms: EJCDC 1910-8-B Change Order, Owner's form, or other form approved by Owner. DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT TIME A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work. B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. C. Provide additional data to support computations: 1. Quantities of products, labor, and equipment. 2. Taxes, insurance and bonds. December 2021 CHANGE ORDER PROCEDURES 01028 - 1 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. 6. If subcontracted, provide subcontractor documentation according to General Contract Conditions and this specification. Show Contractor markup on subcontractor changes. D. Support each claim for additional costs, and for work done on a time and material basis, with additional information: 1. Origin and date of claim. 2. Dates and times work was performed, and by whom. 3. Time records and wage rates paid. 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. Show Contractor markup on subcontractor work. 1.6 CHANGE PROCEDURES A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by the Contract by issuing supplemental instructions by letter. B. The Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications and a change in Contract Time for executing the change. Contractor will prepare and submit an estimate within 7 days. C. The Contractor may propose a change by submitting a request for change to the Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 01600. 1.7 CONSTRUCTION CHANGE AUTHORIZATION A. Engineer may issue a document, signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. The document will describe changes in the Work, and will designate method of determining any change in Contract Sum/Price or Contract Time. C. Promptly execute the change in Work. 1.8 STIPULATED PRICE CHANGE ORDER A. Based on Proposal Request and Contractor's maximum price quotation or Contractor's request for a Change Order as approved by Engineer. A. For pre -determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. December 2021 CHANGE ORDER PROCEDURES 01028 - 2 B. For unit costs or quantities of units of work which are not pre -determined, execute Work under a Construction Change Authorization. C. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order. 1.10 TIME AND MATERIAL CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. B. Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents. C. Maintain detailed records of work done on Time and Material basis. D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. 1.11 EXECUTION OF CHANGE ORDERS A. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.12 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum/Price. B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub -schedules to adjust time for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 CHANGE ORDER PROCEDURES 01028 - 3 PART 1 -GENERAL 1.1 1.2 1.3 1.4 SECTION 01039 COORDINATION AND MEETINGS RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. SECTION INCLUDES A. Coordination. B. Preconstruction meeting. C. Progress meetings. COORDINATION A. Coordinate scheduling, submittals, and work of the various Sections of the Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. B. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion. C. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PRECONSTRUCTION MEETING A. Contractor will schedule a meeting with the required attendees. B. Attendance Required: Owner, Engineer, Contractor and major Subcontractors. C. Agenda: 1. Distribution of executed Contract Documents. 2. Submission of list of Subcontractors, list of products and progress schedule. 3. Designation of personnel representing the parties in Contract and the Engineer. 4. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders and Contract closeout procedures. 5. Schedules. 6. Scheduling activities of construction testing lab. 7. Use of premises by Owner and Contractor. 8. Owner's requirements. 9. Construction facilities and controls provided by Owner. 10. Security and housekeeping procedures. 11. Procedures for testing. 12. Procedures for maintaining record documents. December 2021 COORDINATION AND MEETINGS 01039 - 1 13. Inspection and acceptance of equipment or improvements put into service during construction period. 14. Other items as deemed necessary by Owner or Engineer. D. Contractor will record minutes and distribute copies to participants. 1.5 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum bi-weekly intervals. B. Contractor will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings. C. Attendance Required: Owner's representative, Job superintendent, major Subcontractors and suppliers, Engineer, as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off -site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. E. Contractor will record minutes and distribute copies to participants. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 COORDINATION AND MEETINGS 01039 - 2 SECTION 01140 WORK RESTRICTIONS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Use of premises. B. Special scheduling requirements. C. Working period. D. Noise restrictions. E. Advance Notice. F. Water for Construction. 1.3 USE OF PREMISES A. Use of Site: Limit use of premises to work within defined right-of-way and easements shown on the plans. Do not disturb portions of site beyond areas in which the Work is indicated. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to employees and emergency vehicles at all times, except when construction is immediately at that vicinity. Do not use these areas for parking or storage of materials. a. Schedule construction to minimize obstruction of driveways and entrances. 1.4 SPECIAL SCHEDULING REQUIREMENTS A. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. B. Permission to interrupt any utility service shall be requested in writing a minimum of 14 calendar days prior to the desired date of interruption. C. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations. 1.5 WORKING PERIOD A. Working Hours -Regular working hours shall be within an 11-hour period between 7:00 a.m. and 6:00 p.m., Monday through Friday, and an eight -hour period between 9:00 a.m. and 5:00 p.m. on Saturday. Saturday work shall be restricted to those activities that do not require observation by the Owner. The Owner reserves the right, at the Owner's discretion, to not allow work when it interferes with holiday times. No work shall be performed on the following holiday periods or days: New Year's Day (observed) December 2021 WORK RESTRICTIONS 01140 - 1 2. Memorial Day Holiday (observed) 3. Independence Day Holiday (observed) 4. Labor Day Holiday (observed) 5. Thanksgiving Day Holiday plus the day before and the three days following Thanksgiving Day. 6. Christmas week. If Christmas Day falls on a Saturday, this will be defined as the week leading to Christmas Day. If Christmas Day falls on a Sunday, this will be defined as the week following Christmas Day plus the Friday and Saturday prior to Christmas Day. B. Work Outside Regular Hours -Work outside regular working hours requires Owner's approval. Make application 21 calendar days prior to such work to allow arrangements to be made by the Owner for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Owner may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Owner. Lighting shall be such that it does not cause nuisance conditions. C. The drawings contain specific requirements that affect certain areas of the work. 1.6 NOISE RESTRICTIONS A. 75 dB limit at face of nearest structure during normal daylight hours. B. 65 dB limit at face of nearest structure during evening and nighttime hours in or near residential areas and for 24-hour working conditions that have received Owner approval. Evening and nighttime hours shall be defined as 6:00 p.m. to 7:00 a.m. C. Contractor shall keep on site OSHA -approved hand portable sound measurement equipment for both the Owner's and the Contractor's use for measuring noise levels. 1.7 ADVANCE NOTICE A. Contractor shall provide a minimum of five business days advance written notice of construction to businesses and residences along the construction route. 1. The advance written notice shall be in the form of a single -page flyer to be placed by hand by the Contractor's forces in mailboxes, door handles or handed to applicable individuals at each route building. 2. The text for the advance written notice will be provided by the Owner in written form and electronic form. 3. Reproduction shall be at the Contractor's expense. 4. Distribution shall be at the Contractor's expense. 5. Single -page flyers shall be of a paper or post -card color other than white to direct the recipient's attention to the information. 6. The text shall contain the anticipated beginning date of inconvenience to the recipient and the anticipated duration of that inconvenience. 7. The dates shall encompass the duration of driveway inconveniences and potential noise to the recipients on a single city block (i.e., the dates and durations shall reflect the time that the city block of interest will be affected by non-trafficability, fence openings, irrigation system shutdown, etc.). December 2021 WORK RESTRICTIONS 01140 - 2 B. Prior to closing any street or thoroughfare for any length of time, the Contractor shall notify the following a minimum of 5 business days in advance: 1. All Emergency Services - Fire, Police, EMS 2. City of Lubbock Solid Waste Department 3. Lubbock Cooper Independent School District 4. Durham Transportation 5. TxDOT 6. Lubbock Avalanche Journal 7. United States Postal Service 8. Press release for local radio and television stations 1.8 WATER FOR CONSTRUCTION A. Obtaining water for construction is Contractor's sole responsibility. B. Water is available from the potable water system of the City of Lubbock for construction purposes. The Contractor is responsible for all charges and arrangements for water consumption from the potable water system. The Contractor shall make such arrangements directly with the City of Lubbock Water Utilities Department. The City will furnish potable water free of charge for the construction work. Contractor is responsible for any required metering and hauling. C. Water from park area lakes shall not be used for construction. D. This section does not preclude Contractor from seeking other water sources for use in construction. Such water sources shall meet the purity requirements for the intended use. Such arrangements for water from other sources are the responsibility of the Contractor. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION 3.1 WORK AREA LIMITS A. Prior to any construction, the Contractor shall mark the areas that need not be disturbed under this contract. Isolated areas within the general work area which are to be saved and protected shall also be marked or fenced. Monuments and markers shall be protected before construction operations commence. Where construction operations are to be conducted during darkness, the markers shall be visible. The Contractor's personnel shall be knowledgeable of the purpose for marking and/or protecting particular objects. END OF SECTION 01140 December 2021 WORK RESTRICTIONS 01140 - 3 SECTION 01310 PROGRESS SCHEDULES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Format. B. Content. C. Revisions to schedules. D. Submittals. E. Distribution 1.3 RELATED SECTIONS A. Section 01100 -Summary of Work. B. Section 01027 -Applications for Payment. C. Section 01330 -Submittal Procedures. 1.4 FORMAT A. Sequence of Listings: The chronological order of the start of each item of Work. B. Scale and Spacing: To provide space for notations and revisions. C. Sheet Size: Minimum 8 1/2 x 11 inches, maximum l lxl7 inches. D. Maintain monthly updates to schedule. 1.5 CONTENT Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. A. Identify each item by specification Section number. B. Provide sub -schedules to define critical portions of the entire Schedule. C. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month. D. Provide separate schedule of submittal dates for shop drawings, product data, samples, and dates reviewed submittals will be required from Engineer. 1.6 REVISIONS TO SCHEDULES A. Indicate progress of each activity to date of submittal, and projected completion date of each activity. December 2021 PROGRESS SCHEDULES 01310 - 1 B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect. 1.7 SUBMITTALS A. Submit initial Schedules within 10 days after date established in Notice to Proceed. After review, resubmit required revised data within 10 days. B. Submit revised Progress Schedules with each Application for Payment. C. Submit the number of opaque reproductions which Contractor requires, plus two copies which will be retained by Engineer. 1.8 DISTRIBUTION A. Distribute copies of reviewed Schedules to Engineer's project file, Subcontractors, suppliers, and other concerned parties. B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in Schedules. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 PROGRESS SCHEDULES 01310 - 2 SECTION 01322 PHOTOGRAPHIC DOCUMENTATION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for the following: 1. Preconstruction photographs. 2. Periodic construction photographs. 3. Preconstruction videotapes. 4. Periodic construction videotapes. B. Related Sections include the following: 1. Section 1330 - Submittal Procedures 1.3 SUBMITTALS A. Submit two complete sets of preconstruction photographs, 2 CD's, or one video file to Engineer. Photographs will be retained by the Owner and the Engineer. 1. Identification: On back of each print or CD, provide an applied label or rubber-stamped impression with the following information: a. Name of Project. b. Name of Engineer. d. Name of Contractor. e. Date photograph was taken. f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction or photo map with photo number and direction indicated graphically. 2. Digital Images: Submit a complete set of digital image electronic files with each submittal of prints. Identify electronic media with date photographs were taken. PART 2 -PRODUCTS Not Used December 2021 PHOTOGRAPHIC DOCUMENTATION 01322 - 1 PART 3 -EXECUTION 3.1 PHOTOGRAPHS, GENERAL A. Field Office Prints: Retain one set of prints of preconstruction photographs in the field office at Project site, available at all times for reference. Identify photographs the same as for those submitted to Engineer. 3.2 CONSTRUCTION PHOTOGRAPHS A. Preconstruction Photographs: Before starting construction, take color photographs of Project site and surrounding properties from different vantage points, or as directed by Engineer. 1. Take photographs to show existing conditions adjacent to the property before starting the Work. 2. Take photographs of existing structures either on or adjoining the property to accurately record the physical conditions at the start of construction. B. Periodic Construction Photographs: As needed to document damage either directly related to or inadvertently related to the Contractor's operations, photograph the area in question and provide to Engineer. 3.3 CONSTRUCTION VIDEOS, GENERAL A. Narration: Describe scenes on video by audio narration by microphone while video is recorded. Include description of items being viewed, recent events, and planned activities. Describe vantage point, indicating location, and direction (by compass point). 3.4 CONSTRUCTION VIDEOS A. Preconstruction Video: Before starting construction, record video of Project site and surrounding properties from different vantage points, or as directed by Engineer. 1. Show existing conditions on and adjacent to Project site before starting the Work. 2. Show existing structures either on or adjoining Project site to accurately record the physical conditions at the start of construction. 3. Existing condition videos shall cover the entire project route. 4. Show protection efforts by Contractor. B. Periodic Construction Documentation: As needed to document damage either directly related to or indirectly related to the Contractor's operations, video the area in question and provide to Engineer. END OF SECTION 01322 December 2021 PHOTOGRAPHIC DOCUMENTATION 01322 - 2 SECTION 01330 SUBMITTAL PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. �WlllLIL/_\'Ali A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Owner's or Engineer's responsive action. Submittals may be rejected for not complying with requirements. B. Informational Submittals: Written information that does not require Owner's or Engineer's approval. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Owner and Engineer reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. B. Submittals Schedule: Comply with requirements in Section 01310 "Progress Schedules" for list of submittals and time requirements for scheduled performance of related construction activities. C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner's or Engineer's receipt of submittal. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Owner or Engineer will advise Contractor when a submittal being processed must be delayed for coordination. 2. If more than five submittals are transmitted for review within any five-day period, the time allowed for review will be increased to 21 days. 3. Concurrent Review: Where concurrent review of submittals by Engineer's consultants, Owner, or other parties is required, allow 21 days for initial review of each submittal. December 2021 SUBMITTAL PROCEDURES 01330 - 1 4. If intermediate submittal is necessary, process it in same manner as initial submittal. 5. Allow 15 days for processing each resubmittal. Each resubmittal will count toward the submittal count in any five-day period in paragraph 1 A.C.2 above. 6. No extension of the Contract Time will be authorized because of failure to transmit submittals sufficiently in advance of the Work to permit processing. D. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 x 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Owner or Engineer. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. c. Name and address of Owner. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer, if different than supplier. h. Unique identifier, including revision number. i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Other necessary identification. E. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. F. Additional Copies: Submit electronic PDF's or if hard copy, five (5) copies to Owner or Engineer. Submit additional copies if required by Contractor for his work. Unless additional copies are required for final submittal, and unless Owner or Engineer observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal if approved by Owner or Engineer. G. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a consecutively numbered transmittal form. Owner and/or Engineer will return submittals received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Owner or Engineer on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Transmittal Form: Use Contractor's business transmittal form. Provide locations on form for the following information: a. Project name. b. Date. c. Submittal number. d. Destination (To:). December 2021 SUBMITTAL PROCEDURES 01330 - 2 e. Source (From:). f. Names of subcontractor, manufacturer, and supplier. g. Category and type of submittal. h. Submittal purpose and description. i. Submittal and transmittal distribution record. j. Remarks. k. Signature of transmitter. H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. I. Use for Construction: Use only final submittals with mark indicating action taken by Owner or Engineer in connection with construction. PART 2 -PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. Number of Copies: Submit five copies of each submittal, unless otherwise indicated. The five copies will be retained by the Owner or Engineer. Any additional copies that the Contractor may need for his operations will be in addition to the five copies required. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's product specifications. b. Manufacturer's installation instructions. c. Standard color charts. d. Manufacturer's catalog cuts. e. Printed performance curves. f. Compliance with recognized testing agency standards. g. Application of testing agency labels and seals. h. Notation of coordination requirements. C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Schedules. December 2021 SUBMITTAL PROCEDURES 01330 - 3 e. Design calculations. f. Compliance with specified standards. g. Notation of coordination requirements. h. Notation of dimensions established by field measurement. 2. Sheet Size: Submit Shop Drawings on sheets at least 8-1/2 by 1 I inches but no larger than 11 x 17 inches. 3. Number of Copies: Submit five copies of each shop drawing submittal. Owner and Engineer will retain all five copies. 2.2 INFORMATIONAL SUBMITTALS A. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. B. Manufacturer's Field Reports: Prepare written information documenting factory -authorized service representative's tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory -authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. C. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. D. Construction Videotapes: Comply with requirements in Section 01322 "Photographic Documentation". PART 3 -EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Owner or Engineer. December 2021 SUBMITTAL PROCEDURES 01330 - 4 B. Approval Stamp: Stamp each submittal with a uniform approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 OWNER'S AND ENGINEER'S ACTION A. General: Owner or Engineer will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Owner or Engineer will review each submittal, make marks to indicate corrections or modifications required, and return it. Owner or Engineer will provide an action review sheet and will mark appropriately to indicate action to be taken, as follows: 1. No exception taken. 2. Make corrections noted. 3. Revise and resubmit. 4. Rejected. 5. The submittal review by the Engineer indicates that the Engineer checked for: a. General conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; and performing his work in a satisfactory manner. C. Informational Submittals: Owner or Engineer will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. D. Submittals not required by the Contract Documents will not be reviewed and may be discarded. END OF SECTION 01330 December 2021 SUBMITTAL PROCEDURES 01330 - 5 SECTION 01356 STORM WATER POLLUTION PREVENTION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 GENERAL A. The Contractor shall implement the Storm Water Pollution Prevention measures specified in the Storm Water Pollution Prevention Plan (SWP3) in a manner which will meet the requirements of the Texas Pollution Discharge Elimination System (TPDES) General Permit No. TXR150000. The Contractor shall be responsible for any fines or penalties assessed by the appropriate regulatory agency for failure to make required inspections, failure to properly document those inspections, failure to adequately implement and adjust the storm water pollution prevention measures specified in the SWP3 to adequately control pollutants, and/or any other fines or penalties assessed by TCEQ or EPA for failure to comply with any part of the permit requirements. The Contractor shall submit a Notice of Intent and a Notice of Termination independently of the Owner. B. The document provided in the plans is to serve as a skeleton for the Storm Water Pollution Prevention Plan and is provided only as a convenience to the Contractor. It is the Contractor's responsibility to ensure that his Storm Water Pollution Prevention Plan is in full compliance with the TPDES permit. The Contractor shall modify the document as necessary to show implementation plans, dates of construction activities, best management practices, inspection reports, and any other information pertinent to the plan or otherwise required to ensure that the plan remains in compliance with permit. C. Fines levied against the Owner by the TCEQ for the Contractor's failure to comply with and maintain the SWP3 shall be paid by the Contractor. D. Storm water must be adequately routed during construction operations in the same general direction as currently occurs. 1.3 EROSION AND SEDIMENT CONTROLS A. General 1. Structural measures shall be implemented to divert flows from exposed soils, temporarily store flows, or otherwise limit run-off and the discharge of pollutants from exposed areas of the site. Structural practices shall be implemented as specified in the SWP3 and in a timely manner during the construction process to minimize erosion and sediment run-off. B. Stabilized Ingress/Egress 1. Stabilized access to and from the construction site shall be installed as soon as practical and in accordance with the SWP3. December 2021 STORM WATER POLLUTION PREVENTION 01356 - 1 2. In all cases, Contractor shall ensure that any soil tracked off -site is cleaned from existing roads, alleys, and any adjacent properties as soon as possible. The Contractor or other responsible party shall check for any pollutants (mud, silt, sand, cement, construction materials, etc.) tracked or washed off -site and perform necessary clean-up measures at the end of each work day. C. Silt Fences/Diversion Berms 1. The Contractor shall provide silt fences and/or diversion berms as a temporary structural practice to minimize erosion and sediment runoff. Silt fences and/or diversion berms shall be properly installed to effectively retain sediment immediately after completing each phase of work where erosion would occur in the form of sheet and rill erosion (e.g. clearing and grubbing, excavation, embankment, and grading). D. Biodegradable Logs: 1. Provide commercially available biodegradable logs manufactured from rice straw, excelsior wood fiber, coconut fiber, jute or other biodegradable material bound with an open mesh fabric of jute or light -weight plastic. The Engineer will accept the biodegradable logs based on compliance with dimensional and other requirements shown in the Contract Documents, and visual inspection of the installed material. E. Sand/Gravel Bags 1. The Contractor may provide sand/gravel bags as a temporary structural practice to minimize erosion and sediment runoff. Bags shall be properly placed to effectively retain sediment immediately after completing each phase of work (e.g., clearing and grubbing, excavation, embankment, and grading) in each independent runoff area (e.g., after clearing and grubbing in an area between a ridge and drain, bags shall be placed as work progresses, bags shall be removed/replaced/relocated as needed for work to progress in the drainage area). Sand/gravel bags must remain in good condition, or they shall be replaced. F. Site Stabilization 1. Contractor shall disturb the least amount of site area as possible. 2. Stabilization measures may include, but are not limited to, any of the following measures: a. temporary or permanent seeding or sodding, b. mulching, c. geotextiles, d. vegetative buffer strips, e. paving. Stabilization measures shall be implemented in accordance with the SWP3. PART 2 -PRODUCTS 2.1 COMPONENTS FOR SILT FENCES A. Filter Fabric 1. The geotextile shall comply with the requirements of ASTM D 4439, and shall consist of polymeric filaments which are formed into a stable network such that filaments December 2021 STORM WATER POLLUTION PREVENTION 01356 - 2 retain their relative positions. The filament shall consist of a long -chain synthetic polymer composed of at least 85 percent by weight of ester, propylene, or amide, and shall contain stabilizers and/or inhibitors added to the base plastic to make the filaments resistant to deterioration due to ultraviolet and heat exposure. Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range of 0 to 120 degrees F. The filter fabric shall meet the following requirements: FILTER FABRIC PHYSICAL FOR SILT FENCE PROPERTY TEST PROCEDURE REQUIREMENT Grab Tensile ASTM D 4632 100 lbs. min. Elongation ASTM D 4632 30% max. Trapezoid Tear ASTM D 4533 55 lbs. min. Permittivity ASTM D 4491 0.2 sec-' AOS (U.S. Std. Sieve) ASTM D 4751 20-100 B. Silt Fence Stakes and Posts The Contractor may use either wooden stakes or steel posts for fence construction. Wooden stakes utilized for silt fence construction shall have a minimum cross section of 2 inches by 2 inches when hardwood is used and 2 inches by 4 inches when pine is used, and shall have a minimum length of 4 feet. Steel posts (standard "U" or "T" section) utilized for silt fence construction shall have a minimum weight of 1.33 pounds per linear foot and a minimum length of 4 feet. C. Biodegradable Logs Stakes Only wooden stakes may be used for staking of biodegradable logs. Wooden stakes utilized for biodegradable logs construction shall have a minimum cross section of 2 inches by 2 inches when hardwood is used and 2 inches by 4 inches when pine is used, and shall have a minimum length of 4 feet. D. Identification Storage and Handling Filter fabric shall be identified, stored and handled in accordance with ASTM D 4873. PART 3 -EXECUTION 3.1 STORM WATER POLLUTION PREVENTION PLAN A. The Storm Water Pollution Prevention Plan (SWP3) will be provided by the Contractor. Contractor must keep a copy of the SWP3 on site at all times. B. A completed Notice of Intent (NOI) form must be submitted a minimum of 48 hours prior to start of construction. No work will be permitted until NOI is filed. December 2021 STORM WATER POLLUTION PREVENTION 01356 - 3 C. Contractor shall maintain SWP3 in accordance with the TPDES permit to ensure that the SWP3 reflects current project conditions and remains in compliance with the TPDES permit. D. A completed Notice of Termination (NOT) form must be submitted prior to finalization of this contract. E. The Contractor shall furnish Owner with copy of NOI and NOT. END OF SECTION 01356 December 2021 STORM WATER POLLUTION PREVENTION 01356 - 4 SECTION 01400 QUALITY REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Construction materials testing services will be provided by the Owner in order to verify compliance with requirements specified or indicated. These services do not relieve the Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality control requirements for individual construction activities are specified in the sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's quality control procedures that facilitate compliance with the Contract Document requirements. 1.3 DEFINITIONS A. Construction Materials Testing (CMT): CMT includes collecting of samples, performing Well-defined test procedures, and reporting of such data. The Contractor will provide CMT for this project. 1. Quality Control Services: Tests, inspections, procedures, and related actions performed by the Contractor during and after execution of the Work with results provided to the Engineer to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Engineer. B. Construction Materials Engineering (CME): The assessment of a construction material for quality, appropriateness and acceptability is considered an engineering activity. The Contractor will not provide CME services for this project. CME services will be performed by the Engineer. 1. Quality -Assurance Services: Activities, actions and procedures performed by the Contractor before and during execution of the Work. Engineer will determine if the results of the Contractor's activities, actions and procedures are acceptable in guarding against defects and deficiencies and in ensuring that proposed construction complies with requirements. 1.4 SUBMITTALS A. Qualification Data: For individuals employed by Contractor who will perform testing as required by the various specification Sections, submit at least 30 days prior to being used on the project the capabilities and experience of such individuals and the types of tests that the individual is qualified to perform. For outside testing agency employed by Contractor, submit at least 30 days prior to being used on the project the name, address and manager of December 2021 QUALITY REQUIREMENTS 01400 - 1 1.5 such testing agency and the types of tests that the agency is qualified to perform. Such testing agency shall be acceptable to Owner prior to being used on the project. B. Reports: Testing Agency will prepare and submit written reports within 14 days following the date of the test that include the following: 1. Date of issue. 2. Project title and number. 3. Name, address and telephone number of testing agency. If individual employed by Contractor, use Contractor's name, address and telephone number. 4. Dates and locations of samples and tests. 5. Names of individuals making tests. 6. Description of the work and test method. 7. Identification of material, product and specification Section. 8. Complete test data. 9. Test results. 10. Ambient conditions at time of sample taking and testing. 11. Provide a statement indicating if the test passed or failed according to the specified Contract Document requirements and the applicable specification Section. 12. Name and signature of individual performing the test if employee of Contractor, or name and signature of testing agency responsible person. C. Professional Engineer Qualifications: Where a Professional Engineer is required in the specification Sections, this means a Professional Engineer who is legally qualified to practice in the jurisdiction where the project is located and who is experienced in providing engineering services of the kind indicated. D. Testing Agency or Contractor Employee Qualifications: An agency selected by the Owner with the experience and capability to conduct testing indicated, according to reference standards, and that has the capability and experience in the types of tests to be performed. E. Preconstruction Testing: Testing agency shall perform preconstruction testing with specified requirements for performance and test methods. The Contractor shall not perform preconstruction testing except through a third -party testing agency. F. Testing Agency Responsibilities: Submit written report containing the results of each test to Contractor. State in each report whether tested work passes or fails the specified Contract Document requirements and the applicable specification section. QUALITY CONTROL A. Owner Responsibilities: Where quality control services are indicated as Owner's or Engineer's responsibility, such services may be performed by Owner's own forces or by a qualified testing agency to perform these services. 1. Owner or Engineer will furnish Contractor with names, addresses and telephone numbers of testing agencies engaged by Owner. 2. Owner may elect to have own forces, or a third -party testing agency, observe and report on competency of Contractor's personnel performing quality control testing, inspect and report on Contractor's quality control testing equipment and the calibration of that equipment, and inspect and report on Contractor's procedures for quality assurance of construction materials tests and test reports. December 2021 QUALITY REQUIREMENTS 01400 - 2 3. Results from tests performed by Owners forces or third party testing agency remain the property of the Owner. The third -party agency personnel are obligated to report results of such tests only to the Owner or Engineer, not the Contractor. The Owner or Engineer shall inform the Contractor of such results at their discretion. 4. The Owner shall notify the Contractor of reported deficiencies revealed by the above inspections and observations. The Contractor shall correct such deficiencies. Should such deficiencies remain uncorrected, then the amount of the work represented by the deficiencies will be deemed as not conforming to the requirements of the contract documents and the specifications. B. Contractor Responsibilities: Provide quality control services required in the various specification Sections. 1. Where third party testing agency is engaged by Contractor, notify testing agency sufficiently in advance of the time and date when work that requires testing will be performed. 2. Contractor shall not engage the same testing agencies as the Owner, unless the Owner agrees in writing to such engagement. 3. Where testing is indicated as Contractor's responsibility, submit written reports in duplicate of each testing service, whether performed by Contractor's personnel or Contractor -engaged testing agency. Such reports shall include failing tests and retests. 4. Testing requested by Contractor and not required by Contract Documents are Contractor's responsibility. 5. Cooperate with Owner and Engineer for Owner's testing of work. Once the Owner or Engineer has given prior notification to the Contractor that confirmation testing by the Owner is to be performed, the Contractor shall provide or leave in place trench shields, ladders, elevators, lifts, or other equipment or temporary construction related to safety, access, and ingress -egress such that the Owner's testing representative can have safe accessibility to the specific site to be tested. Failure to provide these items when confirmation testing is scheduled shall be considered prima facie evidence that the work does not meet specifications and the Owner has the option of withholding payment for the work quantity that the test would represent. 6. Where Contractor's personnel are performing tests, provide individuals with appropriate equipment to perform the tests in accordance with the test method requirements. Provide alternate equipment where the specified test method cannot be applied, and where alternative test methods and equipment must be employed to provide the necessary quality control. C. Retesting: Regardless of whether original tests were Contractor's responsibility, Contractor will be responsible for costs associated with providing retesting, for construction that revised or replaced work that failed to comply with requirements established by the Contract Documents. D. Testing Agency Responsibilities: Cooperate with Engineer and Contractor in performance of duties. Provide qualified personnel and necessary equipment to perform required tests and inspections. 1. Notify Owner, Engineer and Contractor promptly of irregularities or deficiencies observed in the work during performance of its services. 2. Prepare a test report and state in each report whether tested and inspected work passes or fails the specified requirements. December 2021 QUALITY REQUIREMENTS 01400 - 3 3. Submit a written report, in triplicate, of each test. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 5. Do not perform any duties of Contractor. E. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Additional associated services required of Contractor for testing access are listed in the specification Sections. 6. Delivery of samples to testing agencies. 7. Preliminary design mix proposed for use for material mixes that require control by testing agency. 8. Security and protection for samples and for testing and inspecting equipment at Project site. F. Coordination: Coordinate sequence of activities to accommodate required quality assurance and quality control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. 2. Notify Owner's Representative at least 1 day prior to when testing of any kind is to be performed. G. Schedule of Tests and Inspections: Prepare a preliminary schedule of tests, inspections, and similar quality control services required by the Contract Documents. Submit schedule within 30 days of date established for Notice to Proceed. Distribution: Distribute schedule to Owner, Engineer, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION 3.1 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching. December 2021 QUALITY REQUIREMENTS 01400 - 4 B. Protect construction exposed by or for quality -control service activities. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality control services. December 2021 QUALITY REQUIREMENTS 01400 - 5 SECTION 01420 REFERENCES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. This section of the specifications includes: Summary of Industry Standards. 1.3 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": The term "approved," when used to convey Owner's or Engineer's action on Contractor's submittals, applications, and requests, is limited to Owner's or Engineer's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by Owner or Engineer, requested by Owner or Engineer, and similar phrases. D. "Indicated": The term "indicated" refers to graphic representations, notes, or schedules on Drawings or to other paragraphs or schedules in Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. E. "Regulations": The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Provide": The term "provide" means to furnish and install, complete and ready for the intended use. G. "Installer": An installer is the Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub -subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. H. "Project site" is the space available for performing construction activities. 1.4 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. December 2021 REFERENCES 01420 - 1 B. Conflicting Requirements: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Owner or Engineer for a decision before proceeding. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Owner or Engineer for a decision before proceeding. C. Abbreviations and Acronyms for Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. AASHTO- American Association of State Highway and Transportation Officials (202) 624-5800 www.aashto.org ACI- American Concrete Institute/ACI International (248) 848-3700 www.aci-in� ACPA- American Concrete Pipe Association (972) 506-7216 www.concrete-pipe.org Al- Asphalt Institute (859) 288-4960 www.asphaltinstitute.org ALA- American Institute of Architects (The) (800) 242-3837 www.aia.org AISC- American Institute of Steel Construction, Inc. (800) 644-2400 www.aisc.org (312) 670-2400 AISI- American Iron and Steel Institute (202) 452-7100 www.steel.org ANSI- American National Standards Institute (212) 642-4900 www.ansi.org ASCE- American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASTM- American Society for Testing and Materials (610) 832-9585 www.astm.org December 2021 REFERENCES 01420 - 2 AWWA- American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 CDA- Copper Development Association Inc. (800) 232-3282 www.copper.org (212) 251-7200 CLFMI- Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.com CRSI- Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.ojg CSI- Construction Specifications Institute (The) (800) 689-2900 www.csingt = (703) 684-0300 EJMA- Expansion Joint Manufacturers Association, Inc. (914) 332-0040 www.ejma.org FM- Factory Mutual System (See FMG) FMG- FM Global (Formerly: FM - Factory Mutual System) (401) 275-3000 www.fmglobal.com GRI- Geosynthetic Research Institute (610) 522-8440 www.drexel.edu/gri NRMCA- National Ready Mixed Concrete Association (301) 587-1400 www.nrmca.org NSA- National Stone, Sand and Gravel Association (800) 342-1415 www.aggre atg es.org (703) 525-8788 PCI- Precast/Prestressed Concrete Institute (312) 786-0300 www.pciorg SDI- Steel Deck Institute (847) 458-4647 www.sdi.org TPI- Turfgrass Producers International (800) 405-8873 www.turfgrasssod.org (847) 705-9898 UL- Underwriters Laboratories Inc. (800) 704-4050 www.ul.com (847) 272-8800 BOCA- Boca International, Inc. (800) 214-4321 www.bocai.org (708) 799-2300 CABO- Council of American Building Officials (See ICC) IAPMO- International Association of Plumbing and Mechanical Officials (The) (909) 472-4100 www.ianmo.orL, December 2021 REFERENCES 01420 - 3 ICBO- International Conference of Building Officials (562) 699-0541 www.icbo.org (800) 284-4406 ICC- International Code Council (Formerly: CABO -Council of American Building Officials) (703) 931-4533 www.iccsafe= SBCCI- Southern Building Code Congress International, Inc. (205) 591-1853 www.sbcci.org CE- Army Corps of Engineers CRD Standards (601) 634-2355 www.usace.gM.mil CFR- Code of Federal Regulations (202) 512-1530 www.access.gpo.gov/nara/cfr (888) 293-6498 EPA- Environmental Protection Agency (202) 260-2090 www. epa. gov FED -STD- Federal Standard (See FS) FS- Federal Specification (Available from DOD, GSA, and NIBS) NIST- National Institute of Standards and Technology (301) 975-6478 www.nist.gov OSHA- Occupational Safety & Health Administration (See CFR 29) (800) 321-6742 www.osha.gov TCEQ- Texas Commission on Environment Quality (806) 796-7092 www.tceg.state.tx.us (512) 239-1000 PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION 01420 December 2021 REFERENCES 01420 - 4 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. B. Temporary utilities include, but are not limited to, the following: 1. Drainage water service. 2. Sanitary facilities, including toilets, wash facilities, and drinking water facilities. Provide separate male and female sanitary facilities. 3. Electric power service. C. Support facilities include, but are not limited to, the following: 1. Temporary roads and paving. 2. Project identification and signs. 3. Storage and fabrication sheds. 5. Construction aids and miscellaneous services and facilities. D. Protection facilities include, but are not limited to, the following: 1. Environmental protection. 2. Stormwater control. 3. Barricades, warning signs and lights. 4. Temporary Chain Link Fence and Temporary Chain Link Fence Gates. E. Related Sections include the following: 1. Section 01330 - "Submittal Procedures" 2. Section 01356 - "Stormwater Pollution Prevention". 3. Section 01555 - `Barricades, Signs and Traffic Handling". 1.3 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to Owner or Engineer and shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, the following: 1. Owner, 2. Owner's forces. 3. Engineer. 4. Resident Project Representative. 5. Testing agencies. January 2022 TEMPORARY FACILITIES AND CONTROLS 01500 - 1 6. Personnel of authorities having jurisdiction. B. Sewer Service: Pay sewer service use charges for sewer usage by all parties engaged in construction at project site if Contractor connects to City sewer system. C. Water Service: Pay water service use charges, whether metered or otherwise, for water used by all entities engaged in construction activities at Project site. D. Electric Power Service: Pay electric power service use charges, whether metered or otherwise, for electricity used by all entities engaged in construction activities at Project site. 1.4 QUALITY ASSURANCE A. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. 1.5 PROJECT CONDITIONS A. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties engaged in the Work: Relocate or remove temporary services and facilities as required by progress of the Work. PART 2 -PRODUCTS 2.1 MATERIALS A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Owner or Engineer. Provide materials suitable for use intended. Temporary fencing shall be maintained by the Contractor for the duration of its intended use on the project and installed within the limits shown in the plans. Damage to the fence shall be immediately repaired by the Contractor upon request by the Owner or Engineer with repairs being subsidiary to pertinent bid items. B. 7' Temporary Chain Link Fence: Minimum 7'0" high chain link fence, consisting of 2" mesh 9 gauge galvanized steel link fabric, minimum 2-3/8-inch o.d. line posts and 2-7/8-inch o.d. end and corner posts spaced a maximum of 10'0" o.c., 1-5/8-inch o.d. top and bottom rails secured in the center with a 3/8" diameter galvanized steel eye hook anchored into a concrete footing, chain link fabric secured to line post and rail at a maximum of 12" o.c. using 9 gauge tie wire. Provide galvanized steel bases for supporting posts. 2-7/8-inch o.d. end and corner posts complete with 15/8-inch o.d. brace rail, 3/8-inch truss assembly, 12 gauge tension bands secured at a maximum of 12" o.c., tension bar, with necessary ties, fittings, nuts and bolts. All chain link fabric, posts, fittings, etc. shall comply with ASTM F 1553. C. 7' Temporary Chain Link Fence Gate: Pedestrian/personnel swing gates shall have a 4'0" opening by 7'0" high. Gate frames shall be fabricated from 2-inch o.d. or 2-inch square members, welded at all corners. Chain link fabric shall be installed to match the fence line unless otherwise approved by the Owner. Gateposts shall be 2-7/8-inch o.d. complete with 1- 5/8-inch o.d. brace rail, 3/8-inch diameter truss assembly, 12 gauge tension bands secured a minimum of 12" apart, necessary tension bar, ties, fittings, nuts and bolts. All chain link fence gate fabric, posts, brace rails, fittings, etc. shall comply with ASTM F 1553. January 2022 TEMPORARY FACILITIES AND CONTROLS 01500 - 2 D. Water: Potable. PART 3 -EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Engage appropriate local utility company to install temporary service or connect to existing service. Where utility company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with utility company recommendations. 1. Provide adequate capacity. 2. Obtain easements to bring temporary utilities to Project site where Owner's easements or property cannot be used for that purpose. B. Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If neither sewers nor drainage facilities can be lawfully used for discharge of effluent, provide containers to remove and dispose of effluent off -site in a lawful manner. 1. Filter out excessive soil, construction debris, chemicals, oils, and similar contaminants that might clog sewers or pollute waterways before discharge. 2. Connect temporary sewers to municipal system as directed by sewer department officials. 3. Maintain temporary sewers and drainage facilities in a clean, sanitary condition. After heavy use, restore normal conditions promptly. C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking -water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities. Disposable Supplies: Provide toilet tissue, paper towels, paper cups, and similar disposable materials for each facility. Maintain adequate supply. Provide covered waste containers for disposal of used material. D. Electric Power Service: Install electric power service underground, unless overhead service must be used. Provide main service disconnect and overcurrent protection at convenient location in conformance with National Electrical Code. 3.3 SUPPORT FACILITIES INSTALLATION A. Traffic Controls: Provide temporary traffic controls at junction of temporary roads with public roads. Include warning signs for public traffic and "STOP" signs for entrance onto public roads. Comply with requirements of authorities having jurisdiction. B. Dewatering Facilities and Drains: Comply with requirements in applicable Division 2 Sections for temporary drainage and dewatering facilities and operations not directly January 2022 TEMPORARY FACILITIES AND CONTROLS 01500 - 3 associated with construction activities included in individual Sections. Where feasible, use same facilities. Maintain Project site, excavations, and construction free of water. C. Project Identification and Temporary Signs: Prepare Project identification signs with the information listed below. Install signs to inform public and persons seeking entrance to Project. Do not permit installation of unauthorized signs. Submit the layout and dimensions of the sign to the Owner. The sign and lettering shall be of sufficient size to be visible and legible at 100 feet distance. Provide two project signs to be placed on 114`" Street. 2. Project sign to include the following information. List all items on separate lines of the sign. a. City of Lubbock, Texas b. Capital Improvements C. City of Lubbock Project: 114t` Street Paving Improvements d. Contractor: (include name of contractor and location of their main headquarters) e. Engineer: Kimley-Horn and Associates, Inc. f. Project Serving the Citizens of Lubbock, Texas 3. City Lubbock and Engineer firm logos to be included with firm names on project sign. 4. Submit proposed sign layout according to specifications Section 01330 "Submittal Procedures" prior to constructing project identification sign. 5. Engage an experienced sign painter to apply graphics for Project identification signs. 6. Prepare temporary signs to provide directional information to construction personnel and visitors. 7. Construct signs of exterior -type Grade B-B high -density concrete form overlay plywood. Support on posts or framing of preservative -treated wood or steel. 8. Paint sign panel and applied graphics with exterior -grade alkyd gloss enamel over exterior primer. 9. Maintain project signs until acceptance of the project. D. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each type of waste material to be deposited. E. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment involved, including temporary utility services as needed. Sheds may be open shelters or fully enclosed spaces on -site. 3.4 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage caused by freezing temperatures and similar elements. January 2022 TEMPORARY FACILITIES AND CONTROLS 01500 - 4 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. 2. Prevent water -filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. C. Termination and Removal: Remove each temporary facility when need for its service has ended, or no later than Substantial Completion. 1. Materials and facilities that constitute temporary facilities are the property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Remove temporary paving not intended for or acceptable for integration into permanent paving. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. 3. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements. END OF SECTION 01500 January 2022 TEMPORARY FACILITIES AND CONTROLS 01500 - 5 SECTION 01555 BARRICADES, SIGNS AND TRAFFIC HANDLING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 DESCRIPTION A. This Item shall govern for providing, installing, moving, replacing, maintaining, cleaning and removing upon completion of work, all barricades, portable barriers, signs, portable changeable message signs, cones, lights and other such type devices and of handling traffic as indicated on the plans or as directed by the Engineer or Owner. This item also includes the removal of existing pavement markings. PART 2 -PRODUCTS 2.1 BARRICADES, SIGNS AND DEVICES A. All barricades, signs and other types of devices listed above shall conform to details shown on the plans or those indicated in the Texas Manual on Uniform Traffic Control Devices (TMUTCD). All traffic control devices shall be crashworthy according to the guidelines set forth in the National Cooperative Highway Research Program (NCHRP) Report 350. 2.2 TEMPORARY PAVEMENT MARKINGS A. Materials, handling and installation shall be in accordance with Texas Department of Transportation Standard Specifications for Construction of Highways, Streets and Bridges, 2014 (TxDOT) Item 662. B. Layout, color and placement shall conform with the TMUTCD and be verified by the Owner's representative before installation. PART 3 -EXECUTION 3.1 GENERAL A. For this project, a Traffic Control Plan (TCP), responsive to the TMUTCD, has been established by the Engineer. The Contractor may propose their own TCP. Contractor -proposed major modifications to the Traffic Control Plan shall bear the seal of a Licensed Professional Engineer. If the plan is approved in writing by the Engineer or Owner, it may be used. Prior to beginning work, the Contractor shall designate, in writing, a competent person who will be responsible and available on the project site or in the immediate area to insure compliance with the TCP. December 2021 BARRICADES, SIGNS AND TRAFFIC HANDLING 01555 - 1 UPAMMU5/_ 1� -►YM 0 IMP" A. All retroreflective traffic control devices such as barricades, vertical panels, signs, etc., shall be maintained by cleaning, replacing or a combination thereof such that during darkness and rain the retroreflective characteristics shall equal or exceed the retroreflective characteristics of traffic industry standard reflective panels. END OF SECTION 01555 December 2021 BARRICADES, SIGNS AND TRAFFIC HANDLING 01555 - 2 SECTION 01576 WASTE MATERIAL DISPOSAL PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Disposal of waste material and salvageable material. 1.3 RELATED SECTIONS A. Section 02221 — Removing Existing Pavements. B. Section 02300 — Earthwork. 1.4 SUBMITTALS A. Submittals shall conform to requirements of Section 01330 —Submittal Procedures. B. Obtain and submit disposal permits for proposed disposal sites if required by local ordinances. C. Submit a copy of written permission from property owner, along with description of property, prior to disposal of excess material adjacent to the Project. Submit a written and signed release from property owner upon completion of disposal work. Both written permission and signed release shall include hold -harmless clauses naming the City of Lubbock, Texas, Kimley-Horn and Associate, Inc., and Hugo Reed and Associates, Inc., as the entities to be held harmless in any subsequent legal proceeding. Both property permissions and signed releases shall be attested to by a notary public. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION 3.1 SALVAGEABLE MATERIAL A. Excavated Material: When indicated on drawings, load, haul, and deposit excavated material at a location or locations as directed by Engineer. B. Asphalt Pavement and Asphalt Stabilized Base: Conform to requirements in Section 02221 — Removing Existing Pavements. C. Other Salvageable Materials: Conform to requirements of individual Specification Sections. D. Coordinate the delivery of salvageable material to a specified location with the Owner. i. The millings should be delivered to 8425 North Avenue P. January 2022 WASTE MATERIAL DISPOSAL 01576 - 1 3.2 EXCESS MATERIAL A. Vegetation, rubble, broken concrete, debris, asphaltic concrete pavement, excess soil, and other materials not designated for salvage, shall become the property of the Contractor and shall be removed from the job site in a timely manner and legally disposed of at a proper facility such as the West Texas Region Disposal Facility (WTRDF). B. Excess soil may be deposited on private property adjacent to the Project if approved by the Owner and when written permission is obtained from the respective property owner. C. Waste materials shall be removed from the site on a daily basis, such that the site is maintained in a neat and orderly condition. D. Excess material may be disposed at the West Texas Region Disposal Facility. There may be a tipping fee for construction debris and for excess uncontaminated soil. For a complete list of fees associated with the West Texas Region disposal Facility, please go to the City's website at http://solidwaste.ci.lubbock.tx.us/disposal/disfees.htm. There may also be a fee per load for every truck that is not covered properly when coming to the landfill. All tipping fees shall be considered to be included in the Contractor's bid prices in accordance with specification Section 01020 — Measurement and Payment. END OF SECTION January 2022 WASTE MATERIAL DISPOSAL 01576 - 2 SECTION 01600 PRODUCT REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.3 RELATED SECTIONS A. Information to Bidders: Product options and substitution procedures. B. Section 01400 -Quality Requirements. 1.4 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. C. Provide interchangeable components of the same manufacturer, for similar components. 1.5 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery 1. Deliver materials, products and equipment to the project site in undamaged condition in manufacturer's original, unopened containers or packaging, with identifying labels intact and legible. 2. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. 3. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 4. Arrange deliveries in accordance with the construction schedule and in ample time to facilitate inspection prior to installation to avoid unnecessary delays in the construction process. December 2021 PRODUCT REQUIREMENTS 01600 - 1 B. Storage 1. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight, climate controlled enclosures. 2. For exterior storage of fabricated products, place on sloped supports, above ground. 3. Provide off -site storage and protection when site does not permit on -site storage or protection. 4. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 5. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with foreign matter. 6. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. 7. Arrange storage of products to permit access for inspection in a local warehouse. Periodically inspect to assure products are undamaged and are maintained under specified conditions. 8. Materials, products and equipment may be stored off site in a bonded and insured local warehouse approved by the Engineer and Owner. Pay all costs incurred for off -site storage facilities. Products properly stored in off -site storage facilities may be included in progress pay requests with written approval of the Owner. C. Handling Handle materials, products and equipment in a manner prescribed by manufacturer or specified to protect from damage during storage and installation. 1.6 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.7 SUBSTITUTIONS A. For bidding purposes as provided in "Information to Bidders". B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the Bidder: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as for the specified product. December 2021 PRODUCT REQUIREMENTS 01600 - 2 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re -approval by authorities. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit four copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. The Engineer will notify Contractor, in writing, of decision to accept or reject request. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 PRODUCT REQUIREMENTS 01600 - 3 SECTION 01700 CONTRACT CLOSEOUT PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. D. Project record documents. E. Operation and maintenance data. F. Warranties. 1.3 RELATED SECTIONS A. Section 01500 —Temporary Facilities and Controls. 1.4 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Engineer's inspection. B. Provide submittals to Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.5 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean site; sweep paved areas, rake clean landscaped surfaces. C. Remove waste and surplus materials, rubbish, and construction facilities from the site. D. Repair, patch and touch-up marred surfaces to match adjacent finishes. A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.7 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. December 2021 CONTRACT CLOSEOUT 01700 - 1 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Field changes of dimension and detail. 3. Details not on original Contract Drawings. 4. Changes made by addenda and modification. F. Submit documents to Engineer with claim for final Application for Payment. 1.8 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble with metal prong binder in durable plastic presentation cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. F. Provide Affidavit of Bills Paid as required by General Contract Conditions and Owner. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION 01700 December 2021 CONTRACT CLOSEOUT 01700 - 2 DIVISION 2 — SITE WORK December 2021 DIVISION 2 — SITE WORK SECTION 02221 REMOVING EXISTING PAVEMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. This section of the specifications covers the removal of existing pavements. Included, but not limited to the following are: concrete paving, asphaltic paving, concrete curb and/or gutter, miscellaneous items. 1.3 RELATED SECTIONS A. Section 01576 — Waste Material Disposal. B. Section 02300 — Earthwork. C. Section 03300 — Cast -in -Place Concrete. D. City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications. 1.4 REGULATORY REQUIREMENTS A. Conform to applicable codes for disposal of debris. Refer to Section 01576 —Waste Material Disposal. B. Coordinate removal work with utility companies. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION A. Obtain advance approval from Owner for dimensions and limits of removal work. B. Identify all utilities below grade. Stake and flag locations. 3.2 PROTECTION A. Protect the following from damage or displacement: 1. Adjacent public and private property. 2. Trees, plants, and other landscape features designated to remain. 3. Utilities not designated to be removed. December 2021 REMOVING EXISTING PAVEMENTS 02221 - 1 4. Pavement and utility structures not designated to be removed. 5. Bench marks, monuments, and existing structures not designated to be removed. 3.3 REMOVALS A. Remove pavements and structures by methods that will not damage underground utilities. Do not use a drop hammer near existing underground utilities. B. Minimize amount of earth loaded during removal operations. C. Where existing pavement is to remain, make straight saw cuts in existing pavement to provide clean breaks prior to removal. Do not break concrete pavement or base with drop hammer unless concrete or base has been saw cut to a minimum depth of 2 inches. D. Where street and driveway saw cut locations coincide or fall within 3 feet of existing construction or expansion joints, break out to existing joint. E. Remove sidewalks and curbs to nearest existing dummy, expansion, or construction joint. F. Any existing concrete which is damaged or destroyed beyond the neat lines so established shall be replaced at the Contractor's expense. G. Remaining concrete shall be mortared to protect the reinforcing steel and provide a neat clean appearance. H. Where reinforcement is encountered in the removed portions of structures to be modified, a minimum of 1-foot of steel length shall be cleaned of all old concrete and left in place to tie into the new construction where applicable. I. Existing asphalt pavement and caliche base shall be salvaged and delivered to stockpile area. Care shall be taken to exclude subgrade soils from the salvaged paving material. Material shall be crushed to a maximum diameter of 2-inches, whether crushed or milled. 3.4 BACKFILL A. Backfill of removal zones shall be in accordance with requirements of Section 02300 — Earthwork. 3.5 DISPOSAL A. Remove from the site debris resulting from work under this section in accordance with requirements of Section 01576 — Waste Material Disposal. END OF SECTION 02221 December 2021 REMOVING EXISTING PAVEMENTS 02221 - 2 SECTION 02260 EXCAVATION SUPPORT AND PROTECTION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES This section of the specifications covers trench safety systems and excavations equal to or greater than five feet in depth. All excavation work performed for the project shall also comply with US Department of Labor Rules 29 CFR, OSHA Part 1926, Subpart P and all State and Local codes. 1.3 RELATED SECTIONS A. Section 01330 — Submittal Procedures. B. Section 01555 —Barricades, Signs and Traffic Handling. C. Section 02300 — Earthwork. 1.4 SUBMITTALS A. Conform to Section 01330 — Submittal Procedures. B. Prior to, or at the Pre -Construction Conference, the Contractor shall submit to Owner a "Trench Safety System Plan" sealed by a Professional Engineer registered in the State of Texas. Notice to Proceed with construction will not be issued by Engineer until Contractor has submitted a "Trench Safety System Plan" to Owner. The Trench Safety System Plan shall, at a minimum, conform to OSHA standards for sloping of sides, utilization of trench boxes, and/or utilization of shoring, sheeting and bracing methods. 1.5 QUALITY ASSURANCE A. The Contractor shall be responsible for complying with the requirements of the specifications, drawings and all applicable codes. The Contractor shall immediately notify the Engineer of any unforeseen field conditions which might affect the integrity of the trench safety system. B. Installer Qualifications: Engage an experienced installer to assume engineering responsibility and perform work of this Section who has specialized in installing excavation support and protection systems similar to those required for this Project and with a record of successful in-service performance. The Contractor shall be responsible for complying with all trench safety requirements and for the safety of trench and excavations. C. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in the jurisdiction where the Project is located and who is experienced in providing engineering services for designing excavation support and protection systems that are similar to those indicated for this Project in material, design, and extent. December 2021 EXCAVATION SUPPORT AND PROTECTION 02260 - 1 Engineering Responsibility: As needed by the Contractor to assure worker safety and compliance with OSHA regulations, the Contractor shall be responsible for engaging a qualified professional engineer to prepare or supervise the preparation of data for the excavation support and protection system including drawings and comprehensive engineering analysis that shows the system's compliance with specified requirements. 1.6 PROJECT CONDITIONS A. Prior to starting trench excavations, the Contractor shall examine all site conditions and note any conditions in existing pavements, structures and other items which may be adversely affected by trenching operations. Prepare a written list of all such conditions and submit the list to the Engineer. During trenching operations note any changes which occur to existing pavements, structures or adjacent ground and submit a written report to the Engineer of all such changes. 1.7 EXISTING UTILITIES A. Prior to starting trench excavations, chart and field locate all existing utilities. Notify owners of all utilities of work to be performed. Protect all existing utilities from damage. Provide additional support for utility lines which cannot span trench width. Do not interrupt existing services without written approval by the Engineer and the utility owner. PART 2 -PRODUCTS 2.1 MATERIALS A. Materials need not be new but must be in serviceable condition. B. Structural Steel: ASTM A 36. C. Steel Sheet Piling: ASTM A 328 or ASTM A 572 D. Wood: Soft or hard wood as required by design. E. Aluminum: Type 1061-T6, thickness as required by design. PART 3 -EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards that could develop during excavation support and protection system operations. 1. Shore, support, and protect utilities encountered. B. Install excavation support and protection systems to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities, including temporary fencing as shown on the plans. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. C. Locate excavation support and protection systems clear of permanent construction and to permit forming and finishing of concrete surfaces. December 2021 EXCAVATION SUPPORT AND PROTECTION 02260 - 2 D. Monitor excavation support and protection systems daily during excavation progress and for as long as excavation remains open. Promptly correct bulges, breakage, or other evidence of movement to ensure excavation support and protection systems remain stable. E. Promptly repair damages to adjacent facilities caused by installing excavation support and protection systems. F. Dewatering: During construction, the trench shall be kept drained, insofar as practical, and the work shall include the installation and operation of all pumping, bailing and draining necessary to keep the excavation free from seepage water, water from any utilities, wastewater collection systems, ditches, and other sources. The Contractor shall remove all water from any source that may accumulate in the excavation and trenching. The embedment or pipe shall not be installed in water. No water shall be allowed to flow through or over unset concrete or through the completed line. All water removed from excavations shall be disposed of in a manner approved by the Owner, and to avoid the discharge of solids into the watercourse, so as not to create unsanitary conditions, injure persons or property, damage the work in progress, and/or interfere unduly with the use of streets, driveways, or entrances. Pumping, bailing and draining, underdrains, ditches, etc. shall be considered incidental work and shall not be paid for as separate items, but their cost shall be included in such contract prices as are provided in the contract. Provide shoring systems in accordance with the Contractor's submitted design to adequately resist earth pressures. A. Proceed with work in an orderly fashion. Install trench bracing systems as soon as possible after opening trenches. Do not allow workers in trench prior to installing trench bracing systems. B. Backfill trenches as soon as possible after completion of work. C. Stockpile excavated materials at least three feet away from edge of trench at location as indicated in the plans. D. Maintain barricades and signage as required by State and Local codes to protect open excavations. E. Do not allow surface water to enter excavations. Properly grade areas adjacent to trench excavations to control surface drainage away from excavations. F. If cut back method is allowed by Owner and is employed, maintain a clear distance of three feet from edge of cut to avoid allowing loose material to enter trench. Cut back method may not be used where there is insufficient work area to employ it. G. Do not operate heavy equipment except for trench digging or pipe laying equipment within twenty feet of edge of excavation. Haul trucks, if needed, may operate closer than twenty feet to trench edge provided the Contractor deems it safe to do so. H. Contractor shall repair any trench slope failures immediately as they occur (subsidiary). December 2021 EXCAVATION SUPPORT AND PROTECTION 02260 - 3 3.3 REMOVAL AND REPAIRS A. Remove excavation support and protection systems when construction has progressed sufficiently to support excavation and bear soil and hydrostatic pressures. Remove in stages to avoid disturbing underlying soils and damaging structures, pavements, facilities, and utilities. Repair or replace, as approved by Engineer, adjacent work damaged or displaced by Contractor's operations. END OF SECTION 02260 December 2021 EXCAVATION SUPPORT AND PROTECTION 02260 - 4 SECTION 02300 EARTHWORK PART 1 -GENERAL 1.1 1.2 1.3 1.4 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. SECTION INCLUDES A. This section of the specifications refers to general excavation of various materials at utilities, ditches, channel grading, subgrade preparation related to paving, flexible base, topsoil placement, and other miscellaneous grading items. For trenching -specific earthwork and excavations at least five feet deep, refer to Section 02317 —Excavation and Backfill for Structures and Trench. RELATED SECTIONS A. Section 01400 - Quality Requirements B. Section 01500 - Temporary Facilities and Controls C. Section 02260 - Excavation Support and Protection D. Section 02318 - Borrow E. Section 03300 - Cast -in -Place Concrete. F. City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications REFERENCES AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM C 136 (2001) Sieve Analysis of Fine and Coarse Aggregates ASTM D 422 (1963; R 2002) Particle -Size Analysis of Soils ASTM D 698 (2000a) Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft — lb/ft3). ASTM D 1140 (2000) Amount of Material in Soils Finer than the No. 200 (75-micrometer) Sieve ASTM D 1556 (2000) Density and Unit Weight of Soil in Place by the Sand -Cone Method ASTM D 1557 (2002) Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft — lbf/ft3) ASTM D1586 (1999) Penetration Test and Split -Barrel Sampling of Soils December 2021 EARTHWORK 02300-1 ASTM D 2487 ASTM D 2922 ASTM D 3017 ASTM D 4318 1.5 DEFINITIONS (2000) Classification of Soils for Engineering Purposes (Unified Soil Classification System) (2001) Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth) (2001) Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth) (2000) Liquid Limit, Plastic Limit, and Plasticity Index of Soils A. Backfill: Soil materials used to fill an excavation. B. Base Course: Layer placed between the subbase course and asphalt paving. C. Borrow: Satisfactory soil imported from off -site for use as fill or backfill. D. Excavation: Removal of material encountered above subgrade elevations. 1. Additional Excavation: Excavation below subgrade elevations as directed by Owner. Additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. 2. Bulk Excavation: Excavations more than 20 feet in width and pits more than 30 feet in either length or width, and not associated with trenching for pipe installation. 3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated dimensions without direction by Owner. Unauthorized excavation, as well as remedial work directed by Owner, shall be without additional compensation. E. Fill: Soil materials used to raise existing grades. F. Structures: Culverts, Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. G. Subbase Course: Layer placed between the subgrade and base course for asphalt paving, or layer placed between the subgrade and a concrete pavement or walk. H. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. I. Utilities: Include on -site underground pipes, conduits, ducts, and cables. J. Suitable Material: Suitable soil materials are those meeting specification requirements. Unsuitable soils meeting specification requirements for suitable soils after treatment with lime or cement are considered suitable, unless otherwise indicated. K. Unsatisfactory Materials: Materials which do not comply with the requirements for satisfactory materials are unsatisfactory. Unsatisfactory materials also include man-made fills; trash; refuse; backfills from previous construction; and material classified as satisfactory which contains root and other organic matter or frozen material. The Owner shall be notified of any contaminated materials. December 2021 EARTHWORK 02300-2 L. Cohesionless and Cohesive Materials: Cohesionless materials include materials classified in ASTM D 2487 as GW, GP, SW, and SP. Cohesive materials include materials classified as GC, SC, ML, CL, MH, and CH. Materials classified as GM and SM will be identified as cohesionless only when the fines are nonplastic. Testing required for classifying materials shall be in accordance with ASTM D 4318, ASTM C 136, ASTM D 422, and ASTM D 1140. M. Degree of Compaction: Degree of compaction required is expressed as a percentage of the maximum density obtained by the test procedure presented in ASTM D 698 or ASTM D 1557 as designated in the Contract Documents abbreviated as a percent of laboratory maximum density. Procedure A, B or C shall be applied as applicable along with corrections according to ASTM D 4718. For free draining soils, use maximum reference density according to ASTM D 4253. N. Topsoil: Material suitable for topsoils obtained from offsite areas or the top 3 feet of excavated material shall be defined as clean and uncontaminated soils capable of sustaining plant life. 1.6 SUBMITTALS A. Material Reports 1. Classification according to ASTM D 2487 for each site of borrow soil material. 2. Laboratory compaction curve according to ASTM D 698 for each on -site or borrow soil material. 1.7 QUALITY ASSURANCE A. Refer to Section 01400 — Quality Requirements. 1.7 SCHEDULING A. Temporary fencing must be in place prior to excavation beginning and maintained at all times. B. Coordinate backfilling of trench with water line installation including embedment and backfill. C. Testing to be scheduled with Owner. PART 2 -PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. Refer to Section 02318 — Borrow. B. Satisfactory Soils: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM, or a combination of these group symbols; free of rock or gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. Satisfactory soils should have a liquid limit of 45 maximum and a plasticity index of 15 maximum. December 2021 EARTHWORK 02300-3 C. Unsatisfactory Soils: ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT, or a combination of these group symbols. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Backfill and Fill: Satisfactory soil materials. E. Subbase: Satisfactory soils. F. Flexible Base: Refer to City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications, 8.08.02 Flexible Base (Caliche). G. Subgrade: Refer to City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications. PART 3 -EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Protect subgrades and foundation soils against freezing temperatures or frost. C. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. 3.2 STRIPPING OF TOPSOIL A. Topsoil will be separately excavated, stored, and used for surface finish in preparation for seeding, sodding, or other planting, only where topsoil is definitely superior for grass and plant growth as compared with the remainder of the excavated material. In general, this shall be considered as the top 6 inches of excavated material. Surface soil that is heavy clay, predominantly sandy, or is lean in grass -and plant -growth qualities, will not be saved. The hauling, spreading, smoothing, and maintenance of the topsoil in preparation for the seeding and planting operations are generally considered under a separate section, and therefore are not considered in this specification. 3.3 FROZEN MATERIAL A. Soils shall not be placed on a foundation which contains frozen material, or which has been subjected to freeze -thaw action. This prohibition encompasses all foundation types, including the natural ground, all prepared subgrades (whether in an excavation or on an embankment) and all layers of previously placed and compacted earth fill which become the foundations for successive layers of earth fill. All material that freezes or has been subjected to freeze -thaw action during the construction work, or during periods of temporary shutdowns, such as, but not limited to, nights, holidays, weekends, winter shutdowns, or earthwork operations, shall be removed to a depth that is acceptable to the Engineer December 2021 EARTHWORK 02300-4 and replaced with new material. Alternatively, the material will be thawed, dried, reworked, and recompacted to the specified criteria before additional material is placed. The Engineer will determine when placement of fill or backfill shall cease due to cold weather. The Engineer may elect to use average daily air temperatures, and/or physical observation of the soils for his determination. Embankment material shall not contain frozen clumps of soil, snow, or ice. 3.4 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks, pavements and similar paths to indicated cross sections, elevations, and grades. 3.5 SUBGRADE PREPARATION A. Refer to City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications 3.6 UNSUITABLE MATERIAL A. If unsuitable material is encountered during subgrade preparation regardless of how it is discovered, the Contractor shall take corrective action as directed by the Owner. If removal and replacement of the material is required or if drying is required deeper than 6 inches below subgrade it will be considered over excavation and paid for separately. Contractor shall backfill any over excavation with suitable material and compact to 95% of Standard Proctor Density at a moisture content within 2% of optimum in accordance to ASTM D698. 3.7 FLEXIBLE BASE CONSTRUCTION A. Refer to City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications. 3.8 STORAGE OF SOIL MATERIALS A. Stockpile satisfactory excavated soil materials to stockpile site indicated on Drawings. Stockpile soil materials without intermixing. Place, grade and shape stockpiles to drain surface water. Cover or spray with dust suppressant to prevent windblown dust. 3.9 UTILITY TRENCH BACKFILL A. Refer to City of Lubbock Public Works Engineering - Minimum Design Standards and Specifications. 3.10 FILL A. Preparation: Remove vegetation, 6" of topsoil, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface before placing fills. B. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material. C. Place and compact fill material to required elevations as directed in the plans using satisfactory soil material. December 2021 EARTHWORK 02300-5 D. When required, provide additional backfill material conforming with requirements of Section 02318 - Borrow. 3.11 MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air-dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. 3.12 COMPACTION OF FILLS A. Place fill materials in layers not more than 6 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand -operated tampers. B. Any backfill or fill 20-ft or greater in depth from the finished surface shall be compacted to 100% of Standard Proctor Density at a moisture content within 2% of optimum; backfill or fill material less than 20-ft in depth up to 10-ft in depth from the finished surface shall be compacted to a minimum of 98% of Standard Proctor Density at a moisture content within 2% of optimum; and backfill or fill material within 10 feet of the finished surface shall be compacted to a minimum of 95% of Standard Proctor Density at a moisture content within 2% of optimum. C. Use only hand -operated tamping equipment or place flowable backfill to achieve a minimum cover of 12 inches over pipes, conduits, and ducts. Do not use heavy compacting equipment until adequate cover is attained to prevent damage to pipes, conduits, or ducts. Do not use vibratory equipment unless approved by the Owner and until 5 feet of cover over pipes, conduits and ducts is obtained. Use of vibratory equipment within 10 feet measured from the top of finished surface or adjacent to existing structures will only be permitted if approved by the Owner on a case -by -case basis. 3.13 TESTING A. Testing Agency: Owner will conduct independent construction materials testing in conformance with Section 01400 — Quality Requirements. Contractor shall be responsible for paying for failing tests conducted by Owner. Such failing tests shall include pro-rata technician time charges, pro-rata mileage expense and other pro -rated agency charges. B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after Engineer has verified that test results for previously completed work comply with requirements. C. Testing agency will test compaction of soils in place according to ASTM D 1556 and ASTM D 2922, as applicable. Tests will be performed at the following locations and frequencies: Paved Areas: At subgrade and at each compacted fill layer, at least one test for every 5,000 sq. ft. or less of paved area, but in no case fewer than three tests. December 2021 EARTHWORK 02300-6 2. Trench Backfill: Refer to Section 02317 — Excavation and Backfill for Structures and Trenches. D. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. 3.14 GRADING A. General: Uniformly grade areas to a smooth surface free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Site Grading: Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus 1 inch. 2. Walks: Plus or minus 1 inch. 3. Pavements: Plus or minus 3/8 inch. 3.15 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash, debris and excess weeds. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. Scarify or remove and replace soil material to depth as directed by Engineer; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greatest extent possible. 3.16 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property according to Section 01576 — Waste Material Disposal. END OF SECTION 02300 December 2021 EARTHWORK 02300-7 SECTION 02318 BORROW PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. This portion of the specifications shall consist of the removal and proper utilization of materials secured from sources obtained by the contractor and approved by the Owner. 1.3 RELATED SECTIONS A. Related Sections include the following: 1. Section 01400 — Quality Requirements. 2. Section 02300 - Earthwork. 3. Section 02260 - Excavation Support and Protection. 5. Section 02920 - Lawns and Grasses. 1.4 REFERENCES AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM C 136 (2001) Sieve Analysis of Fine and Coarse Aggregates ASTM D 422 (1963; R 2002) Particle -Size Analysis of Soils ASTM D 698 (2000a) Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lb/ft3) ASTM D 1140 (2000) Amount of Material in Soils Finer than the No. 200 (75-micrometer) Sieve ASTM D 1556 (2000) Density and Unit Weight of Soil in Place by the Sand -Cone Method ASTM D 2487 (2000) Classification of Soils for Engineering Purposes (Unified Soil Classification System) ASTM D 2922 (2001) Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth) ASTM D 3017 (2001) Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth) ASTM D 4318 (2000) Liquid Limit, Plastic Limit, and Plasticity Index of Soils December 2021 BORROW 02318 - 1 1.5 DEFINITIONS A. Refer to Section 02300 — Earthwork 1.6 SUBMITTALS A. Material Reports 1. Classification according to ASTM D 2487 of borrow soil material. 2. Laboratory compaction curve according to ASTM D 698 for borrow soil material. PART 2 -PRODUCTS 2.1 MATERIALS A. Class A (Select Borrow): This material shall consist of sand or other suitable granular material, free from vegetation or other objectionable matter and reasonably free from lumps of earth, and when tested by ASTM laboratory methods, shall meet the following requirements: 1. The liquid limits shall not exceed 45. 2. The plasticity index shall not be less than 4 nor more than 15. B. Class B: This material shall consist of suitable non -swelling (soils with a plasticity index less than 20) earth material such as loam, clay or other such materials that will form a stable embankment. C. Topsoil: This material shall consist of approved topsoil material and shall be clean, friable soil capable of supporting plant life. This material shall also be free of stones and all other debris. Topsoil for a particular location shall closely match the original topsoil removed from that particular location in terms of color, Atterberg limits and texture. PART 3 -EXECUTION 3.1 METHODS OF CONSTRUCTION A. Prior to commencing this work, all erosion control and environmental measures required shall be in place. B. Use all suitable materials removed from excavation insofar as practicable. C. All complicated excavation grade work shall conform to the established alignment, grades, and cross-section required of the Contractor by the borrow pit owner. D. Contractor shall arrange for borrow from one of the following sources: 1. Existing borrow pit. 2. New borrow pit. 3. Surplus excavated material from a site which has all required permits. E. Contractor shall notify Owner three (3) weeks prior to opening pit to permit necessary testing for approval of materials. All borrow sites shall comply with the requirements of the permit. December 2021 BORROW 02318 - 2 F. During construction, keep borrow sources drained insofar as practicable to permit final cross sections to be taken, when required. G. Maintain borrow sites to minimize the impact on the appearance of the natural topographic features and at no time create a potential hazard to the public. END OF SECTION 02318 December 2021 BORROW 02318 - 3 SECTION 02810 AUTOMATIC IRRIGATION SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. The work required under this Section consists of furnishing all labor materials, equipment, services and related items necessary to complete all irrigation system work, and all related work, complete as indicated on the drawings or specified herein. B. The major items of work include, but are not limited to the following: 1. Verify underground utility locations. 2. Removal, protection and/or restoration of all existing improvements. 3. Trenching and backfilling. 4. Furnishing and installing a fully operational automatically controlled irrigation system, including all mains, laterals, fittings, quick coupling valves, gate valves, and drain valves, backflow preventer, etc. 5. Testing of system and making it operative. 1.2 DEFINITIONS A. Circuit Piping: Downstream from control valves to sprinklers, specialties, and drain valves. Piping is under pressure during flow. B. Drain Piping: Downstream from circuit -piping drain valves. Piping is not under pressure. C. Irrigation Main Piping: Downstream from point of connection to water distribution piping to, and including, control valves. Piping is under water -distribution -system pressure. 1.3 SUBMITTALS A. Product Data: Include pressure ratings, rated capacities, and settings of selected models for the following: 1. General -duty valves. 2. Specialty valves. 3. Control -valve boxes. 4. Sprinklers. 5. Irrigation specialties. 6. Controllers. B. Shop Drawings: Show irrigation system piping, including plan layout, and locations, types, sizes, capacities, and flow characteristics of irrigation system piping components. Include water meters, backflow preventers, valves, piping, sprinklers and devices, accessories, controls, and wiring. Show areas of sprinkler spray and overspray. Show wire size and number of conductors for each control cable December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 1 C. Maintenance Data: Submit maintenance data and parts lists for irrigation system materials and products. Include these data, product data, shop drawings and record drawings in maintenance manual, in accordance with requirements of Division 1. 1.4 QUALITY ASSURANCE A. Manufacturer's Qualifications: Firms regularly engaged in manufacturing irrigation systems materials and products, of types and sizes required, whose products have been in satisfactory use in similar service for not less than five (5) years. B. Installer's Qualifications: Firms who have successfully completed execution of a minimum of five (5) contracts involving the installation of irrigation and piping work similar in size and scope to that required for this project. Such experience should be able to be demonstrated through references. C. Codes and Standards: 1. Comply with all applicable state and local ordinances and codes. 2. All materials and work shall meet the requirements of the A.W.W.A., A.S.S.E. and the USC Foundation for Cross Connection Control. PART 2 - PRODUCTS 2.1 PIPES AND FITTINGS A. PVC pipe: ASTM D 2241, SDR 21, PVC 1120, 1220, Class 200. B. PVC Pipe: ASTM D 1785, PVC 1120 compound, Schedule 40. 1. PVC Socket Fittings, Schedule 40: ASTM D 2466. 2. Solvent Cement: Compatible with PVC pipe and or proper consistence ASTM D-2564. 2.2 BACKFLOW DEVICES A. 1-1/4" and 1-1/2" Bronze Valve Body, Silicone Elastomers, Stainless Steel Springs, Threaded End Connections. In conformance with ANSI/AWWA (C510-92). 1. Manufacturers: a. Febco Model 850 (1-1/4") and (1-1/2") b. Watts Industries, Inc.; Water Products Div. C. Or approved other. 2.3 GENERAL -DUTY VALVES A. PVC Ball Valves: MSS SP-122, union] type, with full -port ball, socket or threaded detachable end connectors, and pressure rating not less than 150 psig (1035 kPa). 1. Material Option: MSS SP-122, of plastic other than PVC and suitable for potable water. Include threaded ends and pressure rating not less than 150 psig (1035 kPa), unless otherwise indicated. 2. Manufacturers: December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 2 a. NIBCO INC.; Chemtrol Div. b. Watts Industries, Inc.; Water Products Div. c. Or approved other. 2.4 SPECIALTY VALVES A. Quick -Coupling Valve and Valve Key: Shall be as noted on drawings and shall be 1 '/4" brass with locking top, and located up stream of all remote control valves. 1. Contractor shall owner with a minimum of 1 Valve Key. 2. Manufacturers: a. Rain Bird Sprinkler Mfg. Corp. Quick -Coupling Valve 33DRC b. Rain Bird Sprinkler Mfg. Corp. Quick -Coupling Key 33DK c. Or approved other. B. Plastic Automatic Control Valves: (Spray, Rotor and Bubbler Heads Only): Molded -plastic body, normally closed, diaphragm type with manual flow adjustment, and operated by 24 VAC 60 Hz (cycles/sec.) solenoid. Refer to drawing for sizes. 1. Manufacturers: a. Hunter Industries Incorporated ICV Control Valve (Refer to plan for sizes) b. Or approved other. A. Pop-up spray head assembly. Refer to drawing for assembly type and nozzle sizes. 1. Manufacturers: a. Hunter Industries Incorporated MPR40-04-CV (Refer to drawing for nozzle sizes) b. Or approved other. B. Bubblers: 1. Manufacturers: a. Hunter Industries Incorporated Inst-04-CV-MSBN-IOF b. Or approved other. C. 4" Pop-up rotary head. Refer to drawing for Rotary type and nozzle size. 1. Manufacturers: a. Hunter Industries Incorporated I-20 b. Or approved other. c. 6" Stainless Steel 2.6 VALVE BOXES A. Electric Valves: 21.8" L x 16.6" W x 12.0" H Standard Rectangular Series with lid and extensions 1. Manufacturers: a. Rain Bird Sprinkler Mfg. Corp. December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 3 b. Or approved other. B. Master Valve/Flow Sensor 2.7 SPRINKLER SPECIALTIES A. Strainer/Filter Units: Pressure Regulating Filter. Refer to drawing for sizes. 1. Manufacturers: a. Netafim b. Or approved other. B. 11/2" PE or PVC tubing: Black Stripe Tubing Netafim Sprinkler Mfg. Corp. Model XBS 250, or approved other. 1. Compression Fittings: Easy Fit Compression Fitting System (Adapters and Fittings) 2. Manufacturer: a. Netafim Sprinkler Mfg. Corp. b. Or approved other. C. Swing Pipe: %2" x 12" long flexible PVC with street elbow Schedule 40 construction. 1. Manufacturer: a. Hunter Sprinkler Mfg. Corp. SPX Series and MSE-050 b. Or approved other. 2.8 AUTOMATIC -CONTROL SYSTEM A. Manufacturers: 1. Rain Master Irrigation Evolution DX 2. Or approved other. B. Enclosures provided by Owner: With locking cover and two matching keys. 1. Material: Metal 2. Mounting: Ground mount C. Control Transformer: Transformer Input 120/230 VAC, 50/60Hz, Transformer Output 24VAC, 4A, Station Output 24VAC, 0.56A (2 Valves), Maximum Total Output 24VAC, 4A (14 valves). D. Wiring: UL 493, Type OF-B multi -conductor, with solid -copper conductors and insulated cable; suitable for direct burial. 1. Manufacturers: a. AFC Cable Systems Inc. b. Alcatel Canada Wire, Inc. c. American Electric Cable Co. d. American Insulated Wire Corp. December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 4 e. Cerro Wire & Cable Co., Inc. f. Colonial Wire and Cable Co., Inc. g. Essex Group, Inc.; Building Wire Products Division. h. Precision Cable Manufacturing Co., Inc. i. Southwire Company. j. Triangle Wire and Cable Co. k. Or approved other. 2. Feeder -Circuit Cables: No. 12 AWG minimum, between building and controllers. 3. Low -Voltage, Branch -Circuit Cables: No. 14 AWG minimum, between controllers and automatic control valves; color -coded different from feeder -circuit -cable jacket color; with jackets of different colors for multiple -cable installation in same trench. 4. Splicing Materials: UL-approved and filled with silicone for waterproofing. PART 3 - EXECUTION 3.1 EARTHWORK A. Refer to 02300 Earthwork for excavating, trenching, and backfilling. B. Install warning tape directly above pressure piping, 12 inches (300 mm) below finished grades, except 6 inches (150 mm) below subgrade under pavement and slabs. C. Install piping and wiring in sleeves under sidewalks, roadways, parking lots, and railroads. D. Drain Pockets: Excavate to sizes indicated. Backfill with cleaned gravel or crushed stone, graded from 3/4 to 3 inches (19 to 75 mm), to 12 inches (300 mm) below grade. Cover gravel or crushed stone with sheet of asphalt -saturated felt and backfill remainder with excavated material. E. Trenches shall be made wide enough to allow a minimum of two (2") inches between parallel pipe lines. Trenches for pipelines shall be made of sufficient depth to provide minimum cover from finish grade as follows: 1. 18"-24" minimum cover over main lines. 2. 14"-18" minimum cover over control lines from controller to valves. 3.2 PIPING APPLICATIONS A. Piping in control -valve boxes and aboveground maybe joined with flanges instead of joints indicated. B. Underground Irrigation Main Piping: Class 200, PVC pipe and socket fittings; and solvent - cemented joints. C. Circuit Piping: Class 200, PVC pipe and socket fittings; and solvent -cemented joints. D. Circuit Piping: PE, controlled OD pipe; PE socket or butt -fusion fittings. E. Risers to Aboveground Sprinklers and Specialties: Schedule 80, PVC pipe and socket fittings; and solvent -cemented joints. December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 5 F. Drain Piping: Schedule 40, PVC pipe and socket fittings; and solvent -cemented joints. G. Sleeves: Schedule 40, PVC pipe and socket fittings; and solvent -cemented joints, sleeves shall be 2 times the diameter of the main line or lateral running through it. H. No pipe shall be laid when, in the opinion of the Project Consultant, trench or weather conditions are unsuitable. When pipe laying is not in progress, the open ends of the installed pipe shall be closed by approved means to prevent entrance of trench water and other foreign material into the line(s). Enough backfill shall be placed in the center sections of the pipe to prevent floating. Any pipe that has floated shall be removed from the trench and re-laid. 3.3 INSTALLATION A. Install piping free of sags and bends. B. Install groups of pipes parallel to each other, spaced to permit valve servicing. C. Install fittings for changes in direction and branch connections. D. Install unions adjacent to valves and to final connections to other components. E. Lay piping on solid subbase, uniformly sloped without humps or depressions. F. Refer to Division 2 Section "Piped Utilities -- Basic Materials and Methods" for basic pipe joint construction. G. Underground Ball Valves: Install in valve box with top flush with grade. 1. Install valves and PVC pipe with restrained, gasketed joints. H. Underground, Manual Control Valves: Install in manual control -valve box. I. Control Valves: Install in control -valve box. J. Install remote valves where shown and group together where practical. Place valves no closer than six (6") inches to walk edges, buildings and walls. Locate all valve boxes in planting beds unless otherwise directed or noted. K. Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed. L. Locate part -circle sprinklers to maintain a minimum distance of 4 inches (100 mm) from walls and 2 inches (50 mm) from other boundaries, unless otherwise indicated. M. Install control cable in same trench as irrigation piping and at least 2 inches (50 mm) below or beside piping. Provide conductors of size not smaller than recommended by controller manufacturer. Install cable in separate sleeve under paved areas if irrigation piping is installed in sleeve. N. Expansion Curls: Expansion curls shall be provided within three (Y) feet of each wire connection to solenoid and at least every three hundred (300') feet in length. (Expansion curls are formed by wrapping at least five (5) turns of wire around a rod or pipe 1" or more in diameter, then withdrawing the rod). December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 6 A. Ground equipment according to Division 16 Section "Grounding and Bonding". B. Connect wiring according to Division 16 Section "Conductors and Cables". 3.5 LABELING AND IDENTIFYING A. Refer to Division 2 Section "Piped Utilities -- Basic Materials and Methods" for equipment nameplates and signs. B. Warning Tapes: Arrange for installation of continuous, underground, detectable warning tape over underground piping, during backfilling of trenches. C. Refer to Division 2 Section "Earthwork" for warning tapes. 3.6 FIELD QUALITY CONTROL A. Hydrostatic Test: 1. Request the presence of the Owner and/or Project Consultant at least forty-eight (48) hours in advance of testing. 2. Testing to be accomplished at the expense of the Contractor, and in the presence of the Owner. 3. Center load piping with small amount of backfill to prevent arching or slipping under pressure. 4. Apply a continuous and static water pressure of fifty (50) psi when welded plastic joints have cured at least twenty-four (24) hours and with the risers capped as follows: a. Main lines and sub mains to be tested for one (1) hour. b. Lateral lines to be tested for one (1) hour. 5. Repair leaks resulting from tests. 6. The lines shall then be retested until satisfactory. 3.7 ADJUSTING A. Adjust settings of controllers. B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. C. Adjust sprinklers so they will be flush with, or not more than 1/2 inch (13 mm) above, finish grade. D. L.I.C. shall select MPR series spray nozzles for "Head -to -Head" coverage adjusted for minimum overspray onto pavement. No overspray is permitted into streets. December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 7 3.8 INSTRUCTIONS After completion and testing of the system, the Contractor will instruct the Owner's personnel in the proper operation and maintenance of the system. 3.9 PROTECTION Contractor shall be responsible for work until finally inspected, tested and accepted. After deliv- ery, and before and after installation, protect work against theft, injury or damage. Protect open ends of work with temporary covers or plugs during construction, to prevent entry of obstruction material. END OF SECTION 02810 December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 8 SECTION 02900 SEEDING PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings, Construction Contract Clauses, Supplementary Conditions and Division 1- General Requirements apply to Work of this Section. 1.2 SECTION INCLUDES A. Seeding at all disturbed areas. B. Establishment of grass. C. Fertilizers. 1.3 RELATED SECTIONS A. Section 02300 — Earthwork: Excavation, filling, rough grading, and subsurface aggregate drainage and drainage backfill. 1.4 SUBMITTALS A. Product certificates signed by manufacturers certifying that their products comply with specified requirements. 1. Manufacturer's certified analysis for standard products. 2. Analysis for other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. 3. Label data substantiating that plants, trees, shrubs, and planting materials comply with specified requirements. B. Certification of grass seed from seed vendor for each grass -seed mixture stating the botanical and common name and percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. C. Material test reports from qualified independent testing agency indicating and interpreting test results relative to compliance of the following materials with requirements indicated. 1. Analysis of existing surface soil. 2. Analysis of imported topsoil. D. Planting schedule indicating anticipated dates and locations for each type of planting. E. Maintenance instructions recommending procedures to be established by Owner for maintenance of landscaping during an entire year. Submit before expiration of required maintenance periods. December 2021 SEEDING 02900-1 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has completed landscaping work similar in material, design, and extent to that indicated for this Project and with a record of successful landscape establishment. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on the Project site during times that landscaping is inprogress. B. Testing Agency Qualifications: To qualify for acceptance, an independent testing agency must demonstrate to Architect's satisfaction, based on evaluation of agency -submitted criteria conforming to ASTM E 699, that it has the experience and capability to satisfactorily conduct the testing indicated without delaying the Work. C. Topsoil Analysis: Furnish a soil analysis made by a qualified independent soil -testing agency stating percentages of organic matter, inorganic matter (silt, clay, and sand), deleterious material, pH, and mineral and plant -nutrient content of topsoil. 1. Report suitability of topsoil for growth of applicable planting material. State recommended quantities of nitrogen, phosphorus, and potash nutrients and any limestone, aluminum sulfate, or other soil amendments to be added to produce a satisfactory topsoil. D. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Section 01500. 1.6 DELIVERY, STORAGE, AND HANDLING A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. B. Seed: Deliver seed in original sealed, labeled, and undamaged containers. 1.7 PROJECT CONDITIONS A. Utilities: Determine location of above grade and underground utilities and perform work in a manner which will avoid damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Architect beforeplanting. 1.8 COORDINATION AND SCHEDULING A. Coordinate installation of planting materials during normal planting seasons for each type of plant material required. 1.9 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. December 2021 SEEDING 02900-2 1.10 MAINTENANCE A. Begin maintenance immediately after each area is planted and continue until acceptable stand of grass is established, but for not less than the following periods: 1. Seeded: 60 days after date of Substantial Completion. a. When full maintenance period has not elapsed before end ofplanting season, or if lawn is not fully established at that time, continue maintenance during next planting season. B. Maintain and establish grasses by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a consistent stand of grass. C. Watering: Provide and maintain temporary piping, hoses, and watering equipment to convey water from sources and to keep grass uniformly moist to a depth of 4 inches. 1. Water grass at the minimum rate of 1 inch per week. D. Mow grass as soon as there is enough top growth to cut with mower set at specified height for principal species planted. Repeat mowing as required to maintain specified height without cutting more than 40 percent of the grass height. Remove no more than 40 percent of grass -leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. E. Postfertilization: Apply fertilizer to grass after first mowing and when grass is dry. 1. Use fertilizer that will provide actual nitrogen of at least 1 lb. Per 1000 sq. ft. of lawn area. PART 2 - PRODUCTS 2.1 GRASS MATERIALS A. Grass Seed: Fresh, clean, dry, new -crop seed complying with the Association of Official Seed Analysts' "Rules for Testing Seeds" for purity and germination tolerances. 1. Seed Mixture: Provide seed of grass species and varieties, proportions by weight, and minimum percentages of purity, germination, and maximum percentage of weed seed as indicated on Schedules at the end of this Section. 2.2 TOPSOIL A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, 4 percent organic material minimum, free of stones 1 inch or larger in any dimension, and other extraneous materials harmful to plant growth. 1. Topsoil Source: Reuse surface soil stockpiled on the site. Verify suitability of surface soil to produce topsoil meeting requirements and amend when necessary. Supplement with imported topsoil when quantities are insufficient. Clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. December 2021 SEEDING 02900-3 2.3 FERTILIZER A. Commercial Fertilizer: Commercial -grade complete fertilizer ofneutral character, consisting of fast- and slow -release nitrogen, 50 percent derived from natural organic sources of urea -form, phosphorous, and potassium in the following composition: 1. Composition: 11 lbs. per 1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight. 2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing agency. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting performance of work of this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Outline areas, and secure Contracting Officer's acceptance before the start of planting work. Make minor adjustments as may be required. 3.3 PLANTING SOIL PREPARATION A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. B. Mix soil amendments and fertilizers with topsoil at rates indicated. Delay mixing fertilizer if planting does not follow placing of planting soil within a few days. 1. A "Planting Soil Amendments Schedule" is included at the end of this Section. C. For grass, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 3.4 GRASS PLANTING PREPARATION A. Limit subgrade preparation to areas that will be planted in the immediate future. B. Loosen subgrade to a minimum depth of 4 inches. Remove stones larger than 1/2 inch in any dimension and sticks, roots, rubbish, and other extraneous materials. C. Spread planting soil mixture to depth required to meet thickness, grades, and elevations shown, after light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen. 1. Place approximately 1/2 the thickness of planting soil mixture required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil mixture. D. Grade grass areas to a smooth, even surface with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit fine grading to areas that can be planted in the immediate future. Remove trash, debris, stones larger than 1/2 inch in any dimension, and other objects that may interfere with planting or maintenance operations. December 2021 SEEDING 02900-4 E. Moisten prepared grass areas before planting when soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. F. Restore prepared areas if eroded or otherwise disturbed after fine grading and before planting. 3.5 SEEDING NEW GRASSED AREAS A. Sow seed with a spreader or a seeding machine. Do not broadcast or drop seed when wind velocity exceeds 2 mph. Evenly distribute seed by sowing equal quantities in 2 directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged in transit or storage. B. Rake seed lightly into top 1/4 inch of topsoil, roll lightly, and water with fine spray. 3.6 CLEANUP AND PROTECTION A. During landscaping, keep pavements clean and work area in an orderly condition. B. Protect landscaping from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.7 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of it off the Owner's property. B. Grassed Areas: Provide soil amendments in not less than the following quantities: 1. Weight of commercial fertilizer per acre: 400 lbs. 3.8 SEED MIXTURES SCHEDULE A. Full -Sun Mixture: Provide certified grass -seed blends or mixes, proportioned by weight, as follows: PROPORTION NAME MIN. PCT. GERM. MIN. PCT. PURE SD. MAX. PCT. WEED SD. 100 pct. Green Sprangletop 0.8 85 0.50 Sideouts Grama 0.5 Plains Bristlegr 1.3 Buffalogrss 1.1 K-RBluestem 9.0 END OF SECTION December 2021 SEEDING 02900-5 SECTION 02920 LAWNS AND GRASSES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SUMMARY A. This section refers to establishment of grasses for developed and undeveloped areas damaged or removed by construction activities. All areas within the limits of construction are to be seeded using approved methods and materials. Where seeding is required the Contractor has the option of either planting seed with a drill or planting seed through hydroseeding, or a mixture of both methods, in accordance with these specifications. 1.3 RELATED DOCUMENTS A. Section 02300 — Earthwork. 1.4 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. B. Manufactured Soil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil. E. Developed Areas: Area disturbed by construction activities adjacent to homes apartments or businesses along the roadway. For the purposes of meeting the re -vegetation requirements required under this project, developed areas shall be defined as land with any type of improvement such as a home apartment building, storage building, fence, or any type of business. F. Undeveloped Areas: Area disturbed by construction activities where the land is not developed. For the purposes of meeting the re -vegetation requirements for this project, undeveloped areas shall be defined as land without improvements. 1.5 SUBMITTALS A. Product Data: For each type of product indicated. B. Certification of Grass Seed: From seed vendor for each grass -seed monostand or mixture stating the botanical and common name and percentage by weight of each species and December 2021 LAWNS AND GRASSES 02920 - 1 variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. 1. Certification of each seed mixture for turfgrass, identifying source, including name and telephone number of supplier. 2. Certification that any trees, sod or seed are from nurseries that are certified to be fire ant free. C. Product Certificates: For soil amendments and fertilizers, signed by product manufacturer. D. Qualification Data: For landscape installer. E. Planting Schedule: Indicating anticipated planting dates for each type of planting. F. Preconstruction Condition Documentation: Prior to construction in any developed or undeveloped area, submit video or photographic evidence that shows all areas to be disturbed. This will provide the documentation of the "preconstruction" condition of these areas. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful grass establishment. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. 1.7 DELIVERY, STORAGE, AND HANDLING A. Seed: Deliver seed in original sealed, labeled, and undamaged containers. 1.8 SCHEDULING A. Planting Restrictions: Coordinate planting periods with maintenance periods to provide required maintenance from date of Substantial Completion. B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. C. When construction activities are completed outside planting periods for seeding operations, the Contractor shall overseed the areas disturbed by construction activities with annual rye grass as a temporary stabilization measure. The Contractor shall re -seed areas overseeded with annual rye with approved permanent stabilization grasses as soon as practical during the following planting season. 1.9 AREA MAINTENANCE A. Begin maintenance immediately after each area is planted and continue until an acceptable stand of grass is established as defined in Section 3.7 "Satisfactory Grass Establishment", but for not less than 40 calendar days from date of Substantial Completion. B. Maintain and establish grass by watering, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch. December 2021 LAWNS AND GRASSES 02920 - 2 C. Watering: Provide and maintain temporary piping, hoses, or other lawn -watering equipment to convey water from sources to keep soil uniformly moist. 1. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. Lay out temporary watering system to avoid walking over muddy or newly planted areas. 2. Water seed at a minimum rate of 1 inch per week. D. Mow grass as soon as top growth is tall enough to cut. Repeat mowing to maintain specified height without cutting more than 40 percent of grass height. Remove no more than 40 percent of grass -leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. Schedule initial and subsequent mowings to maintain the following grass height: Mow grass 4 inches to 6 inches high. E. Seeding Postfertilization: Apply fertilizer after initial mowing and when grass is dry. Use fertilizer that will provide actual nitrogen of at least 1 lb/1000 sq. ft. to seeded area. PART 2 -PRODUCTS 2.1 SEED A. Grass Seed: Fresh, clean, dry, new -crop seed complying with AOSA's "Journal of Seed Technology; Rules for Testing Seeds" for purity and germination tolerances. B. Seed Species: Seed of grass species as follows, with not less than 95 percent germination, not less than 85 percent pure seed, and not more than 0.5 percent weed seed: Use Bermuda grass seed for disturbed undeveloped areas. Choose a variety such as Celebrity Bermuda, overseed with rye, and submit to the Engineer 60 days prior to planting for approval. 2.2 TURFGRASS SOD (Not required.) A. Turfgrass Sod: Approved, complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Turfgrass Species: Bermuda grass (Cynodon dactylon tiffway cultivar) 2.3 TOPSOIL A. Contractor may use approved topsoil obtained from stripping ahead of construction activities. 2.4 PLANTING ACCESSORIES A. Selective Herbicides: EPA registered and approved, of type recommended by manufacturer for application. December 2021 LAWNS AND GRASSES 02920 - 3 2.5 FERTILIZER A. Slow -Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water -insoluble nitrogen, phosphorus, and potassium in the following composition: Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium, by weight. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine areas to receive grasses for compliance with requirements and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect adjacent and adjoining areas from hydroseeding overspray. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Remove weeds before seeding by applying selective herbicides as required do not use pre -emergence herbicides. D. Limit subgrade preparation to areas to be planted. Loosen subgrade to a minimum depth of 4 inches. Remove stones larger than one inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. Pulverize or roto-till soil clods to less than one-half inch equivalent diameter. 1. Apply fertilizer directly to subgrade before loosening at a rate of 400 pounds per acre. 2. Reduce elevation of planting soil to allow for soil thickness of sod. E. Adjacent Subgrades: If grasses are to be planted in areas unaltered or undisturbed by excavating, grading, or surface soil stripping operations; but were affected by stockpiling, vehicular traffic or other ancillary activity relating to construction operations, prepare surface soil as follows: Loosen surface soil to a depth of at least of 4 inches. a. Apply fertilizer directly to subgrade before loosening at a bulk rate of 400 pounds per acre. 2. Remove stones larger than one inch in any dimension and sticks, roots, trash, and other extraneous matter. 3. Legally dispose of waste material, including grass, vegetation, and turf, off Owner's property. F. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1/2 inch of finish elevation. Roll and December 2021 LAWNS AND GRASSES 02920 - 4 rake, remove ridges, and fill depressions to meet finish grades. Limit fine grading to areas that can be planted in the immediate future. G. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. H. Restore areas if eroded or otherwise disturbed after finish grading and before planting. 3.3 DRILLED SEEDING A. Sow seed with drill specifically designed for type of seed to be used. Do not broadcast or drop seed when wind velocity is excessive. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged. B. Sow seed at the rate of 2 lb. of pure live seed (pls) per 1000 sf. Bermuda and 4 lb. of rye. C. Roll lightly, and water with fine spray. 3.4 HYDROSEEDING A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogeneous slurry suitable for hydraulic application. 1. Mix slurry with nonasphaltic or asphalt -emulsion tackifier. 2. Apply slurry uniformly to all areas to be seeded in a one-step process. 3.5 SODDING (Not required.) A. Lay sod within 48 hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. 1. Lay sod across angle of slopes exceeding three horizontal to one vertical. 2. Anchor sod on slopes exceeding six horizontal to one vertical with wood pegs or staples spaced as recommended by sod manufacturer but not less than 2 anchors per sod strip to prevent slippage. C. Saturate sod with fine water spray within two hours of planting. During first week, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches below sod. 3.6 RENOVATION OF LAWNS A. Renovate existing grasses and landscaping damaged by Contractor's operations, such as storage of materials or equipment and movement of vehicles, at Contractor's expense. December 2021 LAWNS AND GRASSES 02920 - 5 1. Reestablish lawn where settlement or washouts occur or where minor regrading is required. 2. Contractor shall replace damaged grass or plants with grass or plants that are identical to those present in the existing lawn or landscaping. B. Remove sod and vegetation from diseased or unsatisfactory lawn areas; do not bury in soil. C. Remove topsoil containing foreign materials resulting from Contractor's operations, including oil drippings, fuel spills, stone, gravel, and other construction materials, and replace with new topsoil. D. Remove weeds before seeding. Where weeds are extensive, apply selective herbicides as required. Do not use pre -emergence herbicides. E. Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf, and legally dispose of them off Owner's property. F. Till stripped, bare, and compacted areas thoroughly to a soil depth of 6 inches. G. Apply soil amendments and initial fertilizers required for establishing new lawns and mix thoroughly into top 4 inches of existing soil. Provide new planting soil to fill low spots and meet finish grades. H. Water newly planted areas and keep moist until new grass is established. 3.7 SATISFACTORY GRASS ESTABLISHMENT A. Satisfactory Seeded Area: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots not exceeding 5 by 5 inches. B. Satisfactory sodded Area: At end of maintenance period, a healthy, well -rooted, even -colored, viable stand of grass has been established, free of weeds, open joints, bare areas, and surface irregularities. C. Reestablish grasses that do not comply with requirements and continue maintenance until grasses are satisfactory to the Owner. 3.8 CLEANUP AND PROTECTION A. Promptly remove soil and debris created by landscape work from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Erect barricades and warning signs as required to protect newly planted areas from traffic. Maintain barricades throughout maintenance period and remove after lawn is established. C. Remove erosion -control measures after grass establishment period in accordance with the Storm Water Pollution Prevention Plan. END OF SECTION December 2021 LAWNS AND GRASSES 02920 - 6 DIVISION 3 — CONCRETE December 2021 DIVISION 3 — CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. B. TxDOT Guide Schedule of Sampling and Testing 1.2 SUMMARY A. This Section includes, but is not limited to cast -in -place concrete, including formwork, reinforcing, mix design, placement procedures, curing, and finishes. B. Cast -in -place concrete includes but is not limited to the following: 1. Concrete Rip -rap. 2. Sign anchors. 3. ADA ramps. 4. Illumination pole foundations. 5. Headwalls, wingwalls, and aprons. 6. Utility encasements. 7. Cast -in -place manhole bases and manhole riser supports at pipe tee locations. C. Concrete for pavement, sidewalk, curb and gutter, driveways, and alleys shall meet the City of Lubbock Specifications. 1.3 SUBMITTALS A. Submit product data in accordance with Section 01330 —Submittal Procedures. B. Product Data: For each type of manufactured material and product indicated. C. Design Mixes: For each concrete mix. D. Shop drawings for reinforcement detailing fabricating, bending, and placing concrete reinforcement. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" showing bar schedules, stirrup spacing, bent bar diagrams, materials, steel grades, and arrangement of concrete reinforcement and methods of support. Include special reinforcing required for openings through concrete structures. E. Laboratory test reports for concrete materials and mix design test. F. Formwork shop drawings: Prepared by or under supervision of a qualified Professional Engineer detailing fabrication, assembly, and support of formwork. Design and Engineering of formwork are Contractor's responsibility. G. Shoring and Reshoring: Indicated proposed schedule and sequence of stripping formwork, shoring removal and installing and removing reshoring. December 2021 CAST -IN -PLACE CONCRETE 03300 - 1 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. American Concrete Institute (ACI) 301, "Specifications for Structural Concrete for Buildings." 2. ACI 318, "Building Code Requirements for Reinforced Concrete." 3. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice." 4. American Concrete Institute (ACI) 305R, "Hot Weather Concreting." 5. American Concrete Institute (ACI) 306R, "Cold Weather Concreting." 6. American Concrete Institute (ACI) 306.1, "Standard Specification for Cold Weather Concreting." 7. American Concrete Institute (ACI) 350R, "Environmental Engineering Concrete Structures." 8. American Concrete Institute (ACI) 117, "Specifications for Tolerances for Concrete Construction and Materials." B. Concrete Testing Service: Engage a testing agency acceptable to Owner to perform material evaluation tests and to design concrete mixes. Agency shall be qualified according to ASTM C 1077 and ASTM E 329 to conduct the testing indicated. Personnel conducting field test shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-I or an equivalent certification program. C. Materials and installed Work may require testing and retesting at any time during progress of Work. Tests, including retesting of rejected materials for installed Work, shall be done at Contractor's expense. D. Installer Qualifications: An experienced installer who has completed concrete work similar in material, design, and extent to that indicated for this project and whose work has resulted in construction with a record of successful in-service performance. E. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94, "Requirements for Production Facilities and Equipment." Manufacturer must be certified according to the National Ready Mixed Concrete Association Certification of Ready Mixed Concrete Production Facilities. PART 2 -PRODUCTS 2.1 FORM MATERIALS A. Refer to City of Lubbock Public Works Engineering Minimum Design Standards and Specifications 2.2 REINFORCING MATERIALS A. Refer to City of Lubbock Public Works Engineering Minimum Design Standards and Specifications 2.3 CONCRETE MATERIALS December 2021 CAST -IN -PLACE CONCRETE 03300 - 2 A. Refer to City of Lubbock Public Works Engineering Minimum Design Standards and Specifications 2.4 CURING COMPOUND A. Liquid -type membrane -forming curing compound with white pigment complying with ASTM C 309, Type 2, Class A. Moisture loss not more than 1.0 pounds per square yard when applied at 200 sq. ft./gal. 2.5 RELATED MATERIALS A. Dovetail Anchor Slots: Hot -dip galvanized sheet steel, not less than 0.0336 inch thick with bent tab anchors. Fill slot with temporary filler or cover face opening to prevent intrusion of concrete or debris. B. Sand Cushion: Clean, manufactured or natural sand with plasticity index of 8 or less. D. Bonding Agent: Polyvinyl acetate or acrylic base. E. Epoxy Adhesive: ASTM C 881, two -component material suitable for use on dry or damp surfaces. Provide material type, grade, and class to suit Project requirements. 2.6 PROPORTIONING AND DESIGNING MIXES A. Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301. For the trial batch method, use an independent testing agency acceptable to Engineer for preparing and reporting proposed mix designs. 1. Do not use the same testing agency as Owner for field quality control testing. B. Submit written reports to Engineer of each proposed mix for each class of concrete at least 15 days prior to start of Work. Do not begin concrete production until proposed mix designs have been reviewed by Engineer. Do not submit mix designs for other projects or that are over 60 days of age. Do not submit concrete cylinder strength reports from other projects that are older than 45 days, or that are not of the proposed mix design. C. Standard design mix to be used unless noted otherwise, provide normal weight concrete with the following properties: Refer to City of Lubbock Public Works Engineering Minimum Design Standards and Specifications3000 psi, 28-day compressive strength. D. Water related structures mix design: Provide normal weight concrete with the following properties: 1. 4500 psi, 28-day compressive strength. 2. Type I cement 3. Fly Ash: 30% of total cementitious weight. 4. Minimum slump: 6 inches 5. Maximum slump: 8 inches 6. Maximum water cementitious material ratio:.40 December 2021 CAST -IN -PLACE CONCRETE 03300 - 3 7. Add air -entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having an air content of 5 to 7 percent, unless otherwise indicated. 8. Water proofing admixture. E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, as accepted by Engineer. Laboratory test data for revised mix design and strength results must be submitted to and accepted by Engineer before using in Work. 2.7 ADMIXTURES A. Use water -reducing admixture or high -range water -reducing admixture (superplasticizer) in concrete, as required, for placement and workability. B. Use accelerating admixture in concrete slabs placed at ambient temperatures below 50 deg Fahrenheit. C. Use admixtures for water reduction and set accelerating or retarding in strict compliance with manufacturer's directions. D. Use water -reducing admixture in pumped concrete, concrete required to be water tight, and concrete with a water cementitious materials ratio below 0.50. E. Limit water-soluble, chloride ion content in hardened concrete to 0.15 percent by weight of cement. 2.8 CONCRETE MIXING A. Ready -Mixed Concrete: Comply with requirements of ASTM C 94, and as specified. When air temperature is between 85 deg F and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes, and when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. 2.9 FLOWABLE FILL Flowable fill shall consist of a concrete mixture of pea gravel and sand with a cement content of 2 sacks per cubic yard. Flowable fill shall be used for backfill in all utility ditches within the right of way, and other areas as specified. December 2021 CAST -IN -PLACE CONCRETE 03300 - 4 PART 3 -EXECUTION 3.1 GENERAL A. Coordinate the installation of joint materials, vapor retarder, and other related materials with placement of forms and reinforcing steel. Before concrete placement operations begin, the substrate shall be fully prepared. Contractor shall be responsible for verifying that all work which will be embedded is complete and necessary inspections have been performed. Pour stops or bulkheads shall be in place and reinforcement shall be secured in proper location. 3.2 FORMS A. General: Design, erect, support, brace, and maintain formwork to support vertical, lateral, static, and dynamic loads that might be applied until concrete structure can support such loads. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. Maintain formwork construction tolerances and surface irregularities complying with the following ACI 347 limits: 1. Provide Class A tolerances for concrete surfaces exposed to view. 2. Provide Class C tolerances for other concrete surfaces. B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate alignment, location, grades, level, and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in the Work. Use selected materials to obtain required finishes. Solidly butt joints and provide backup at joints to prevent cement paste from leaking. C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like for easy removal. D. Provide temporary openings for clean -outs and inspections where interior area of formwork is inaccessible before and during concrete placement. Securely brace temporary openings and set tightly to forms to prevent losing concrete mortar. Locate temporary openings in forms at inconspicuous locations. E. Chamfer exposed corners and edges as indicated, using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. F. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses, and chases from trades providing such items. Accurately place and securely support items built into forms. G. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, or other debris just before placing concrete. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. December 2021 CAST -IN -PLACE CONCRETE 03300 - 5 3.3 PLACING REINFORCEMENT A. General: Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars," for details and methods of reinforcement placement and supports and as specified. 1. Avoiding cutting or puncturing vapor retarder during reinforcement placement and concreting operations. Repair damages before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy bond with concrete. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as approved by Engineer. D. Place reinforcement to maintain minimum coverages as indicated for concrete protection. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. E. Install welded wire fabric in lengths as long as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction. F. Do not weld reinforcing bars unless specifically shown. Where shown on the plans, comply with AWS D1.4. Bars to be welded shall conform to ASTM A706. 3.4 JOINTS A. Sawed Joints a. The Contractor shall provide sawing equipment adequate in number of units and power to complete the sawing to the required dimensions. The Contractor shall provide at least one standby saw in good working order and a supply of saw blades at the site of the work at all times during sawing operations. b. Joints shall be cut as shown on the plan. The circular cutter shall be capable of cutting a groove in a straight line and shall produce a slot of at least 1/8-inch wide and to the depth shown on the plans. When shown on the plans or required by the specifications, the top portion of the slot or groove shall be widened by means of a second shallower cut. c. Sawing of the joints shall commence as soon as the concrete has hardened sufficiently to support the saws (no longer than 6 hours after surface finishing) and permit cutting without chipping, spalling, or tearing (per ACI 330R). d. Sawing shall be carried on both during the day and night as required to meet minimum time constraints. The joints shall be sawed at the required spacing consecutively in sequence of the concrete placement, unless otherwise approved by the Engineer. December 2021 CAST -IN -PLACE CONCRETE 03300 - 6 B. Curb and gutter (Class A concrete) shall be constructed with an expansion joint at the tangent point of each return at intersections and at intervals not more than 40 feet between the intersections. a. Construction joints formed by removable metal templates accurately shaped to the cross-section of the curb and gutter shall be located at the midpoint of each section between expansion joints, or as directed by the Engineer. b. Tooled contraction joints cut at least one quarter the concrete depth shall be placed at 10 foot intervals. C. Construction Joints: Locate and install construction joints so they do not impair strength or appearance of the structure, as acceptable to Engineer. B. Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints except as indicated otherwise. Do not continue reinforcement through sides of strip placements. D. Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. E. Waterstops: Provide waterstops in construction joints as indicated. Install waterstops to form continuous diaphragm in each joint. Support and protect exposed waterstops during progress of work. Field fabricate joints in waterstops according to manufacturer's printed instructions. F. Isolation Joints in Slabs -on -Grade: Construct isolation joints in slabs -on -grade at points of contact between slabs -on -grade and vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. G. Contraction (Control) Joints in Slabs -on -Grade: Construct contraction joints in slabs -on -grade to form panels of patterns as shown. 3.5 INSTALLING EMBEDDED ITEMS A. General: Set and build into formwork anchorage devices and other embedded items required for other work that is attached to or supported by cast -in -place concrete. Use setting drawings, diagrams, instructions, and directions provided by suppliers of items to be attached. B. Install dovetail anchor slots in concrete structures as indicated on drawings. C. Forms for Slabs: Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and contours in finished surfaces. Provide and secure units to support screed strips using strike -off templates or compacting -type screeds. D. Ends of storm sewer pipe to be embedded in cast -in -place walls shall be in place prior to setting formwork and reinforcement, floor slab inclusive. 3.6 PREPARING FORM SURFACES A. General: Coat contact surfaces of forms with an approved, nonresidual, low-VOC, form -coating compound before placing reinforcement. December 2021 CAST -IN -PLACE CONCRETE 03300 - 7 B. Do not allow excess form -coating material to accumulate in forms or come into contact with in -place concrete surfaces against which fresh concrete will be placed. Apply according to manufacturer's instructions. Coat steel forms with a nonstaining, rust -preventative material. Rust -stained steel formwork is not acceptable. 3.7 CONCRETE PLACEMENT A. Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast in. Notify other trades to permit installation of their work. B. General: Comply with ACI 304, "Guide for Measuring, Mixing, Transporting, and Placing Concrete," and as specified. C. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened sufficiently to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation at its final location. D. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 1. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand -spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete complying with ACI 309. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix to segregate. E. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until completing placement of a panel or section. 1. Consolidate concrete during placement operations so that concrete is thoroughly worked around reinforcement, other embedded items and into corners. 2. Bring slab surfaces to correct level with a straightedge and strike off. Use bull floats or darbies to smooth surface free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. 3. Maintain reinforcing in proper position on chairs during concrete placement. F. Cold -Weather Placement: Comply with provisions of ACI 306 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. G. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and not more than 80 deg F at point of placement. December 2021 CAST -IN -PLACE CONCRETE 03300 - 8 1. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 2. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise accepted in mix designs. H. Hot -Weather Placement: When hot weather conditions exist that would impair quality and strength of concrete, place concrete complying with ACI 305R and as specified. 1. Cool ingredients before mixing to maintain concrete temperature at time of placement to below 90 deg F. Mixing water may be chilled or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcing steel with water -soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedding in concrete. 3. Fog spray forms, reinforcing steel, and subgrade just before placing concrete. Keep subgrade moisture uniform without puddles or dry areas. 4. Use water -reducing retarding admixture when required by high temperatures, low humidity, or other adverse placing conditions, as acceptable to Engineer. I. Water may be added to the concrete at the project site, subject to the following conditions: 1. Truck tickets indicate maximum amount of water that can be added without exceeding the maximum specified water/cement ratio. 2. Water is added in a manner to control volume added. 3. Concrete is properly re -mixed after addition of water. 4. Inspector is notified, if concrete placement requires inspection. 5. Site added water should be done prior to taking concrete samples for testing. 6. Do not add water to concrete after adding high range water -reducing admixtures to mix. 3.8 FINISHING FORMED SURFACES A. Rough -Formed Finish (FOR 5" CONC RIPRAP IN CHANNEL FLOWLINE): Provide a rough -formed finish on formed concrete surfaces not exposed to view in the finished Work or concealed by other construction. This is the concrete surface having texture imparted by form -facing material used, with tie holes and defective areas repaired and patched, and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. B. Smooth -Formed Finish: Provide a smooth -formed finish on formed concrete surfaces exposed to view or to be covered with a coating material applied directly to concrete, or a covering material applied directly to concrete, such as waterproofing, dampproofing, veneer plaster, painting, or another similar system. This is an as -cast concrete surface obtained with selected form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch defective areas with fins and other projections completely removed and smoothed. C. Smooth -Rubbed Finish: Provide smooth -rubbed finish on scheduled concrete surfaces that have received smooth -formed finish treatment not later than 1 day after form removal. 1. Moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. December 2021 CAST -IN -PLACE CONCRETE 03300 - 9 D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike -off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. 3.9 MONOLITHIC SLAB FINISHES A. Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish and other finishes as specified; slab surfaces to be covered with membrane or elastic waterproofing, membrane or elastic roofing, or sand -bed terrazzo; and where indicated. 1. After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for floating. Begin floating, using float blades or float shoes only, when surface water has disappeared, or when concrete has stiffened sufficiently to permit operation of power -driven floats, or both. Consolidate surface with power -driven floats or by hand -floating if area is small or inaccessible to power units. Finish surfaces to tolerances of F(F) 18 (floor flatness) and F(L) 15 (floor levelness) measured according to ASTM E 1155 . Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. 2. Remove any efflorescence as soon as feasible after its appearance. If the efflorescence hardens, then remove with a mild detergent or a mild acid cleaner. B. Trowel Finish: Apply a trowel finish to monolithic slab surfaces exposed to view and slab surfaces to be covered with resilient flooring, carpet, ceramic or quarry tile, paint, or another thin film -finish coating system. After floating, begin first trowel -finish operation using a power -driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand -troweling operation, free of trowel marks, uniform in texture and appearance, and finish surfaces to tolerances of F(F) 20 (floor flatness) and F(L) 17 (floor levelness) measured according to ASTM E 1155. Grind smooth any surface defects that would telegraph through applied floor covering system. C. Nonslip Broom Finish: Apply a nonslip broom finish to concrete pavement, curb and gutter, sidewalks, riprap, platforms, steps, and ramps, and elsewhere as indicated. Immediately after float finishing, slightly roughen concrete surface by brooming with fiber -bristle broom perpendicular to main traffic route. Coordinate required final finish with Engineer before application. 3.10 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place, and cure concrete as specified to blend with in -place construction. Provide other miscellaneous concrete filling shown or required to complete Work. 3.11 CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather protect concrete from rapid moisture loss before and during finishing operations with an evaporation -control material. Apply December 2021 CAST -IN -PLACE CONCRETE 03300 - 10 according to manufacturer's instructions after screeding and bull floating, but before power floating and troweling. B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. C. Curing Methods: Cure concrete by curing compound, and moisture -retaining cover curing. D. Apply curing compound on exposed interior slabs and on exterior slabs, walks, and curbs as follows: Apply curing compound to concrete slabs as soon as final finishing operations are complete (within 1 hours and after surface water sheen has disappeared). Apply uniformly in continuous operation by power spray. Recoat areas subjected to rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.12 REMOVING FORMS A. General: Formwork not supporting weight of concrete, such as sides of beams, walls, columns, and similar parts of the work, may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form -removal operations, and provided curing and protection operations are maintained. A. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -coating compound as specified for new formwork. B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use patched forms for exposed concrete surfaces except as acceptable to Engineer. 3.14 CONCRETE SURFACE REPAIRS A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removing forms, when acceptable to Engineer. B. Mix dry -pack mortar, consisting of one part portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. 1. Cut out honeycombs, rock pockets, voids over 1/4 inch in any dimension, and holes left by tie rods and bolts down to solid concrete but in no case to a depth less than 1 inch. Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water, and brush -coat the area to be patched with bonding agent. Place patching mortar before bonding agent has dried. 2. For surfaces exposed to view, blend white portland cement and standard portland cement so that, when dry, patching mortar will match surrounding color. Provide test areas at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. December 2021 CAST -IN -PLACE CONCRETE 03300 - 11 C. Repairing Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Engineer. Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. Flush out form tie holes and fill with dry -pack mortar or precast cement cone plugs secured in place with bonding agent. 1. Repair concealed formed surfaces, where possible, containing defects that affect the concrete's durability. If defects cannot be repaired, remove and replace the concrete. D. Repairing Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface tolerances specified for each surface and finish. Correct low and high areas as specified. Test unformed surfaces sloped to drain for trueness of slope and smoothness by using a template having the required slope. 1. Repair finished unformed surfaces containing defects that affect the concrete's durability. Surface defects include crazing and cracks in excess of 0.01 inch wide or that penetrate to the reinforcement or completely through nonreinforced sections regardless of width, spalling, popouts, honeycombs, rock pockets, and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. Proprietary underlayment compounds may be used when acceptable to Engineer. 4. Repair defective areas, except random cracks and single holes not exceeding 1 inch in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose reinforcing steel with at least 3/4 inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. E. Repair isolated random cracks and single holes 1 inch or less in diameter by dry -pack method. Groove top of cracks and cut out holes to sound concrete and clean of dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding compound. Place dry -pack before bonding agent has dried. Compact dry -pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. If random cracks and single holes indicate weeping and leakage under adjacent hydrostatic head, seal with Avanti International Scotch Seal 5600 urethane, water -activated grout prior to dry packing. F. Perform structural repairs with prior approval of Engineer for method and procedure, using specified epoxy adhesive and mortar. G. Repair methods not specified above may be used, subject to acceptance of Engineer. 3.15 HYDRAULIC LEAKAGE REPAIR A. Joints, embedments and penetrations that exhibit leakage or weeping when under adjacent hydrostatic pressure shall be sealed with Avanti International Scotch Seal 5600 December 2021 CAST -IN -PLACE CONCRETE 03300 - 12 water -activated urethane grout. Procedures and surface finish over urethane grout shall be as approved by the Engineer. 3.16 QUALITY CONTROL TESTING DURING CONSTRUCTION A. Sampling and testing for quality control during concrete placement shall be performed in accordance with TxDOT Guide Schedule of Sampling and Testing 1. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi. B. Test results will be reported in writing to Engineer, ready -mix producer, and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-day tests and 28-day tests. C. Additional Tests: The Contractor will make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Engineer. The Owner may require the Contractor to conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. D. Questionable Concrete 1. Concrete shall be considered "Questionable Concrete" where any of the following test evaluations occur: a. Individual test strength is below specified strength; or b. Samples of concrete for acceptance test cylinders are not representative of concrete in -place in the structure; or c. Insufficient or inadequate concrete curing; or d. Insufficient number of acceptance test cylinders for day's concreting were made for testing. 2. Except where core tests will impair the strength of the structure, core test as directed by the Owner shall be made at no cost to the Owner to resolve Questionable Concrete. If core tests fail to demonstrate the test strength required by the contract documents or structural analysis does not confirm the adequacy of the structure, the Owner may, at his discretion, reject the work or require load tests or additional construction. Should structural analysis confirm the adequacy of the structure, the Owner may, at his discretion, accept the concrete with credit for the full value of the concrete delivered to the site in accordance with the General Conditions. The Contractor shall pay all costs incurred in providing the additional testing or analysis to resolve the acceptability of Questionable Concrete. 4. Core Tests a. Three representative cores shall be taken from each member or area of concrete for each test considered questionable. Location of cores shall be as directed by the December 2021 CAST -IN -PLACE CONCRETE 03300 - 13 Owner to least impair the strength of the structure. Damaged cores shall be replaced. b. Cores shall be obtained and tested in accordance with ASTM C42 except that if concrete in the structure will be dry under service conditions the cores shall be air dried (temperature 60 degrees F. to 80 degrees F., and relative humidity less than 60%) for 7 days before test and shall be tested dry. If the concrete in the structure will be more than superficially wet under service conditions, the cores shall be immersed in water for at least 48 hours and tested wet. c. Questionable concrete will be considered structurally acceptable if the average of the cores is equal to or greater than 90% of the specified strength and no single core is greater than 500 psi below specified strength. END OF SECTION 03300 December 2021 CAST -IN -PLACE CONCRETE 03300 - 14 APPENDIX A December 2021 DIVISION 1 — GENERAL REQUIREMENTS APPENDIX A - Items and Pertinant Specifications Base Bid Item # Description Project Manual TxDOT Item COL Spec Section 1 PREPARING ROW 100 2 REMOVING CONC (PAV) 01576, 02221 3 REMOVING CONC (SIDEWALKS) 4 REMOVING CONC (DRIVEWAYS) 5 REMOVING CONC (CURB AND GUTTER) 6 REMOVING CONC (MISC) 7 REMOVING CONC (FLUME) 8 REMOVING STAB BASE AND ASPH PAV (2"-8") 105 9 IFURNISHING AND PLACING TOPSOIL (4") 160 10 IDRILLSEEDING (PERM) (RURAL) (SANDY) 02900, 02920 11 ISCIL RETENTION BLANKETS (CL 1) (TY B) 169 12 DRILL SHAFT (RDWY ILL POLE) (30 IN) 416 13 RIPRAP (CONC)(5 IN) 03300 432 10.04 14 RAIL (HANDRAIL)(TY F) 450 15 GABION MATTRESSES (GALV)(12 IN) 459 16 CONC BOX CULV (6 FT X 3 FT) 462 17 ICONC BOX CULV (8 FT X 3 FT) 18 ICONC BOX CULV (6 FT X 2 FT) 19 1 RC PIPE (CL IV)(24 IN) 464 20 RC PIPE (CL IV)(15 IN) 464 21 INLET (COMPL)(PSL)(RG)(5FTX5FT) 465 22 IINLET (COMPL)(CO)(20 FT)(FTW) 23 IINLET (COMPL)(CCO)(5FT)(BOTH) 24 IWINGWALL (PW - 1) (HW=6 FT) 466 25 IWINGWALL (PW - 1) (HW=S FT) 26 ISET (TY 1)(S= 6 FT)(HW= 6 FT)(6:1) (P) 467 27 JADJUSTING MANHOLES Section 3 - 7 28 PIPE (PVC) (SCH 40) (4 IN) 481 29 REMOV STR (SET) 496 30 IREMOVING STR (BOX CULVERT) 31 REMOV STR (SMALL FENCE) 32 ROCK FILTER DAMS (INSTALL) (TY 1) 01356 506 33 ROCK FILTER DAMS (REMOVE) 34 ICONSTRUCTION EXITS (INSTALL) (TY 1) 35 ICONSTRUCTON EXITS (REMOVE) 36 ITEMP SEDMT CONT FENCE (INSTALL) 37 ITEMP SEDMT CONT FENCE (REMOVE) 38 1 BIODEG EROSN CONT LOGS (INSTL) (8") 39 1 BIODEG EROSN CONT LOGS (REMOVE) 40 ICONC CURB & GUTTER (TY A) 529 10.04 41 ICONC CURB & GUTTER (SAWTOOTH) 42 1 INTERSECTIONS (CONC) 03300 530 8.07, 10.04 43 1 DRIVEWAYS (CONC) 44 ICONC SIDEWALKS (4") 531 10.04 45 ICURB RAMPS (TY 1) 46 ICURB RAMPS (TY 2) 47 ICURB RAMPS (TY 10) 48 CONC MEDIAN 03300 536 10.04 49 MAILBOX INSTALL-S (RR -POST) TY 4 560 50 CONDT (PVC) (SCH 40) (2") 618 51 CONDT (PVC) (SCH 40) (2") (BORE) 52 GROUND BOX TY A (122311)W/APRON 624 Item # Description Project Manual TxDOT Item COL Spec Section 53 IN SM RD SN SUP&AM TY10BWG(1)SA(P) 644 54 REMOVE SM RD SN SUP&AM 55 IREFL PAV MIRK TY I (W)4"(LNDP)(100MIL) 666 56 IREFL PAV MIRK TY I (W)8"(LNDP)(100MIL) 57 IREFL PAV MIRK TY I (W)8"(SLD)(100MIL) 58 1 RE PM W/RET REQTY I (W)4"(BRK)(100M I L) 59 IRE PM W/RET REQTY I (Y)4"(BRK)(100MIL) 60 IRE PM W/RET REQTY I (Y)4"(SLD)(100MIL) 61 IREFL PAV MRKTY I(Y)(MED NOSE)(100MIL) 62 PREFAB PAV MIRK TY B (W)(24")(SLD) 668 63 PREFAB PAV MIRK TY B (W)(ARROW) 64 ELIM EXT PAV MIRK & MRKS (12") 677 65 ELIM EXT PAV MIRK & MRKS (24") 66 TRAFFIC CONTROL 01555 67 MOBILIZATION Alternate Bid #1 AB1-1 EXCAVATION (ROADWAY AND CHANNEL) 110 AB1-2 EMBANKMENT (FINAL)(DENS CONT)(TY A) 132 AB1-3 FL BS (CMP IN PLACE)(TY A GR 1-2)(12") 247 AB1-4 4" TYPE B HMAC (BASE) 341 8.09, 10.04 AB1-5 2" TYPE C HMAC (SURFACE) AB1-6 CONC PVMT (CONT REINF - CRCP) (9") 360 8.07, 10.04 AB1-7 IMOBILIZATION Alternate Bid #2 AB2-1 EXCAVATION (ROADWAY AND CHANNEL) 110 A132-2 EMBANKMENT (FINAL)(DENS CONT)(TYA) 132 AB2-3 CONC PVMT (CONT REINF - CRCP) (9") 360 8.07, 10.04 AB2-4 MOBILIZATION Alternate Bid #3 AB3-1 IN RD IL (TY SA) 30T-8 (250W EQ) LED 610 AB3-2 ELEC CON DR (NO.8) BARE 620 AB3-3 ELEC CONDR (NO.8) INSULATED AB3-4 ELC SRV TY A 240/480 060(NS)SS(E)SP(0) 628 AB3-5 MOBILIZATION Alternate Bid #4 A134-1 PREPARING ROW 100 A134-2 REMOVING CONC (PAV) 01576, 02221 A134-3 REMOVING CONC (SIDEWALKS) A134-4 REMOVING CONC (CURB AND GUTTER) A134-5 REMOVING CONC (MISC) A134-6 IREMOVING STAB BASE AND ASPH PAV (2"-8") 105 A134-7 EXCAVATION (ROADWAY) 110 A134-8 EMBANKMENT (FINAL)(DENS CONT)(TYA) 132 A134-9 FURNISHING AND PLACING TOPSOIL (4") 160 A134-10 DRILLSEEDING (PERM) (RURAL) (SANDY) 02900, 02920 A134-11 FL BS (CMP IN PLACE)(TY A GR 1-2)(12") 247 A134-12 4" TYPE B HMAC (BASE) 341 8.09, 10.04 A134-13 2" TYPE C HMAC (SURFACE) A134-14 ICONC PVMT (CONT REINF - CRCP) (9") 360 8.07, 10.04 A134-15 RC PIPE (CL IV)(30 IN) 464 A134-16 RC PIPE (ARCH)(CL IV)(DES 4) A134-17 INLET (COMPL)(CO)(10 FT)(FTW) 465 A134-18 INLET (COMPL)(CO)(20 FT)(FTW) A134-19 REMOV STR (INLET) IREMOV 496 A134-20 STIR (PIPE) Item # Description Project Manual TxDOT Item COL Spec Section AB4-21 TEMP SEDMT CONT FENCE (INSTALL) 01356 506 AB4-22 TEMP SEDMT CONT FENCE (REMOVE) AB4-23 ICONC CURB & GUTTER (TY A) 529 10.04 AB4-24 CONC SIDEWALKS (4") 531 10.04 AB4-25 CURB RAMPS (TY 10) AB4-26 IN SM RD SN SUP&AM TYIOBWG(1)SA(P) 644 AB4-27 REFL PAV MRK TY I (W)8"(SLD)(100MIL) 666 AB4-28 RE PM W/RET REQTY I (W)4"(BRK)(100MIL) AB4-29 RE PM W/RET REQTY I (Y)4"(SLD)(100MIL) AB4-30 PREFAB PAV MRK TY B (W)(24")(SLD) 668 AB4-31 PREFAB PAV MRK TY B (W)(ARROW) AB4-32 MOBILIZATION Alternate Bid #5 AB5-1 I RIGHT OF WAY RESTORATION I BY OTHERS APPENDIX B December 2021 DIVISION 1 — GENERAL REQUIREMENTS GUIDE SCHEDULE OF SAMPLING & TESTING FOR DESIGN BID -BUILD (DBB) PROJECTS (DBB Guide Schedule) JUNE 2018 9-04, +r- @ Texas Department of Transportation Using the Guide Schedule Research of sampling and testing rates listed for project tests in the following DBB Guide Schedule show that the Department's and the Contractor's risk of either rejecting "good" material or accepting "bad" material range from 20% to 40%. To reduce this risk, we recommend increasing the sampling rate during initial production. A four -fold increase in testing frequency will generally reduce risk to approximately 5%. The intent of increasing testing at the start of production is to ensure that the Contractor's processes are in control and to establish acceptability requirements early. There is a need to increase the frequency of testing for high -variability materials and when testing results do not meet specifications. The Engineer may require the Contractor to reimburse the Department for costs resulting from failing test results, in accordance with the specifications. Materials incorporated in TxDOT projects are subjected to various quality assurance procedures such as testing (as outlined in this document), certification, quality monitoring, and approved lists. The Engineer and testing staff should familiarize themselves with materials to be used before work begins by reviewing the specifications and this document. Discuss material testing requirements with the Contractor. Perform other testing required by the specifications, but not shown in the DBB Guide Schedule, at a frequency necessary to provide adequate confidence that materials meet specifications. NOTE: The TxDOT District Area Engineer or Director of Construction must submit a "Materials Certification Letter" at final acceptance of the project. The intent of this letter is to ensure that the quality of all materials incorporated into the project is in conformance with the plans and specifications, thus ensuring a service life equivalent to the design life. Any material represented by an acceptance test that does not meet the criteria contained in the plans and specifications is considered an exception and must be listed in the materials certification letter. For projects with federal oversight, submit the materials certification letter to the FHWA division administrator, with a copy to CST/M&P. For non-federal oversight projects, submit the material certification letter to the TxDOT District Engineer, with a copy to CST/M&P. Refer to the Quality Assurance Program for Design -Bid -Build Projects (DBB QAP), Section 4.1. Assuring the quality of the product and proper incorporation of materials into the project begins with proper sampling practices. Sampling, testing, and construction inspection must be performed collaboratively to assure the specific attributes of the finished product reflect quality workmanship. Sampling guidance for hot -mix asphalt is contained in Tex-225-F, "Random Selection of Bituminous Mixture Samples," and the respective specification for that material. All remaining materials are covered by method and materials specifications, to which the following applies. 1 For acceptance testing, especially that which directly determines payment for the Contractor, sampling personnel should provide randomness in sampling by avoiding patterned sampling routines. Examples of such sampling practices are as follows: • Soils/flexible base: Vary sampling between stockpiling operations, completed stockpile, windrow, and project site. Vary the time of day sampling is performed. • Aggregates: Sample aggregates nearest the point of incorporation into the work. Vary sampling between stockpiling operations, completed stockpile, belt sampling, and if deemed necessary, railroad cars/trucks. Vary the time of day sampling is performed. • Concrete (structural and miscellaneous): Always sample as near as practicable to the point of placement. For strength testing, vary the time of day or the number of truck from which the concrete is sampled. Tests for slump, air, and temperature should be done often to ensure the consistent control of the concrete production (not applicable to miscellaneous concrete). This Guide Schedule is applicable to all contracts associated with the 2014 Standard Specifications. 2 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE I - EMBANKMENTS, SUBGRADES, BACKFILL, AND BASE COURSES PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING (D) SAMPLING (F) For Type A embankment or when required by the Liquid Limit Tex-104-E Materials with plans. This test may be waived for embankment (A) PI <_ 15: 10,000 CY cuts as directed by the Engineer. Determine a new liquid limit and plasticity index for each Plasticity Index Tex-106-E Materials with different material or notable change in material. (A) During stockpiling PI > 15: 5,000 CY Sample in accordance with Tex-100-E. operations, from When shown on plans. This test may be waived for Gradation Tex-110-E completed stockpile, or Each 10,000 CY embankment cuts, as directed by the Engineer. project site (B) Sample in accordance with Tex-100-E. Not required for ordinary compaction. Determine a new optimum moisture and maximum density for Moisture/Density Tex-114-E As directed by the each different material or notable change in EMBANKMENT Engineer material. (CUTS & FILLS) Sample in accordance with Tex-100-E. Not required for ordinary compaction. Determine a Fill: each 5,000 CY new optimum moisture and maximum density min. 1 per lift. according to Tex-114-E for each different material or notable change in material. Correct the moisture contents measured by nuclear In -Place Density As designated by the density gauge in Tex-115-E with the moisture (A) Tex-115-E Engineer contents determined in accordance with Tex-103-E, as necessary for control, for each Cut: each 6,000 LF different material or notable change in material and adjust the density accordingly. Materials such as RAP, gypsum, lime, cement, and iron ore tend to bias the counts for nuclear density gauges. RETAINING WALL As shown above for As shown above for As shown above for Embankment Embankment Embankment Sample in accordance with Tex-100-E. (NON -SELECT BACKFILL) (Cuts and Fills) (Cuts and Fills) (Cuts and Fills) During stockpiling Plasticity Index operations, from Test the fraction of material finer than the No. 200 (A) Tex-106-E completed stockpile, or Each 5,000 CY sieve. project site Sample in accordance with Tex-400-E. RETAINING WALL (B) (SELECT BACKFILL) Tex-110-E During stockpiling Required only for drainage aggregate. operations, from Sample in accordance with Tex-400-A. Gradation completed stockpile, or Each 5,000 CY Tex-401-A project site Required only for select backfill. (ct Sample in accordance with Tex-400-A. This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE I - EMBANKMENTS, SUBGRADES, BACKFILL, AND BASE COURSES PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING (D) SAMPLING (F) During stockpiling For material with resistivity between 1,500 and Resistivity operations, from 3,000 ohm -cm, determine chloride and sulfate (A) Tex-129-E completed stockpile, or Each 5,000 CY content, as specified in Item 423. project site (ct Sample in accordance with Tex-400-A. During stockpiling pH operations, from (A) Tex-128-E completed stockpile, or Each 5,000 CY Sample in accordance with Tex-400-A. project site (B) Test when backfill sources appear to contain During stockpiling 1 per source, per particles such as shale, caliche, or other soft, Magnesium Soundness Tex-411-A operations, or from project poor -durability particles. RETAINING WALL completed stockpile (SELECT BACKFILL) Sample in accordance with Tex-400-A. (continued) May be used as an alternate to the magnesium soundness only when the % loss from the Micro - During stockpiling Deval is not greater than 20%. When the % loss Micro-Deval Tex-461-A operations, or from 1 per source, per from the Micro-Deval is greater than 20%, the completed stockpile project magnesium soundness governs aggregate verification. Sample in accordance with Tex-400-A. Not required for rock backfill. For walls greater than 500 ft. in length, perform one test per lift for every 500 ft. in length. (F) In -Place Density Tex 115E As designated by the 1 per backfill lift, Correct the moisture contents measured by nuclear (A) Engineer. per wall density gauge in Tex-115-E with the moisture contents determined in accordance with Tex-103- E for each different material or notable change in material and adjust the density accordingly. During stockpiling Liquid Limit operations, from (A) Tex-104-E completed stockpile, or Each 5,000 CY Sample in accordance with Tex-400-A. windrow UNTREATED BASE (B) COURSES During stockpiling Plasticity Index operations, from Tex-106-E completed stockpile, or Each 5,000 CY (A) windrow (B) This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE I - EMBANKMENTS, SUBGRADES, BACKFILL, AND BASE COURSES PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER 17 REMARKS SAMPLING (D) SAMPLING (F) During stockpiling Gradation operations, from Tex-110-E completed stockpile, or Each 5,000 CY Sample in accordance with Tex-400-A. (A) windrow (B) From completed Not required for ordinary compaction. Moisture/Density Tex-113-E stockpile at the source Each 20,000 CY (E) Sample in accordance with Tex-400-A. Wet Ball Mill From completed Required for Grades 1-2 and 5, and as shown on Tex-116-E stockpile at the source Each 20,000 CY the plans for Grade 4. (A) (E) Sample in accordance with Tex-400-A. Required for Grades 1-2 and 5, and as shown on the plans for Grade 4. When base material is from a source where the District has a record of satisfactory triaxial results, the frequency of UNTREATED BASE Strength From completed testing may be reduced to one per 30,000 CY. Tex-117-E stockpile at the source Each 20,000 CY COURSES (A) (E) If any one test falls below the minimum value required, the frequency of testing will return to the original frequency of 20,000 CY. Sample in accordance with Tex-400-A. Correct the moisture contents measured by nuclear density gauge in Tex-115-E with the moisture contents determined in accordance with Tex-103-E, as necessary for control, for each In Place Density Tex-115-E As designated by the Each 3,000 CY, different material or notable change in material (A) Engineer Min 1 per lift and adjust the density accordingly. Materials such as RAP, gypsum, lime, cement, and iron ore tend to bias the counts for nuclear density gauges. Thickness Tex-140-E As designated by the Each 3,000 CY Not required where survey grade control (A) Engineer documents compliance. Ride Quality Tex-1001-S, Final riding surface of This applies to the final travel lanes that receive a (A) Surface Test Type B travel lanes 1- or 2-course surface treatment for the final surface, unless otherwise shown on the plans. Required for existing subgrade material and TREATED SUBGRADE material imported from a borrow source. Soil SUBGRADE AND BEFORE Organic Content Tex 148E As designated by the 1 per 500 linear survey and geologic maps may be used to BASE COURSES TREATMENT Engineer feet or 5,000 CY determine sampling locations. Sample in accordance with Tex-100-E. This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE I - EMBANKMENTS, SUBGRADES, BACKFILL, AND BASE COURSES PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING (D) SAMPLING (F) Required for existing subgrade material and SUBGRADE material imported from a borrow source. Soil BEFORE Sulfate Content Tex-145-E As designated by the 1 per 500 linear survey and geologic maps may be used to TREATMENT Engineer feet or 5,000 CY determine sampling locations. Sample in accordance with Tex-100-E. During stockpiling Liquid Limit operations, from When central mix site or plant is used, windrow Tex-104-E completed stockpile, or Each 5,000 CY sampling may be waived. (A) windrow Sample in accordance with Tex-400-A. (B) During stockpiling Plasticity Index operations, from (A) Tex-106-E completed stockpile, or Each 5,000 CY windrow (B) During stockpiling Gradation operations, from NEW BASE Tex-110-E completed stockpile, or Each 5,000 CY Sample in accordance with Tex-400-A. MATERIAL (A) windrow TREATED (B) SUBGRADE AND From completed Required for Grades 1-2 and 5, and as shown on BASE COURSES Wet Ball Mill Tex-116-E stockpile at the source Each 20,000 CY the plans for Grade 4. (A) (E) Sample in accordance with Tex-400-A. Required for Grades 1-2 and 5, and as shown on the plans for Grade 4. When base material is from a source where the District has a record of Strength From completed satisfactory triaxial results, the frequency of (A) Tex 117E stockpile atthesource Each 20,000 CY testing may be reduced to one per 30,000 CY. If any one test falls below the minimum value required, the frequency of testing will return to the original frequency of 20,000 CY. Sample in accordance with Tex-600-J. Verify the Commercial Lime source is listed on the current Material Producer Slurry: each List for Lime. Only materials appearing on the 200 tons of lime Material Producer List will be accepted. Sample Compliance with frequency for Carbide Lime Slurry may be LIME DMS-6350 Tex-600-J During delivery to project Carbide Lime increased as directed by the Engineer. Slurry: each For Hydrated Lime and Quick Lime project testing is 100 tons of lime not required, but it is encouraged to sample and test the material at a rate of 1 per project as a best practice. This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE I — EMBANKMENTS, SUBGRADES, BACKFILL, AND BASE COURSES PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING (D) SAMPLING (F) Verify the source is listed on the current Material CEMENT Compliance with Railroad car, truck, or Producer List for Cement. If not, sample and test DMS 4600 cement bins in accordance with DMS-4600. (C) Verify the source is listed on the current Material Producer List for Fly Ash. Only materials from FLY ASH Compliance with Project samples at CST/M&P approved sources appearing on the MATERIAL DMS-4615 location designated by Material Producer List for Fly Ash will be the Engineer accepted. Project testing is not required but it is encouraged to sample and test the material at a rate of 1 per project as a best practice. (C) At the beginning of the project, one test must be made for each 4,500 CY or 6,000 tons until the Pulverization Gradation Tex 101E Roadway, after As necessary for Engineer is satisfied that acceptable pulverization Part III pulverization and mixing control results are being obtained. Sample in accordance with Tex-100-E. Not required for ordinary compaction. Determine a TREATED new moisture/density curve for each different or SUBGRADE AND notable change in material. Perform Tex-120-E, BASE COURSES From roadway windrow Part II, for Cement Treated Material, and Moisture/Density Curve Tex 120 E, Part II, or after treatment a Each 20,000 CY Tex-121-E, Part II, for Lime, Lime -Fly Ash, or Fly and Strength Tex-121-E, Part II (E) Ash Treated Material. If Tex-120-E, Part I, Tex-121-E, Part I, or Tex-127-E is performed prior to the project, this test may be waived. Sample in accordance with Tex-100-E. COMPLETE Perform Tex-120-E, Part I, on cement treated MIXTURE material, and Tex-121-E, Part I, for lime -fly ash or Moisture/Density Curve Tex 120 E, Part I, From roadway before As necessary for fly ash treated material. Verifies the field strength y � and Strength Tex-121-E, Part I, or treatment control b comparing results from the mix design. y p g Tex-127-E Performed at the discretion of Engineer. Sample in accordance with Tex-100-E. Determine the appropriate moisture/density curve for each different material or notable change in material. Correct the moisture contents measured by nuclear density gauge in Tex-115-E In -Place Density Tex-115-E As designated by the Each 3,000 CY, with the moisture contents determined in accordance with Tex-103-E, as necessary for (A) Engineer min 1 per lift control, for each different material or notable change in material and adjust the density accordingly. Stabilizers and materials such as RAP, gypsum, and iron ore tend to bias the counts for nuclear density gauges. This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE I - EMBANKMENTS, SUBGRADES, BACKFILL, AND BASE COURSES PROJECT TESTS LOCATION OR TIME OF FREQUENCY OFSAMPLING MATERIAL OR PRODUCT TEST FOR TEST NUMBER 17 REMARKS (D) SAMPLING (F) Thickness As designated by the Not required where survey grade control (A) Tex 140E Engineer E ach 3,000 CY documents are used for compliance Required only for contractor furnished recycled material, including crushed concrete. Not required Sulfate Content Tex-145-E Each 5,000 CY for RAP. During stockpiling operations, from Sample in accordance with Tex-400-A. completed stockpile, or RECLAIMED ASPHALT PAVEMENT windrow Required only for contractor furnished recycled (RAP), CRUSHED CONCRETE, and Deleterious Material Tex-413-A Each 5,000 CY material, including crushed concrete. RECYCLED MATERIALS Sample in accordance with Tex-400-A. During stockpiling operations, from Required only for contractor furnished RAP. Decantation Tex 406 A completed stockpile, or Each 5,000 CY Sample in accordance with Tex-400-A. windrow TABLE I - FOOTNOTES A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. B The Engineer will select any of these locations or any combinations thereof with the provision that the initial sample will be obtained from the completed stockpile at the source, and at least one out of ten consecutive samples will be taken at the project site (from the windrow for treated and untreated bases and embankments when possible). C Attach the corresponding QM test report for SiteManager projects to satisfy project sampling and testing requirements. For acceptance testing, especially that which directly determines payment for the Contractor, sampling personnel should provide randomness in sampling by avoiding patterned sampling routines. Examples of such sampling practices are as follows. D • Soils/Flexible Base: For gradation, liquid limit, and plastic limit, vary sampling between stockpiling operations, completed stockpile, windrow, and project site. Vary the time of day sampling is performed. • Aggregates: Sample aggregates nearest the point of incorporation into the work. Vary sampling between stockpiling operations, completed stockpile, belt sampling, and if deemed necessary, railroad cars/trucks. Vary the time of day sampling is performed. E The Engineer will sample from the completed stockpile at the source and test prior to placement. F Each test performed that is based on a quantity of material is considered "or fraction thereof' for calculating number of tests. This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE IA - ASPHALT TREATED BASE (Plant Mix) ir PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING (C) SAMPLING (D) During stockpiling Gradation Tex-200-F, operations, from Each 5,000 CY Sample in accordance with Tex-400-A. (A) Part I completed stockpile, or prior to mixing During stockpiling Liquid Limit Tex-104-E operations, from Each 5,000 CY Sample in accordance with Tex-400-A. (A) completed stockpile, or prior to mixing During stockpiling Plasticity Index Tex-106-E operations, from Each 5,000 CY (A) completed stockpile, or prior to mixing AGGREGATE Verify the published value of the source, as listed on Wet Ball Mill or During stockpiling the current Material Producer List for BRS C, meets Q L. A. Abrasion Tex 116 E or operations, from 1 per project, per the project specifications. If not, sample and test at (A) Tex-410-A completed stockpile, or source 1 per 20,000 CY prior to use. prior to mixing Sample in accordance with Tex-400-A. (B) During stockpiling Tex-460-A, operations, from 1 per project, per Not required for crushed stone sources. Crushed Face Count (A) Part I completed stockpile, or source Sample in accordance with Tex-400-A. prior to mixing When designated by the Engineer, test may be run on Hot aggregate bins, 1 per project, per combined aggregates when multiple sources are Sand Equivalent Tex 203 F feeder belt, or stockpile source used. Sample in accordance with Tex-400-A. Hydrated Lime: 1 per project Commercial Lime Slurry: each 200 tons of lime Compliance with During delivery to the (D) On projects requiring less than 50 tons, material from LIME DMS 6350 project Carbide Lime CST/M&P approved sources may be accepted on the basis of Producer's Certification without sampling. Slurry: each 100 tons of lime (D) Quick Lime: 1 per project RECLAIMED ASPHALT During stockpiling PAVEMENT (RAP), and Decantation Tex-406-A, Part I operations, from completed stockpile, or Each 10,000 CY Sample in accordance with Tex-400-A. RECYCLED AGGREGATE prior to mixing This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE IA - ASPHALT TREATED BASE (Plant Mix) ir PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS T7 SAMPLING (C) SAMPLING (D) During stockpiling RECYCLED ASPHALT Decantation Tex-217-F, operations, from Each 10,000 CY Sample in accordance with Tex-400-A. SHINGLES (RAS) Part III completed stockpile, or prior to mixing Test at least one sample taken from the project. Sampled, tested and 1 each for binder Sample tack coat at the distributor on the roadway in Compliance with preapproved by and tack coat per accordance with Tex-500-C, Part III. Sample binder at ASPHALT BINDER Item 300 - Binder and CST/M&P. Take project project, per grade, hot mix plant in accordance with Tex-500-C, Part II. Tack Coat samples when designated per source Binder should arrive on the project pre -approved. If not pre -approved, sample binder before use. Laboratory Density Tex-126-E Plant Mix 20,000 CY Sample in accordance with Tex-222-F. (A) (C) (25,000 tons) Moisture Content Tex-212-F, Part II Plant Mix 1 per project Sample in accordance with Tex-222-F. (A) (C) COMPLETE MIXTURE Percent Asphalt Plant Mix Each 1,500 CY Determine asphalt content correlation factors for Tex-236-F (2,000 tons) or ignition oven at a minimum of one per project. (A) (C) days production Sample in accordance with Tex-222-F. Indirect Tensile Tex-226-F Plant Mix 1 per project, per Sample in accordance with Tex-222-F. Strength - Dry design As designated by the 1 per project, per This test may be waived, when shown on the plans. Moisture Susceptibility Tex 530 C Engineer design Sample in accordance with Tex-222-F. Roadway cores, as Each 2,500 CY Not required for ordinary compaction or when air void In -Place Air Voids Tex-207-F designated by the (3,000 tons) or requirements are waived. (A) Engineer D) days production y p Sample in accordance with Tex 222 F. ROADWAY (C, Tex-1001-S, Ride Quality Surface Test, On finished surface Unless otherwise shown on the plans. Type A 10 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE IA - ASPHALT TREATED BASE (Plant Mix) ir PROJECT TESTS MATERIAL OR PRODUCT TEST FOR TEST NUMBER LOCATION OR TIME OF FREQUENCY OF REMARKS SAMPLING (C) SAMPLING (D) TABLE IA - FOOTNOTES A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. B The Engineer will select any of these locations or any combinations thereof with the provision that at least one out of ten consecutive samples will be taken at the project site (from the windrow for treated and untreated bases and embankments when possible). For acceptance testing, especially that which directly determines payment for the Contractor, sampling personnel should provide randomness in sampling by avoiding patterned sampling routines. Examples of such sampling practices are as follows. C • Soils/flexible base: Vary sampling between stockpiling operations, completed stockpile, windrow, and project site. Vary the time of day sampling is performed. • Aggregates: Sample aggregates nearest the point of incorporation into the work. Vary sampling between stockpiling operations, completed stockpile, belt sampling, and if deemed necessary, railroad cars/trucks. Vary the time of day sampling is performed. D Each test performed that is based on a quantity of material is considered "or fraction thereof' for calculating number of tests. 11 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. M TABLE II - SEAL COAT or - PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING (C) SAMPLING (D) Rate may be reduced to one each 2,000 CY if the Gradation Tex-200-F, Part I ( Stockpile At source or at p One each 1,000 CY Engineer approves a contractor quality control plan. (A) point of delivery) Sample in accordance with Tex-221-F. Verify the published value of the source, as listed on the current Material Producer List for BRSQC, meets L. A. Abrasion Tex-410-A Stockpile 1 per project, per the project specifications. If not, sample and test at (A) source 1 per 20,000 CY prior to use. Sample in accordance with Tex-221-F. (B) Verify the published value of the source, as listed on the current Material Producer List for BRSQC, meets Magnesium Soundness Tex-411-A Stockpile 1 per project, per the project specifications. If not, sample and test at (A) source 1 per 20,000 CY prior to use. Sample in accordance with Tex-221-F. (B) Verify the published value of the source, as listed on Surface Aggregate the current Material Producer List for BRSQC, meets Classification Tex-612-J, Stockpile 1 per project, per the project specifications. If not, sample and test at (A) Tex-411-A source 1 per 20,000 CY prior to use. Sample in accordance with Tex-221-F. (B) AGGREGATE Same as above. Required only for lightweight Pressure Slake Tex-431-A Stockpile 1 per 20,000 CY aggregate. (A) Sample in accordance with Tex-221-F. Same as above. Required only for lightweight Freeze Thaw Tex-432-A Stockpile 1 per 20,000 CY aggregate. (A) Sample in accordance with Tex-221-F. Same as above. Required only for lightweight Unit Weight Tex-404-A Stockpile 1 per 20,000 CY aggregate. Sample in accordance with Tex-221-F. Same as above. Required only for lightweight 24 hr. Water Absorption Tex-433-A Stockpile 1 per 20,000 CY aggregate. (A) Sample in accordance with Tex-221-F. Tex-460-A, Only required for crushed gravel. Crushed Face Count Part I Stockpile 1 per 20,000 CY Sample in accordance with Tex-221-F. Deleterious Material Tex-217-F, Stockpile 1 per 10,000 CY Not required for lightweight aggregate. (A) Part I Sample in accordance with Tex-221-F. Decantation Tex-406-A Stockpile 1 per 10,000 CY Sample in accordance with Tex-221-F. (A) 12 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE II - SEAL COAT PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING (C) SAMPLING (D) Frequency as Flakiness Index Tex-224-F Stockpile directed by the Sample in accordance with Tex-221-F. Engineer Compare result to published value listed on the current Material Producer List for BRSQC. Submit sample to 1 per project or as CST/M&P for Soundness and L.A. Abrasion testing Micro Deval Tex-461-A Stockpile necessary for when results differ by more than 3% points, unless AGGREGATE control otherwise directed by the Engineer. (continued) Sample in accordance with Tex-221-F. Required only for Limestone Rock Asphalt. Not required when CST/M&P provides inspection at the White Rock Count Tex-220-F Stockpile plant. Sample in accordance with Tex-221-F. Required only for Limestone Rock Asphalt. Not Naturally Impregnated required when CST/M&P provides inspection at the Bitumen Content Tex-236-F Stockpile plant. Sample in accordance with Tex-221-F. Frequency as directed by the PRECOATED AGGREGATE Asphalt Content Tex-210-F Stockpile Engineer when a Sample in accordance with Tex-221-F. target value is specified Sampled, tested, and pre -approved by Compliance with CST/M&P. Take project 1 per project, per Binder should arrive on the project pre -approved. If not ASPHALT Item 300 samples when grade, per source pre -approved, sample binder before use. designated by the Sample in accordance with Tex-500-C. Engineer from the distributor or transport. TABLE II - FOOTNOTES A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. B Attach the corresponding QM test report for SiteManager projects to satisfy project sampling and testing requirements. For acceptance testing, especially that which directly determines payment for the Contractor, sampling personnel should provide randomness in sampling by avoiding patterned C sampling routines. Examples of such sampling practices are as follows. • Aggregates: Sample aggregates nearest the point of incorporation into the work. Vary sampling between stockpiling operations, completed stockpile, belt sampling, and if deemed necessary, railroad cars/trucks. Vary the time of day sampling is performed. D Each test performed that is based on a quantity of material is considered "or fraction thereof' for calculating number of tests. 13 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE III - HYDRAULIC CEMENT CONCRETE - STRUCTURAL (Classes: C, F, H, S, CO, K, LMC, or SS) PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING (D) SAMPLING (E) Decantation Each 20,000 CY of (B) Tex-406-A concrete (each Sample in accordance with Tex-400-A. source) Sieve Analysis Each 1,000 CY of Test combined aggregate when used. (A) (B) Tex-401-A concrete Sample in accordance with Tex-400-A. (each source) Deleterious Materials 1 per project or as Tex-413-A necessary for Sample in accordance with Tex-400-A. COARSE (B) From stockpile at control AGGREGATE concrete plant Verify the value of the source, as listed on the current Material Producer list for CRSQC, meets the project Los Angeles Abrasion specifications. If not, sample and submit to (A) (B) Tex 410 A One, each source CST/M&P for testing prior to use in accordance with Tex-499-A. Sample in accordance with Tex-400-A. (C) Magnesium Soundness Tex 411 A One, each source Verify the value of the source, as listed on the current A B OO CRSQC, meets the project specifications. C Q p J p O Sand Equivalent 1 per project or as Test combined a re ate when used. � g MINERAL (B) Tex-203-F necessary for Sample in accordance with Tex-400-A. AGGREGATE control Organic Impurities Tex-408-A 1 per project, per Sample in accordance with Tex-400-A. (B) source Sieve Analysis Each 1,000 CY of Tex-401-A concrete Sample in accordance with Tex-400-A. (A) (B) (each source) Test combined aggregate when used. Test to confirm FINE Fineness Modulus Tex-402-A From stockpile at 1 per project or as necessary for material variability when strength values are in AGGREGATE (B) concrete plant control question. Sample in accordance with Tex-400-A. Deleterious Material 1 per project or as Test to confirm material variability when strength Tex-413-A necessary for values are in question. (B) control Sample in accordance with Tex-400-A. Only for concrete subject to direct traffic. Verify the value of the source, as listed on the current CRSQC, Acid Insoluble Residue meets the project specifications. If not, sample and (A) (B) Tex-612-J Two, each source submit to CST/M&P for testing prior to use in accordance with Tex-499-A. Sample in accordance with Tex-400-A. (C) 14 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. Provide CST with one 4 x 8-in. concrete sample for Compliance with 1 per project, per silica fume dispersion verification. SILICA FUME DMS-4630 Railroad car, truck, bags class concrete Verify the source is listed on the Material Producer List (A) or silos c (For each type and for Silica Fume. brand) Sample in accordance with Tex-300-D. Compliance with 1 per project, per METAKAOLIN DMS-4635 Railroad car, truck or class of concrete Sample in accordance with Tex-300-D. silos (For each type and (A) brand) Verify if cement, fly ash, slag cement, and chemical admixture sources are listed on the Material Producer Lists. If not, sample and submit to Compliance with At source (if not Min. 1 design per CST/M&P for testing. Water testing is contracted by MIX DESIGN Standard Specification approved) class, per source the concrete supplier pp (commercial lab report to be Item 421.4.A reviewed by TxDOT). Sample in accordance with Tex-300-D for cement and in accordance with Tex-733-1 for fly ash. Verify the source is listed on the Material Producer List Compliance with for Joint Sealers. If not, sample and test prior to use JOINT MATERIAL DMS-6300 in accordance with DMS-6310. (C) Sample in accordance with Tex-500-C. Only products listed on the Material Producer List for Sampled atjobsite; Concrete Curing Compounds will be allowed. CURING COMPOUND Compliance with DMS 4650 tested by CST/M&P. When requested by CST When sample is requested by CST, sample in See remarks. accordance with Tex-718-1. Ensure container has been agitated and mixed prior to sampling. (C) Compliance with Only products listed on the Material Producer list for EVAPORATION RETARDANTS DMS-4650 Evaporation Retardants will be allowed. (C) Compliance with the Only materials from CST/M&P approved sources listed REINFORCING STEEL Std. Specifications & As Specified on the Material Producer Lists for Reinforcing Steel Spec. Provisions Mills and Seven Wire Steel Strand will be allowed. (C) Compliance with Sampled atjobsite; 3 couplers per lot (500 couplers) for Only materials from CST/M&P approved sources listed MECHANICAL COUPLERS DMS-4510 Tex-743-1 Tested by CST/M&P each type, model, on the Material Producer List for Mechanical bar size and grade Couplers will be allowed. (C) Compliance with Verify the Latex is listed on the Material Producer List LATEX DMS-4640 for concrete for Chemical Admixtures. chemical admixtures Verify the source is listed on the Material Producer List Compliance with Sampled atjobsite if not 1 per batch or for Epoxies and Adhesives. If not, sample and test EPDXY DMS-6100, unless pre -approved by shipment prior to use in accordance with DMS-6100. Sample otherwise specified CST/M&P. in accordance with Tex-734-I. (C) 15 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. Sampling must be in accordance with Tex-407-A. Consider making additional cylinders for 56-day testing when slow strength gain mixtures are used, or when 4 cylinders for each the approved mix design has a history of failing to 60 CY per class, meet design strength at 28 days. per day Test two cylinders at 7 days. If the average value is (For bridge railing below the design strength as defined in Item 421, CONCRETE Compressive Strength Tex-418-A and traffic railing, Table 8, test the remaining 2 cylinders at 28 days, or (A) testing may be 56 days if additional cylinder were not made. If the reduced to average value of the 2 cylinders tested at 7 days 4 cylinders per meets the minimum design strength listed in 180 CY per class Item 421, Table 8, testing the remaining cylinders is regardless of days.) not required. If the average values of the 7- and At point of concrete 28-day cylinders are below the design strengths, and placement 56-day cylinders were made, test the remaining set at 56 days. Sample in accordance with Tex-407-A. Slump Tex-415-A Perform slump and temperature tests on the same load from which strength test specimens are made. 1 test per Perform entrained air test only when entrained air concrete is specified in the plans. Entrained Air Tex 416 A or 4 strength g Check temperature of every load for bridge slabs and (A) Tex-414-A specimens mass concrete placements. CONCRETE Contractor's required testing will be in accordance with Temperature of Concrete Tex-422-A specification requirements for the appropriate (A) specification item. Bridge Deck or Culvert During dry run and during Top Slab Thickness and Tex-423-A, part II concrete placement (Bridge decks and direct 1 per span Min 6-Max 18 locations per span Depth of Reinforcement traffic culverts) TABLE III - FOOTNOTES A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. B These Project Tests may be used for one or more projects being furnished concrete from the same plant during the same period. C Attach the corresponding QM test report for SiteManager projects to satisfy project sampling and testing requirements. For acceptance testing, especially that which directly determines payment for the Contractor, sampling personnel should provide randomness in sampling by avoiding patterned sampling routines. Examples of such sampling practices are as follows. D • Aggregates: Sample aggregates nearest the point of incorporation into the work. Vary sampling between stockpiling operations, completed stockpile, and if deemed necessary, railroad cars/trucks. Vary the time of day sampling is performed. • Concrete (structural): Always sample as near as practicable to the point of placement. For strength testing, vary the time of day or the number of truck from which the concrete is sampled. Test often for slump, air, and temperature to ensure the consistent control of the concrete production. E Each test performed that is based on a quantity of material is considered "or fraction thereof' for calculating number of tests. 16 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE IV - HYDRAULIC CEMENT CONCRETE - NON-STRUCTURAL CONCRETE (Classes: A, B, or E) PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING (B) SAMPLING (C) CONCRETE Compressive Strength Tex-418-A At point of concrete 2 cylinders per 180 CY, Sampling must be in accordance with Tex-407-A. (A) placement per class Strength will be determined by 7-day specimens. Verify if cement, fly ash, slag cement, and chemical admixture sources are listed on the Material Producer Compliance with At source if not Min. 1 design per class, Lists. If not, sample and submit to CST/M&P for testing. MIX DESIGN the Standard approved. source Sample in accordance with Tex-300-D for cement and in Specification per accordance with Tex-733-I for fly ash. Water testing is contracted by the concrete supplier (commercial lab report to be reviewed by TxDOT). 1 test per project, Sample in accordance with Tex-300-D. Provide CST with SILICA FUME Compliance with Railroad car, truck, per class one 4 x 8-in. concrete sample for silica fume dispersion DMS-4630 bags, or silos (for each type and verification. Verify the source is listed on the Material brand) Producer List for Silica Fume. 1 test per project, METAKAOLIN Compliance with Railroad car, truck, or per class Sample in accordance with Tex-300-D. DMS-4635 silos (for each type and brand) IF TABLE IV - FOOTNOTES A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. For acceptance testing, especially that which directly determines payment for the Contractor, sampling personnel should provide randomness in sampling by avoiding patterned B sampling routines. Examples of such sampling practices are as follows. • Concrete (miscellaneous): Always sample as near as practicable to the point of placement. For strength testing, vary the time of day or the number of truck from which the concrete is sampled. C Each test performed that is based on a quantity of material is considered "or fraction thereof" for calculating number of tests. 17 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE V - HYDRAULIC CEMENT CONCRETE PAVEMENT (Classes: P or HES) PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING SAMPLING (D) Decantation Tex-406-A Each 20,000 CY of Sample in accordance with Tex-400-A. concrete (each source) Sieve Analysis Sample in accordance with Tex-400-A. Tex 401 A As necessary for control (A) Test combined aggregate when used. COARSE From stockpile at Deleterious Tex-413-A Each 20,000 CY of Sample in accordance with Tex-400-A. AGGREGATE Materials concrete plant concrete (each source) L.A. Abrasion Tex-410-A Verify the value of the source, as listed on the current (A) CRSQC, meets the project specifications. If not, sample One, each source and submit to CST/M&P for testing prior to use in Magnesium Soundness Tex-411-A accordance with Tex-499-A. (A) Sample in accordance with Tex-400-A. (C) Each 3,000 CY of Sample in accordance with Tex-400-A. Sand Equivalent q Tex-203-F concrete (each source or combination of Test combined aggregate when used. No less than one per MINERAL sources) week's production. AGGREGATE Organic Impurities Tex-408-A 1 per project, per Sample in accordance with Tex-400-A. source Sieve Analysis Tex-401-A (A) Sample in accordance with Tex-400-A. As necessary for control Fineness Modulus FINE From stockpile at Test combined aggregate when used. AGGREGATE (B) T402 A ex concrete plant Deleterious Each 20,000 CY of Material Tex-413-A concrete (each source) Sample in accordance with Tex-400-A. (B) Verify the value of the source, as listed on the current CRSQC, meets the project specifications. If not, sample Acid Insoluble Tex-612-J 1 per project, per and submit to CST M&P for testing / g prior to use in (A) source accordance with Tex-499-A. Sample in accordance with Tex-400-A. (C) Verify if cement, fly ash, ground granulated blast furnace slag, and admixture sources are listed on the Material Compliance with Producer List. If not, sample and submit to CST/M&P for MIX DESIGN the Standard At source, if not Min 1 design, per class, testing. Sample in accordance with Tex-300-D for Specifications approved per source cement and in accordance with Tex-733-1 for fly ash. Item 421.4.1 Water testing is contracted by the concrete supplier (commercial lab report to be reviewed by TxDOT). 18 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE V -HYDRAULIC CEMENT CONCRETE PAVEMENT (Classes: P or HES) PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING SAMPLING (D) 1 per project per class Sample in accordance with Tex-300-D. Provide CST with SILICA FUME Compliance with Railroad car, truck, of concrete one 4 x 8-in. concrete sample for silica fume dispersion DMS-4630 bags or silos (For each type and verification. Verify the source is listed on the Material brand) Producer List for Silica Fume. 1 per project, per class METAKAOLIN Compliance with Railroad car, truck or of concrete Sample in accordance with Tex-300-D. DMS-4635 silos (For each type and brand) Sampled at jobsite if not sampled at source Sample in accordance with Tex-500-C. JOINT MATERIAL Compliance with DMS-6310 b ; tested y CSTM&Pttd b / y 1 per batch or shipment Sampling may be waived when the source is listed on the CST/M&P. See Material Producer List for Joint Sealers. (C) remarks. Only products listed on the Material Producer List for Compliance with Sampled at jobsite; Concrete Curing Compounds will be allowed. When CURING COMPOUND tested by CST/M&P. When requested by CST sample is requested by CST, sample in accordance with DMS-4650 See remarks. Tex-718-I. Ensure container has been agitated and mixed prior to sampling. (C) EVAPORATION Compliance with Only products listed on the Material Producer List for RETARDANTS DMS-4650 Evaporation Retardants will be allowed. (C) Compliance with Only materials from CST/M&P approved sources listed on REINFORCING STEEL the standard specifications & As specified the Material Producer List for Reinforcing Steel Mills and special provisions Seven Wire Steel Strand will be accepted. (C) Sampled at jobsite if Only materials from CST/M&P approved sources listed on Compliance with not sampled at source Refer to Tex 711 I for the Material Producer List for Multiple Piece Tie -bars for MULTIPLE PIECE TIE BARS DMS-4515 Tex-712-1 b CST M&P; tested b y / y sampling rates Concrete Pavements will be allowed. CST/M&P. See Sample in accordance with Tex 711 I. remarks. Sampled at jobsite if Verify the source is listed on the Material Producer List for Compliance with not pre -approved by Epoxies and Adhesives. If not, sample and test prior to EPDXY DMS-6100 CST/M&P. See 1 batch per shipment use in accordance with DMS-6100. remarks. Sample in accordance with Tex-734-1. (C) 19 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE V -HYDRAULIC CEMENT CONCRETE PAVEMENT (Classes: P or HES) PROJECT TESTS LOCATION OR TIME OF FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS SAMPLING SAMPLING (D) Sample in accordance with Tex-407-A. When the contract requires the project testing to be by the Engineer, the frequency and job control testing will be in accordance with the item of work. Split sample verification testing used when contractor performs job control testing. Strength Tex-448-A or At point of concrete 2 cylinders for every 10 contractor job When job control testing by the contractor is waived by the A B ( ) () Tex-418-A placement p control tests plans, the frequency of sampling will be one test (2 specimens) for each 3,000 SY of concrete or fraction thereof or per day, and split sample verification testing will be waived. Contractor's required testing will be in accordance with specification requirements for the appropriate specification item. Slump Tex-415-A Sample in accordance with Tex-407-A. Slump is not required for slip -formed pavement. Perform slump and temperature tests on the same load At time and location 1 test for every from which the strength specimens are made. CONCRETE Entrained Air Tex-416-A or strength specimens 10 contractor job Perform entrained air test only when entrained air (A) Tex-414-A are made control tests. concrete is specified in the plans. Contractor's required testing will be in accordance with specification requirements for the appropriate Temperature Tex-422-A specification item. Pavement Texture Tex-436-A Final Riding Surface of 1 per day, per driving Perform when carpet drag is the only surface texture travel lanes lane required on the plans. Thickness Tex-423-A, Part I Center of paving Every 500 feet Methods other than Tex-423-A may be shown on the machine plans. Engineer may verify contractor's results for surface test Type B. For traditional design -bid -build TxDOT projects, Tex-1OO1-S, Final riding surface of CST has contracted with TTI to perform random ride Ride Quality (A) Surface Test travel lanes verification at 10% frequency. Type B Results from surface test Type A are not required to be reported. 20 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE V - FOOTNOTES A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. B When a project test does not meet the specified strength requirements and a reduced pay factor is assigned, document the analysis on the Letter of Certification of Materials Used. C Attach the corresponding QM test report for SiteManager projects to satisfy project sampling and testing requirements. D Each test performed that is based on a quantity of material is considered "or fraction thereof' for calculating number of tests. 21 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE VI - HOT -MIX ASPHALT PAVEMENT (Items 341, 342, 344, 346, 347 and 348) (All testing as noted in Table VI may be waived for exempt production as defined by specification.) PROJECT TESTS LOCATION FREQUENCY OF MATERIAL OR PRODUCT TEST FOR TEST NUMBER REMARKS (Per Design) SAMPLING (E) L. A. Abrasion Tex-410-A (A) 1 per project, per Verify the published value of the source, as listed on the current Magnesium source Material Producer list for BRSQC, meets the project Soundness Tex-411-A specifications. If not, sample in accordance with Tex-221-F (A) Stockpile and submit to CST/M&P for testing prior to use in accordance COARSE AGGREGATE (B) with Tex-499-A. (C) Surface Aggregate Classification Tex-499-A 1 per project, per (A) source Not required when the Rated Source Soundness Magnesium Micro Deval Tex-461-A 1 per project, per loss is 15 or less as listed on the current published BRSQC. If aggregate source testing is required, sample in accordance with Tex-221-F. Stockpiles, hot Does not apply to Item 342. COMBINED AGGREGATE Sand Equivalent Tex-203-F bins, or feeder 1 per project, per source, per design Sample in accordance with Tex-221-F. The timing of when the belts test is performed is at the discretion of the Engineer. Sampled, tested Test a minimum of one sample taken from the project. Sample Compliance with and pre -approved by CST/M&P. 1 each for binder tack coat at the distributor on the roadway in accordance with ASPHALT BINDER Item 300 Project test tethe and tack coat per Tex-500-C, Part III. Sample binder at hot mix plant in Binder & Tack Coat sampled project, per grade, accordance with Tex-500-C, Part II. (A) Plant for Binder & per source Binder should arrive on the project pre -approved. If not pre - Road for Tack Coat approved, sample binder before use. Verify that aggregates, recycled asphalt pavement, recycled asphalt shingles, mineral filler, asphalt binder, anti -stripping Compliance with At source (if not Min 1 design per additives, and warm mix systems are on the Material Producer MIX DESIGN applicable Tex-204-F approved) Mix Type and List where applicable and that they meet project specification specification Asphalt Grade requirements. Project sampling and testing may be conducted on individual materials as necessary for control. 22 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE VI - HOT -MIX ASPHALT PAVEMENT (Items 341, 342, 344, 346, 347 and 348) IF (All testing as noted in Table VI may be waived for exempt production as defined by specification.) PROJECT INDEPENDENT PROJECT TESTS ASSURANCE TESTS MATERIAL OR TEST FREQUENCY TEST FOR LOCATION LOCATION FREQUENCY REMARKS PRODUCT NUMBER (Per Design) Sample in accordance with Tex-222-F. Determine correlation factors for ignition oven using Tex-236-F at a minimum of one per Asphalt Content (%) Engineer Truck project. (A) Tex-236-F Sample Minimum 1 per Lot When Tex-236-F does not yield reliable results, (D) use alternative methods for determining asphalt content, such as, Tex-210-F (ASTM D2172/AASHTO T 164) and Tex-228-F (ASTM D4125/AASHTO T 287). 1 per 10 Lots Sample in accordance with Tex-222-F. Truck Sample only if Contractor's required testing will be in Voids in Mineral Tex-204-F Plant Produced 1 per Sublot Truck compactor is accordance with specification requirements Aggregates (VMA) (D) shared by for the appropriate specification item. Contractor and State Does not apply to Items 342 and 348. Sample in accordance with Tex-222-F. Gradation Tex-200-F Engineer Truck Sample Minimum 1 per 12 Sublots Determine correction factors for ignition oven COMPLETE (A) (D) (E) using Tex-236-F at a minimum of one per MIXTURE project. Moisture Sample in accordance with Tex-222-F. Susceptibility Tex 530 C Truck Sample Unless waived by the Engineer. Sample in accordance with Tex-222-F. Indirect Tensile Unless waived by the Engineer. Strength - Dry Tex-226-F 1 per project Does not apply to Items 342, 346, 347, and 348. Moisture Content Tex-212-F, Engineer Truck Sample in accordance with Tex 222 F. Part II Sample 1 per 10 Lots only if Sample in accordance with Tex-222-F. Lab Molded Density Tex-207-F Truck Sample 1 per Sublot 1 per Lot for Item Truck compactor is Contractor's required testing will be in (A) (D) 347 shared by accordance with specification requirements Contractor and for the appropriate specification item. State Drain Down Test Engineer Truck Sample in accordance with Tex-222-F. (A) Tex-235-F Sample 1 per 12 Sublots Not required for Items 341, 344, and 347. 23 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE VI - HOT -MIX ASPHALT PAVEMENT (Items 341, 342, 344, 346, 347 and 348) (All testing as noted in Table VI may be waived for exempt production as defined by specification.) PROJECT INDEPENDENT PROJECT TESTS ASSURANCE TESTS MATERIAL OR TEST FREQUENCY TEST FOR LOCATION LOCATION FREQUENCY REMARKS PRODUCT NUMBER (Per Design) Sample in accordance with Tex-222-F. Sample Hamburg Wheel Engineer Truck during production. Test (A) Tex 242 F Sample 1 per project Does not apply to Item 348 PFC-C, PFCR-C, and Thin Bonded Wearing Course -All Types. COMPLETE Sample in accordance with Tex-222-F. Sample MIXTURE Cantabro Loss Engineer Truck during production. (continued) (A) Tex-245-F Sample 1 per project Does not apply to Items 341, 344, 346, and 347. Sample in accordance with Tex-222-F. Overlay Test Tex 248 F Engineer Truck 1 per project Does not apply to Items 341, 344, and 348 (A) Sample PFC-C, PFCR-C, and Thin Bonded Wearing Course -All Types. 24 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE VI - HOT -MIX ASPHALT PAVEMENT (Items 341, 342, 344, 346, 347, and 348) (All testing as noted in Table VI may be waived for exempt production as defined by specification.) PROJECT TESTS FREQUENCY MATERIAL OR PRODUCT TEST FOR TEST NUMBER LOCATION REMARKS (Per Design) Two cores taken per Sublot and averaged. Sample in accordance ROADWAY In Place Air Voids Tex-207-F Roadway 2 cores per Sublot with Tex-222-F. (A) (D) Does not apply to Items 342, 347, and 348. Segregation Tex-207-F, Profile Part V Roadway 1 per project Not required when Contractor uses thermal imaging system. (A) Does not apply to Items 342, 347, and 348. Joint Density Tex 207 F, Roadway 1 per project (A) Part VII Thermal Profile Tex-244-F Immediately behind 1 per project Not required when Contractor uses thermal imaging system. ROADWAY paver Engineer may verify Contractor's results for surface test Type B. For Ride Quality Test Final riding surface of traditional design -bid -build TxDOT projects, CST has contracted Type B Tex-1001-S travel lanes 1 per project with TTI to perform random ride verification at 10% frequency. (A) Results for surface test Type A are not required to be reported. Permeability Tex-246-F Roadway 1 per project Permeability is encouraged to use with Items 342 and 348. Only applies to Item 347. Sampling must be in accordance with Tex-735-I. FABRIC UNDERSEAL Compliance with Sampled, tested, and approved by Verify the source is listed on the current Material Producer List for DMS-6220 CST/M&P Silt Fence, Filter Fabric, and Fabric Underseals. If not, sample and test prior to use in accordance with DMS-6220. TABLE VI - FOOTNOTES 0 A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. This letter is required only for Asphalt Content and/or Gradation when production of complete mixture is suspended as required by QC/QA specifications. B Sampling may be performed at the plant, quarry, or both. Aggregate properties may be re -tested at any time during the project. These project tests may be used for one or more projects furnishing hot mix with the same aggregate source. C Attach the corresponding QM test report for SiteManager projects to satisfy project sampling and testing requirements. D Perform random sampling as specified in Tex-225-F, "Random Selection of Bituminous Mixture Samples." E Each test performed that is based on a quantity of material is considered "or fraction thereof' for calculating number of tests. 25 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE VII - HOT -MIX ASPHALT PAVEMENT (Item 334) (Refer to DMS-9210, "Limestone Rock Asphalt (LRA)," for testing requirements for Item 330.) PROJECT TESTS MATERIAL OR PRODUCT TEST FOR TEST NUMBER LOCATION FREQUENCY REMARKS (Per Design) (F) L. A. Abrasion Tex-410-A Verify the published value of the source, as listed on the current (A) Material Producer List for BRSQC, meets the project Magnesium specifications. If not, sample in accordance with Tex-221-F and Soundness Tex-411-A Stockpile 1 per project, submit to CST/M&P for testing prior to use in accordance with (A) (B) per source Tex-499-A. (D) Sample in accordance with Tex-221-F. Testing frequency may be COARSE AGGREGATE Micro Deval Tex-461-A reduced or eliminated based on a satisfactory test history. Verify the published value of the source, as listed on the current Surface Material Producer List for BRSQC, meets the project Aggregate Tex 499 A Stockpile 1 per project, per specifications. If not, sample in accordance with Tex-221-F and Classification (B) source submit to CST/M&P for testing prior to use in accordance with (A) Tex-499-A. SiteManager Quality Monitoring test documentation is accomplished by attaching an approved mix design. COMBINED AGGREGATE Sand Equivalent Tex-203-F Stockpiles, hot bins 1 per project, Sample in accordance with Tex-221-F. The timing of when the test or feeder belts per source is performed is at the discretion of the Engineer. Compliance with Sampled, tested, and pre -approved by 1 each for binder Test a minimum of one sample from production. Sample tack coat Item 300 CST/M&P. Project and tack coat per at the distributor on the roadway in accordance with Tex-500-C, ASPHALT BINDER Binder &Tack test sampled at the project, per grade, Part III. Sample binder at hot mix plant in accordance with Coat plant for binder & per source Tex-500-C, Part II. Binder should arrive on the project (A) (C) road for tack coat pre -approved. If not pre -approved, sample binder before use. Verify that aggregates, recycled asphalt pavement, recycled asphalt shingles, mineral filler, asphalt binder, anti -stripping Compliance with At source (if not Min 1 design per additives, and warm mix systems are on the Material Producer MIX DESIGN applicable Tex-204-F approved) Mix Type and List where applicable and that they meet project specification specification Asphalt Grade requirements. Project sampling and testing may be conducted for individual materials as necessary for control. Asphalt Content Engineer Truck Sample in accordance with Tex-222-F. Determine correlation M) Tex-236-F Sample Minimum of factors for ignition oven using Tex-236-F at a minimum of one (A) (E) 1 per 5,000 tons per project. Truck Sample Voids in Mineral Aggregates (VMA) Tex-204-F Plant Produced 1 per 5,000 tons Sample in accordance with Tex-222-F. COMPLETE MIXTURE (E) Gradation Minimum 1 per Sample in accordance with Tex-222-F. Determine correlation Tex-236-F Truck Sample factors for ignition oven using Tex-236-F at a minimum of one (A) 5,000 tons per project. Sample in accordance with Tex-222-F. The timing of when the test Boil Test Tex 530 C 1 per project is performed is at the discretion of the Engineer. 26 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE VII - HOT -MIX ASPHALT PAVEMENT (Item 334) (Refer to DMS-9210, "Limestone Rock Asphalt (LRA)," for testing requirements for Item 330.) PROJECT TESTS MATERIAL OR PRODUCT TEST FOR TEST NUMBER LOCATION FREQUENCY REMARKS (Per Design) (F) Tex-212-F, Sample in accordance with Tex-222-F. Performed by CST/M&P at Moisture Content Part II 1 per 5,000 tons the point of production for payment calculations. Hydrocarbon- Sample in accordance with Tex-222-F. The timing of when the test Volatile Content Tex-213-F 1 per 5,000 tons is performed is at the discretion of the Engineer. COMPLETE MIXTURE Truck Sample Lab Molded (continued) Density Tex-207-F 1 per 5,000 tons Sample in accordance with Tex-222-F. (A) Hveem Stability Sample in accordance with Tex-222-F. The timing of when the test (A) Tex-208-F 1 per 5,000 tons is performed is at the discretion of the Engineer. Engineer may verify Contractor's results for surface test Type B. Ride Quality Test Final riding surface of For traditional design -bid -build TxDOT projects, CST has contracted ROADWAY Type B Tex-1001-S travel lanes with TTI to perform random ride verification at 10% frequency. (A) Results from surface test Type A are not required to be reported. TABLE VII - FOOTNOTES A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. B Sampling may be performed at the plant, quarry, or both. Aggregate properties may be re -tested at any time during the project. C Or as called for in the Specifications. D Attach the corresponding QM test report for SiteManager projects to satisfy project sampling and testing requirements. E Perform random sampling as specified in Tex-225-F, "Random Selection of Bituminous Mixture Samples." F Each test performed that is based on a quantity of material is considered "or fraction thereof' for calculating number of tests. 27 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE VIII - HOT -MIX ASPHALT PAVEMENT (Item 340) PROJECT TESTS MATERIAL OR PRODUCT TEST FOR TEST NUMBER LOCATION FREQUENCY REMARKS L. A. Abrasion Tex-410-A Verify the published value of the source, as listed on the current (A) Material Producer List for BRSQC, meets the project Stockpile 1 per project, specifications. If not, sample in accordance with Tex-221-F Magnesium Soundness Tex-411-A (B) per source and submit to CST/M&P for testing prior to use in accordance (A) with Tex-499-A. (C) COARSE AGGREGATE Micro Deval Tex-461-A Stockpile 1 per project, per Sample in accordance with Tex-221-F. Testing frequency may (B) source be reduced or eliminated based on a satisfactory test history. Verify the published value of the source, as listed on the current Surface Aggregate Stockpile 1 per project, per Material Producer list for BRSQC, meets the project Classification Tex-499-A specifications. If not, sample in accordance with Tex-221-F (A) (B) source and submit to CST/M&P for testing prior to use in accordance with Tex-499-A. (C) COMBINED AGGREGATE Sand Equivalent Tex-203-F Stockpiles, hot bins, 1 per project, Sample in accordance with Tex-221-F. or feeder belts per design Compliance with p Sampled, tested, and Test a minimum of 1 sample taken from the project. Sample Item 300 pre -approved by 1 each for binder and tack coat at the distributor on the roadway in accordance with Tex-500-C, Part III. Sample binder at hot mix plant in ASPHALT BINDER Binder &Tack CST/M&P. Plant for tack coat per project, accordance with Tex-500-C, Part II. Binder should arrive on the Coat Binder & Road for per grade, per source project pre -approved. If not pre -approved, sample binder (A) Tack Coat before use. Verify that aggregates, recycled asphalt pavement, recycled asphalt shingles, mineral filler, asphalt binder, anti -stripping Compliance with At source (if not Min. 1 design per Mix additives, and warm mix systems are on the Material Producer MIX DESIGN applicable Tex-204-F approved) Type and Asphalt List where applicable and that they meet project specification specification Grade requirements. Project sampling and testing may be conducted in individual materials as necessary for control. Sample in accordance with Tex-222-F. Determine correlation Asphalt Content Tex-236-F Truck sample Minimum of 1 per factors for ignition oven using Tex-236-F at a minimum of one (oho) (D) day per project. Truck sample Voids in Mineral Tex-204-F plant produced 1 per day Sample in accordance with Tex-222-F. Aggregates (VMA) (D) COMPLETE MIXTURE Gradation Sample in accordance with Tex-222-F. Determine correlation Tex-236-F Minimum 1 per day factors for ignition oven using Tex-236-F at a minimum of one (A) Truck Sample per project. Sample in accordance with Tex-222-F. Unless waived by the Boil Test Tex-530-C 1 per project Engineer. Indirect Tensile Tex-226-F 1 per project, per Sample in accordance with Tex-222-F. Unless waived by the Strength - Dry design Engineer. 28 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE VIII - HOT -MIX ASPHALT PAVEMENT (Item 340) PROJECT TESTS MATERIAL OR PRODUCT TEST FOR TEST NUMBER LOCATION FREQUENCY REMARKS Lab Molded Density Tex-207-F 1 per day Sample in accordance with Tex-222-F. A COMPLETE MIXTURE Truck sample Hamburg Wheel Tracker Tex-242-F 1 per project Sample in accordance with Tex 222 F. Sample during (A) production. Air Voids Selected by the 1 per day Tex-207-F Engineer Sample in accordance with Tex-222-F. (A) (D) (2 Cores) Engineer may verify Contractor's results for surface test Type B. ROADWAY For traditional design -bid -build TxDOT projects, CST has Ride Quality Test Final riding surface of contracted with TTI to perform random ride verification at 10% Type B Tex 1001 S travel lanes frequency. (A) Results from surface test Type A are not required to be reported. Sample in accordance with Tex-735-I. Compliance with Sampled, tested, and Verify the source is listed on the current Material Producer List FABRIC UNDERSEAL DMS-6220 approved by for Silt Fence, Filter Fabric, and Fabric Underseals. If not CST/M&P sample and submit to CST/M&P for testing prior to use in accordance with DMS-6220. TABLE VIII - FOOTNOTES A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. This letter is required only for Asphalt Content and/or Gradation when production of complete mixture is suspended as required by QC/QA specifications. B Sampling may be performed at the plant, quarry, or both. Aggregate properties may be re -tested at any time during the project. These project tests may be used for one or more projects furnishing hot mix with the same aggregate source. C Attach the corresponding QM test report for SiteManager projects to satisfy project sampling and testing requirements. D Perform random sampling as specified in Tex-225-F, "Random Selection of Bituminous Mixture Samples." 29 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE IX - MICROSURFACING (Item 350) PROJECT TESTS MATERIAL OR PRODUCT TEST FOR TEST NUMBER LOCATION OF FREQUENCY REMARKS SAMPLING (Per Design) Verify the published value of the source, as listed on the current Magnesium 1 per project, per Material Producer list for BRSQC meets the project Soundness Tex-411-A specifications. If not, sample in accordance with Tex-221-F (A) source and submit to CST/M&P for testing at 1 per project, per source. (C) Gradation Tex-200-F, 1 per project, per Sample in accordance with Tex-221-F. Part II Stockpile source Crushed Face Tex-460-A 1 per project, per Sample in accordance with Tex-221-F. (B) Count source AGGREGATE Verify the value of the source, as listed on the current BRSQC, meets the project specifications. If not, sample and submit to Acid Insoluble Tex-612-J 1 per project, per CST/M&P for testing prior to use in accordance with (A) source Tex-499-A. Sample in accordance with Tex-221-F. (C) Verify the published value of the source, as listed on the current Surface Material Producer list for BRSQC meets the project Aggregate Tex-499-A Stockpile, or BRSQC 1 per project, per specifications. If not, sample in accordance with Tex-221-F Classification (B) source and submit to CST/M&P for testing at 1 per project, per source. (C) COMBINED BLEND Sand Equivalent Tex-203-F Stockpile 1 per project, per Sample in accordance with Tex-221-F. (B) source Sampled, tested, and Test a minimum of one sample during production. Sample tack Compliance with pre -approved by coat at the distributor on the roadway in accordance with Item 300 Binder CST/M&P. Project 1 each for binder and Tex-500-C, Part III. Sample binder at microsurfacing machine ASPHALT BINDER & Tack Coat test sampled at the tack coat per project, in accordance with Tex-500-C, Part III. Binder should arrive on (A) Plant for Binder & per grade, per source the project pre -approved. If not pre -approved, sample binder Road for Tack Coat before use. MIX DESIGN Compliance with applicable Tex-204-F At source (if not Min. 1 design per Submit to CST/M&P for approval. specification approved) project Verify the source is listed on the current Material Producer List CEMENT Compliance with for Cement. If not, sample and submit to CST/M&P for testing DMS 4600 prior to use in accordance with DMS-4600. Sample in accordance with Tex-222-F. Determine correlation Asphalt Content Tex-236-F factors for ignition oven using Tex-236-F at a minimum of one project. COMPLETE MIX Duringper production 1 per day Tex-200-F, Sample in accordance with Tex-222-F. Determine correlation Gradation Part II, Tex-236-F factors for ignition oven use at a minimum of one per project. 30 This is a guide for minimum sampling and testing. Testing frequency may need to be increased for high material variability or when test results approach specification limits. TABLE IX - FOOTNOTES A When this project acceptance test fails but the product is accepted, document the reasons for acceptance on the Letter of Certification of Materials Used or in the SiteManager Remarks field. This letter is required only for Asphalt Content and/or Gradation when production of complete mixture is suspended as required by QC/QA specifications. B Sampling may be performed at the plant, quarry, or both. Aggregate properties may be re -tested at any time during the project. These project tests may be used for one or more projects furnishing hot mix with the same aggregate source. C Attach the corresponding QM test report for SiteManager projects to satisfy project sampling and testing requirements. D Each test performed that is based on a quantity of material is considered "or fraction thereof" for calculating number of tests. 31 APPENDIX C December 2021 DIVISION 1 — GENERAL REQUIREMENTS PA VE Ck� -AN ATLAS COMPANY- GEOTECHNICAL ENGINEERING STUDY 114TH STREET RECONSTRUCTION FROM SLIDE ROAD TO QUAKER AVENUE LUBBOCK, TEXAS Prepared For: Kimley-Horn and Associates, Inc. Lubbock,Texas Prepared by: PAVETEX Lubbock,Texas PaveTex Project No. 200193 August 14, 2020 PAVETE�C J �0 AN ATLAS COMPANY- 12804 CR 2500 Lubbock, Texas 79404 pl 806.771.7283 f 1806.771.7062 August 14, 2020 PaveTex Project No. 200193 Leslie P. Bruce, P.E. Kimley-Horn and Associates, Inc. 1207 Ave F NW, Suite 1 Childress, TX 79201 Subject: Geotechnical Engineering Study 114t" Street Reconstruction From Slide Road to Quaker Aveune Lubbock, Texas Dear Mr. Bruce: This report presents the results of a geotechnical study performed for the referenced project in Lubbock, Texas. This study was performed in accordance with our Proposal dated March 12, 2020. Our engineering analysis as well as the results of the field exploration and laboratory testing are included in this report. Our firm is interested in providing the professional material testing that will be required during the construction phase of the project. We appreciate the opportunity to be of assistance on this project. Please feel free to contact us if you have any questions or if we can be of further service. Sincerely, PaveTex Engineering, LLC TBPE Firm Registration No. 961 Cole Hutson, P.E General Manager Copies Submitted: 1 (via email) Tanner Pletcher Graduate Engineer TABLE OF CONTENTS PAGE 1 INTRODUCTION.............................................................................................................1 1.1 PROJECT AND SITE DESCRIPTION..................................................................1 1.2 PURPOSE AND SCOPE OF WORK....................................................................1 2 FIELD EXPLORATION...................................................................................................2 3 LABORATORY TESTING...............................................................................................3 4 SUBSURFACE CONDITIONS........................................................................................4 4.1 GEOLOGY...........................................................................................................4 4.2 SUBSURFACE CONDITIONS.............................................................................4 4.3 GROUNDWATER CONDITIONS.........................................................................5 5 ANALYSIS AND ENGINEERING RECOMMENDATIONS..............................................5 5.1 POTENTIAL VERTICAL SOIL MOVEMENT........................................................5 5.2 SITE AND SURFACE DRAINAGE.......................................................................7 6 EARTHWORK RECOMMENDATIONS...........................................................................7 6.1 SITE PREPARATION AND PROOFROLLING.....................................................7 6.2 SELECT FILL CRITERIA.....................................................................................8 6.3 EXCAVATION......................................................................................................8 7 PAVEMENT RECOMMENDATIONS..............................................................................9 7.1 PAVEMENT SUBGRADES..................................................................................9 7.2 PAVEMENT SECTIONS......................................................................................9 7.3 PREVENTATIVE MAINTENANCE.....................................................................12 8 LIMITATIONS...............................................................................................................13 APPENDIX A FIGURE VicinityMap.....................................................................................................................Figure 1 Plan of Borings(POB)......................................................................................................Figure 2 Plan of Borings(POB)......................................................................................................Figure 3 Planof Cores(POC)........................................................................................................Figure 4 APPENDIX B Logs of Borings (131 through B7, C1 through C3) CBR Reports (CBR 1 and CBR 2) Soil Classification Chart Sampler Graphics Legend PAVETEXN. GEOTECHNICAL DATA REPORT 114TH STREET RECONSTRUCTION FROM SLIDE ROAD TO QUAKER AVENUE LUBBOCK, TEXAS 1 INTRODUCTION 1.1 PROJECT AND SITE DESCRIPTION This report presents the results of the geotechnical study for the 114th Street Reconstruction project from Slide Road to Quaker Avenue in Lubbock, Texas. The site is located on the South side of Lubbock as shown on the Vicinity Map, Figure 1 included in Appendix A. It is our understanding that the project will consist of the reconstruction and widening of the roadway within the proposed limits of the project. 1.2 PURPOSE AND SCOPE OF WORK The purpose of this study was to evaluate the subsurface conditions at the site, to evaluate the existing pavement structure, and to provide recommendations for a rigid and flexible pavement system. To accomplish its intended purposes, this study has been conducted based on the following scope: • Exploration and evaluation of the soil and rock strata at the boring locations; • Evaluation of soil swell potential; • Perform laboratory tests on selected samples to determine classification and engineering properties of the subsurface soil; • Discussion of construction consideration; • Developing recommendations for pavement sections. Geotechnical design considerations for any other structures/features at the subject site were not requested and therefore are outside our scope of services. Project No. 200193 Page 1 of 14 PAY;mE , 2 FIELD EXPLORATION The subsurface material at the project site was explored by drilling seven (7) borings on April 2, 2020. To determine the existing pavement structure, three (3) cores were cut from the existing roadway on April 1, 2020. The borings were drilled to a depth of ten (10) feet below the existing grade at the approximate locations as shown on the Plan of Borings (POB's), Figures 2 and 3 in Appendix A. An abandoned water line was encountered in Boring B4 at approximately 5 feet below the existing ground surface and the boring was terminated. The Logs of Borings and a key to terms and descriptions on the logs are provided in Appendix B of this report. At selected depths, disturbed samples of non -cohesive soils, and/or hard cohesive materials were collected by driving a split -spoon sampler in conjunction with the Standard Penetration Test (SPT). This technique involves driving the spoon sampler a distance into the soil using a free -falling hammer (based upon ASTM D 1586). During the test, the logger records the number of blows required to drive the spoon sampler over three successive 6-inch increments. The first 6 inches is the "seating drive," while the number of blows required to drive the sampler the last two 6-inch increments is the "penetration" in blows per foot. Where resistance was high, the number of inches of penetration for 50 blows of the hammer is recorded. When less than 6 inches of penetration is obtained, the test is terminated regardless of the drive increment. The results of the penetration test are reported on the boring log at the corresponding depth. Materials recovered from the split -spoon sampler are then placed in a plastic bag to protect the sample and to reduce moisture loss. The boreholes were backfilled with soil cuttings upon completion of drilling. Field boring logs were prepared as part of the drilling operations. The boring logs include visual classifications of the materials encountered during drilling and the driller's interpretation of the subsurface conditions between samples. The final boring logs included in this report represent the engineer's interpretation of the field logs and include modifications based on observations and testing of the samples in the laboratory. Soil strata boundaries shown on the boring logs are approximate. The stratification Project No. 200193 Page 2 of 14 PAY;mE , boundaries shown on the boring logs represent the approximate locations of the changes in the soil and rock types; in situ, the transition between material types may be gradual and indistinct. The boring locations should be considered accurate only to the degree implied by the method used in its determination. If a greater degree of accuracy is required or desired, then a licensed land surveyor should be retained to record the coordinates of the borings. 3 LABORATORY TESTING Samples were examined at our laboratory by the project manager. Classification tests performed for this study included liquid and plastic limits, percent passing the No. 200 sieve, moisture content and California Bearing Ratio (CBR). Results of these tests are presented on the boring logs or as an attachment in Appendix B. All tests were performed in accordance with the applicable ASTM methods. Table 3.1 summarizes the number and type of tests performed for this study. Table 3.1 - Laboratory Testing Summary Test Quantity Procedure Moisture Content 21 ASTM D 2216 Atterberg Limits 21 ASTM D 4318 Percent Passing the No. 200 Sieve 21 ASTM D 1140 California Bearing Ratio 2 ASTM D 1883 Project No. 200193 Page 3 of 14 PAY;mE , 4 SUBSURFACE CONDITIONS 4.1 GEOLOGY Atlas maps published by the Bureau of Economic Geology at the University of Texas, Austin indicated that the site may be located within Blackwater Geologic formation overlying the Ogallala formation with potential Playa deposits scattered intermittently throughout the area. The Blackwater formation consists predominantly of Aeolian sediments comprised mainly of grayish red sands with silts and caliche nodules. Due to the sporadic depositional characteristics, it is not uncommon to find clay deposits as well. The Ogallala formation is a fluviatile deposition comprised of sand, silt, clay and gravel commonly capped with caliche. The Playa deposits are formed by the formation of small lakes formed on the surface of the Blackwater formation. The Playa deposits consist of clay and silt and are typically light gray in color. 4.2 SUBSURFACE CONDITIONS Specific types and depths of subsurface strata encountered in the borings are shown on the boring logs. Generally, the soils encountered to the termination depth in the borings were soft to hard sandy lean clays. The subsurface conditions encountered at the subject site can be generalized as shown below in Table 4.1. Table 4.1 — Subsurface Conditions Stratum Approximate Material Description Consistency Depth ft Brown to Yellowish Red Stratum 1 0-2 Loose Clayey Sand Reddish Yellow to Dark Grey Medium Stiff to Stratum II 2-7.5 Hard Sandy Clay Strong Brown to Red Stratum 111 7.5-10 Stiff to Very Stiff Sandy Clay Project No. 200193 Page 4 of 14 PAY;mE , Refer to the Logs of Borings in Appendix B for detailed subsurface descriptions. Note that demarcation lines between the strata are interpretive of the field conditions, and that actual strata transitions in the field may be gradual. 4.3 GROUNDWATER CONDITIONS The borings were advanced with an air rotary drilling rig. These methods allow relatively accurate groundwater observations to be made while drilling. Groundwater was not encountered during drilling. The borings were dry during and upon completion of drilling. It is not possible to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. The occurrence and variation of groundwater can vary due to many factors. These factors include seasonal changes, site topography, surface runoff, the layering and permeability of subsurface strata; water levels in waterways, utilities, and other factors not evident at the time of this study. The possibility of groundwater and its fluctuation should be considered when developing this project. 5 ANALYSIS AND ENGINEERING RECOMMENDATIONS Based on traffic data evaluated from the City of Lubbock GIS & Data Services and input from the design team, the maximum ESAL's were determined for three different percentages of truck traffic. We assume the finished grade of the roadway to be within 2 feet of the existing grade. 5.1 POTENTIAL VERTICAL SOIL MOVEMENT The subgrade at this site includes moderately expansive soil that may exhibit moderate shrink and swell behavior. The amount of shrink/swell behavior that can occur will depend upon moisture fluctuations of the subgrade soils that occur over the design life of the roadway. Usually, the magnitude of soil potential vertical rise (PVR's) are dependent upon the moisture content, thickness and nature of the clayey soils present below finished grade at the time of construction, the preceding and prevailing Project No. 200193 Page 5 of 14 PAY;mE , atmospheric conditions, the overall drainage characteristics of the site surface, and the depth of the active moisture zone. Considering the anticipated depth of cut and fill, PVR calculations for the pavement system were performed using the Texas Department of Transportation (TxDOT) Method 124-E. The TxDOT method is empirical and is based on the Liquid and Plastic limits and the moisture content of the subsurface soils. Based on this method, the typical maximum potential vertical rise is estimated to be less than one inch at existing grade and relatively dry moisture condition. However, in the area of Boring B5 the maximum potential vertical rise is estimated to be on the order of two and a half inches at existing grade and relatively dry moisture condition. In order to reduce the PVR in the area of Boring B5, it is recommended to over excavate the area and bring the area to grade with select fill. The following table (Table 5.1) presents the estimated PVR for varying excavation depths. The select fill criteria are provided in the section titled "EARTHWORK RECOMMENDATIONS" of this report. Table 5.1 — Boring B5 Estimated Potential Vertical Rise Total Depth of Select Estimated Material Fill Under the Material Description PVR Pavement Section (inches) (feet) Existing Soils 0 Lean Clay CL 2.5 Select Fill 2 Clayey Sand SC 2.23 Select Fill 3 Clayey Sand SC 2.14 Select Fill 4 Clayey Sand SC 1.74 Select Fill 1 5 1 Clayey Sand (SC) 1 1.35 Depending on the tolerable/allowable amount of PVR for the proposed pavement, it is at the discretion of the client and the design team to choose which option will be viable to prepare finished grade for this project. The results of the laboratory tests performed during this investigation indicate that the soils were at dry and average moisture states at the time of our study. It should be noted that the amount of PVR is dependent on the moisture condition of the soil sample Project No. 200193 Page 6 of 14 PAY;mE , at the time it is sampled and tested. The higher the initial moisture content, the lower the PVR and vice -versa. However, considerably more movement may occur in areas where the subgrade soils are allowed to dry and where water ponding is allowed to occur during or after construction. Site grading will have a significant impact on the aforementioned PVR of the in -situ soils. Substantial filling with undocumented material during mass site grading operations, could alter the PVR values and our recommendations for pavement sections. 5.2 SITE AND SURFACE DRAINAGE All grades must be adjusted to provide positive drainage. Water permitted to pond near or adjacent to the roadway can result in soil movements which exceed those discussed in this report. Maximum grades practical should be used for paving and flatwork to prevent areas where water can pond. Irrigation systems should be carefully designed and constructed to prevent saturation of the subgrade soil below the pavement section. 6 EARTHWORK RECOMMENDATIONS 6.1 SITE PREPARATION AND PROOFROLLING All existing pavement, surface vegetation, organic topsoil, gravel surface, loose materials, loose fill, and/or any debris or deleterious matter should be removed. Following excavation, the exposed subgrade should be proofrolled (under the observation of qualified personnel) with a loaded, tandem -axle dump truck weighing a minimum of 25 tons, or other heavy, rubber -tired construction vehicle, to locate any zones that are soft, loose or unstable. The proofrolling should consist of several overlapping passes in mutually perpendicular directions over a given area. The subgrade in areas where rutting or pumping occurs during proofrolling should be removed to hard ground and replaced with suitable fill, as described below, if it cannot be compacted in place. Project No. 200193 Page 7 of 14 PAY;mE , Following proofrolling, all exposed surfaces should then be scarified to a depth of 12 inches, watered as required and re -compacted to a minimum of 95 percent of the maximum dry density as defined by ASTM 1557 (Modified Proctor) at a moisture content within two (2) percent of optimum moisture. The site may then be filled to grade using on -site soils, borrow materials or select fill meeting the requirements presented below, free from deleterious matter and no rock larger than 4 inches in size. Fill materials should be placed in six (6) to eight (8)-inch loose lifts at moisture contents within two (2) percent of optimum and each lift compacted to a minimum of 95 percent of its maximum dry density as defined by ASTM 1557 (Modified Proctor). Field density tests should be taken at the rate of one test per each 2,500 square feet or a minimum of three per lift in the area of all compacted fills. For areas where hand tamping is required, the testing frequency should be increased to approximately one test, per lift, per 100 linear feet of area. 6.2 SELECT FILL CRITERIA The non -expansive select fill material should be very sandy lean clay to clayey sand with a maximum Liquid Limit (LL) of 30 and a Plasticity Index (PI) of 15. The select fill should be spread in loose lifts, less than 8 inches thick and uniformly compacted to a minimum of 95 percent of ASTM 1557 (Modified Proctor) within ± 2 percentage points of the soil's optimum moisture content. The first lift of select fill should be placed wet of optimum to prevent drying the underlying subgrade. Positive drainage must be provided away from the structure to prevent the ponding of water in the select fill, during and following construction. 6.3 EXCAVATION Temporary construction slopes should utilize excavation protection systems or be sloped back at an appropriate angle as required by OSHA. Soil types should be identified by the contractors "competent person" as defined by OSHA at the time of excavation. Excavations deeper than 20 feet will need to be engineered on a case -by - case basis according to OSHA standards. Project No. 200193 Page 8 of 14 PAY;mE , 7 PAVEMENT RECOMMENDATIONS 7.1 PAVEMENT SUBGRADES Subgrade materials at this site are anticipated to consist of sandy clay or clayey sand. The subgrade is subject to loss of support with the moisture increases that can occur beneath paving. Pavement subgrade should be graded to prevent ponding and infiltration of excessive moisture on or adjacent to the pavement subgrade surface. 7.2 PAVEMENT SECTIONS It is our understanding that a rigid pavement system and a flexible pavement system may be considered for this project. The pavement analysis was performed using the following parameters that were developed based on information and procedures outlined by the American Association of State Highway and Transportation Officials (AASHTO). Based on available traffic data from the City of Lubbock GIS & Data Services and an assumed growth rate of 4%. Table 7.1 presents the ESAL's that were considered for our pavement recommendations at varying percentages of truck traffic. Table 7.1 — Pavement Design Loading Location Percent Truck ESAL Trucks Factor 114' Street (From Slide Rd. to Quaker Ave.) 2 1.2 1,357,380 1141h Street 2 2.4 2,714,760 (From Slide Rd. to Quaker Ave.) 114th Street 3 1.2 2,036,070 (From Slide Rd. to Quaker Ave.) 1141h Street 3 2.4 4,072,140 (From Slide Rd. to Quaker Ave.) When appropriate, the item listed in the parenthesis at the end of each item refers to the source of the value. Project No. 200193 Page 9 of 14 PAY;mE , Table 7.2 — Pavement Design Parameters Design Parameter Value Design Life 20 Years Reliability 90% (assumed) Standard Deviation 0.35 for Rigid, 0.45 for Flexible (AASHTO) 28 Day Concrete Strength 3,600 psi (City of Lubbock) Concrete Elasticity Modulus 3,420,000 psi Load Transfer Coefficient 2.6 (based on edge support, AASHTO) Subgrade Resilient Modulus 10,426 psi (CBR of 9.7) Modulus of Subgrade Reaction 130 psi/in (CBR of 9.7) Drainage Coefficient 1.0 (assumed, AASHTO) Initial Serviceability 4.5 for Rigid, 4.2 for Flexible Terminal Serviceability 2.5 (AASHTO) Layer Coefficients 0.40 for Asphalt, 0.14 for Flexible Base Recommended pavement thickness values for the flexible (Asphaltic) and rigid (Concrete) pavement systems are provided in Table 7.3. The recommended rigid and flexible sections for each pavement type are considered equivalent with respect to pavement design loading data as presented in Table 7.1. Several pavement options are provided below with varying percentages of truck traffic and truck factors. When specific axle data or vehicle types are unknown, truck factors are used to estimate the average ESAL per truck. A truck factor of 1.2 generally represents 3-axel, single unit trucks including large recreation vehicles, garbage trucks and dump trucks, while a truck factor of 2.4 generally represents 5-axel or more single trailer trucks consisting of 2 units similar to an 18-wheeler. Project No. 200193 Page 10 of 14 PAY;mE , Table 7.3 Recommended Pavement Thicknesses 2% Trucks 2% Trucks 3% Trucks 3% Trucks 1.2 Truck Factor 2.4 Truck Factor 1.2 Truck Factor 2.4 Truck Factor (Inches) (Inches) (Inches) (Inches) 7.5 CRCP 8.0 CRCP 8.0 CRCP 9.0 CRCP Rigid Section 12.0 Subgrade 12.0 Subgrade 12.0 Subgrade 12.0 Subgrade 4 HMAC Surface 5 HMAC Surface 4.5 HMAC Surface 5.5 HMAC Surface Flexible Section 12.0 Flex Base 12.0 Flex Base 12.0 Flex Base 12.0 Flex Base 12.0 Subgrade 12.0 Subgrade 12.0 Subgrade 12.0 Subgrade 3.5 HMAC Surface 3.0 HMAC Surface 3.0 HMAC Surface 3.0 HMAC Surface Full Depth HMAC 5.0 HMAC Base 6.5 HMAC Base 6.0 HMAC Base 7.0 HMAC Base 12.0 Subgrade 12.0 Subgrade 12.0 Subgrade 12.0 Subgrade Note: Continuously reinforced concrete pavement (CRCP). Subgrade and flex base should be density controlled. It is at the discretion of the client and the design team to choose which option will be best suited for the pavement section. A rigid pavement section should be used in areas where water is known to pond on the pavement after rain events. If traffic data indicates ESALs different than that what we were provided in Table 7.1, we should be authorized to review the traffic data and, if necessary, to modify our pavement recommendations. The recommended pavement is intended to provide an adequate thickness of structural materials, such that wheel loads are distributed over a larger area. The pavement may be adequate from a structural standpoint, yet still experience cracking and deformation due to soil movements below the section. Therefore, moisture changes in the subgrade should be minimized. The pavement and adjacent areas should be well drained. Proper and regular maintenance should be performed on cracks in the pavement surface to prevent water passing through to the base or subgrade material. Even with these precautions, some movements and cracking may still occur, which will require periodic maintenance. 7.2.1 PAVEMENT MATERIAL SPECIFICATIONS Recommended material specifications for the recommended pavement sections are provided below. Project No. 200193 Page 11 of 14 PAY;mE , Portland Cement Concrete (CRCP) - TxDOT Item 360 (Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition), with a minimum flexural strength of 540 psi at 28 days; that corresponds to roughly 3,600-psi compressive strength. Concrete should be steel reinforced and include joints to control the formation of temperature and shrinkage related cracks. Concrete should include air entrainment to increase the resistance to temperature effects. As a general guide, the air entrainment should vary from 4 to 6 percent. Hot Mix Asphaltic Concrete Surface Course (HMAC) - TxDOT Item 340, Type C. Hot Mix Asphaltic Concrete Base Course (HMAC) - TxDOT Item 340, Type B. Crushed Rock Base Material (Flex Base) - TxDOT Item 247, Flexible Base Material, Type A, Grade 1-2. The material should be placed in 6-inch lifts and compacted to a minimum of 95 percent of ASTM 1557 (Modified Proctor) and within 2 percentage points of the optimum moisture content. Compacted Subgrade — The material should be placed in 6-inch lifts and compacted to a minimum of 95 percent of ASTM 1557 Modified Proctor and within 2 percentage points of the optimum moisture content. 7.3 PREVENTATIVE MAINTENANCE Preventative maintenance should be planned to prolong the life of the pavement. Differential soil movements can occur that can cause pavement cracking and opening of joints. Water entering joints can reduce the service life of the pavement. Preventative maintenance should be provided through an on -going pavement management program to enhance future pavement performance. Preventative maintenance activities are intended to slow the rate of pavement deterioration and to preserve the pavement investment. Preventative maintenance consists of both localized maintenance (e.g. crack and joint sealing and patching) and global maintenance (e.g. surface sealing). Preventative maintenance is usually the first priority when implementing a planned pavement maintenance program and provides the highest return on investment for pavements. Project No. 200193 Page 12 of 14 PAY;mE , Also, thicker pavement sections could be used to reduce the required maintenance and extend the service life of the pavement. Prior to implementing any maintenance, additional engineering observation is recommended to determine the type and extent of preventative maintenance. 8 LIMITATIONS In preparation of this report, we have strived to perform our services in a manner consistent with that level of care and skill ordinarily exercised by other members of our profession currently practicing in the same locality under similar conditions and at the time the services are provided. The results, conclusions, opinions and recommendations provided in this report are directed at, and intended to be utilized within, the scope of work contained in the proposal and agreement executed by PaveTex and the client. These are based on a limited number of observations and data. It is possible that conditions could vary between or beyond the data evaluated. PaveTex makes no other representation, guarantee or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. This report may be used only by the client and the registered design professional in responsible charge and only for the purposes stated for this specific engagement within a reasonable time from its issuance, but in no event later than two (2) years from the date of the report. The scope of services was limited to the borings completed at the site. It should be recognized that definition and evaluation of subsurface conditions are difficult. Since some variation was found in subsurface conditions at the specific boring locations for this study, all readers should be aware that a greater variation could occur between the boring locations. Statements in the report as to subsurface variations across the site are intended only as estimations from the data obtained at specific boring locations. The scope of services did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the soil, surface water, or groundwater at this site. Project No. 200193 Page 13 of 14 PAY;mE , (A, 0AN ATLAS COMPANY - APPENDIX A 0 —1-1 4 ■ I� ,�.i�.. . -:;�. r �-' �,?I e .6 ' ' 4 •;. � i 1.14ttrSt � - - - s a du rM - Y ; .77 1 .. -,-.yam--- ., � �•� �� - mm -- ,pt yjw it 4W PAVE *. i —AN ATLAS COMPANY— M 4' 1 114Ih Street Slide Road to Quaker Avenue Lubbock, Texas Figure 3 Nt J 'aJ� Plan of Borings R •h y � a PAVETE)C —AN ATLAS COMPANV- 114t" Street Slide Road to Quaker Avenue Lubbock, Texas Figure Nt Plan of Cores (A, 0AN ATLAS COMPANY - APPENDIX B U) z 0 U m 2 U W 0 0 Uj BORING NUMBER 131 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 4 inches DRILLING CONTRACTOR Amarillo Testing GROUND WATER LEVELS: DRILLING METHOD Air Rotary AT TIME OF DRILLING --- Not Encountered LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'26.82"N 101°55'19.02"W AFTER DRILLING --- ATTERBERG }w o z Lu w o LIMITS w U } = U Of HLu } Ua Z) 0- H D� Z a a 0 MATERIAL DESCRIPTION w� > D Q w N z Q~ w �_ �_ U X O Lu �J CL� 2z 0� m0> Uz Y OZ �� U� QJ HLu U) Uv 0 W O 20 �� w u o o U a -i z 0.0 a w CLAYEY SAND WITH GRAVEL, (SC) Brown, Loose, Dry SPT 5($)4 9 25 11 14 39 2.5 SPT 2-2-3 (5) SANDY LEAN CLAY, (CL) Reddish Yellow, Soft, Damp SPT 2-22-2 15 27 11 16 64 5.0 ---------------------------- SANDY LEAN CLAY, (CL) Strong Brown, Stiff to Very Stiff, Damp SPT 5-4-5 (9) 7.5 SPT 5-7-12 16 37 13 24 69 10.0 Bottom of borehole at 10.0 feet. U) z 0 U m 2 U W 0 0 LU BORING NUMBER B2 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 4 inches DRILLING CONTRACTOR Amarillo Testing GROUND WATER LEVELS: DRILLING METHOD Air Rotary AT TIME OF DRILLING --- Not Encountered LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'26.65"N 101°55'9.87"W AFTER DRILLING --- ATTERBERG }w o z Lu w o LIMITS w U } = U Of HLu } Ua Z) 0- H D� Z a a 0 MATERIAL DESCRIPTION w� > D Q w N z Q~ w �_ �_ U X O Lu �J 0 CL� 2z 0� m0> Uz Y OZ �� U� QJ HLu U) Uv u W o O o 20 U �� a -i w z 0.0 a w CLAYEY SAND WITH GRAVEL, (SC) Brown, Loose, Dry SPT 2-2-4 (6) SANDY LEAN CLAY, (CL) Pink, Stiff, Dry 2.5 SPT 5-8- 10 28 11 17 64 ---------------------------- SANDY LEAN CLAY, (CL) Strong Brown, Medium Stiff to Very Stiff, Dry SPT 6-6-6 (12) 5.0 SPT $9 10 34 13 21 64 7.5 SPT 3-3-3 (6) 10.0 Bottom of borehole at 10.0 feet. BORING NUMBER B3 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 4 inches DRILLING CONTRACTOR Amarillo Testing GROUND WATER LEVELS: DRILLING METHOD Air Rotary AT TIME OF DRILLING --- Not Encountered LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'26.21"N 101°54'59.69"W AFTER DRILLING --- ATTERBERG L CL o a z L w o LIMITS w U U Of } U) a a 0 MATERIAL DESCRIPTION w� > a 0� Q w N z Q~ w �_ �_ U X O Lu �J CL, <z 0of oJ00> Uz y— �.� OZ �� U� QJ HLu Uv 0 Lu 0 � 20 �� Qz L u o o U a -i z 0.0 a U- SANDY LEAN CLAY, (CL) Dark Brown, Medium Stiff, Damp SPT 3-3-2 15 28 11 17 55 ---------------------------- LEAN CLAY WITH SAND, (CL) Reddish Yellow, Soft to Stiff, Damp 2.5 SPT 2-2-2 (4) 2-2-3 16 28 11 17 70 SPT 5.0 SPT 4-6-7 (13) 7.5 CLAYEY SAND WITH GRAVEL, (SC) Reddish Yellow, Medium Dense, Dry SPT 517) 14 39 14 25 46 ( 10.0 Bottom of borehole at 10.0 feet. BORING NUMBER B4 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 4 inches DRILLING CONTRACTOR Amarillo Testing GROUND WATER LEVELS: DRILLING METHOD Air Rotary AT TIME OF DRILLING --- Not Encountered LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'26.28"N 101°54'49.76"W AFTER DRILLING --- ATTERBERG }w o a z Lu w o LIMITS w } _ U = 00 HLu } �^ U H� 0 Hr �� Z o a a MATERIAL DESCRIPTION w > 0 O Z Q w N Z Q~ w U� U U X O U� Q �� CLZ) po MO> Y Oz �� U)2 Hwp Uv z O < UZ _ 2OU _O— JJ Q— U QZ ui O Lu 0_ Q 0_J Z m 0.0 Z 0- U- o SANDY LEAN CLAY, (CL) Brown, Medium Stiff to Stiff, Dry U K F o SPT 4-4-4 U (8) LU W LU 5 32 12 20 50 U LU 0 2.5 SPT 3-3-2 W z (5) LU LU LU d SPT 2-2-7 W W (9) 0 J rA d W 5.0 oBottom of borehole at 5.0 feet. W a x z 2 O U_ N 7 7 io 0 N M N F 0 ci CD Q J F z Z 0 Z J O U m 2 U W H O W 0 U) z 0 U m 2 U W 0 0 Uj BORING NUMBER B5 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 4 inches DRILLING CONTRACTOR Amarillo Testing GROUND WATER LEVELS: DRILLING METHOD Air Rotary AT TIME OF DRILLING --- Not Encountered LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'26.76"N 101°54'39.11"W AFTER DRILLING --- ATTERBERG }w o z Lu w o LIMITS w U } = U Of HLu } Ua Z) 0- H D� Z a a 0 MATERIAL DESCRIPTION w� > a 0� Q w N z Q~ w �_ �_ U X LLu O Lu �J 0 CL, <z 0of oJ00> Uz y— �.� OZ �� U� QJ Uv u Lu o 0 o � 20 U �� a Qz -i w z 0.0 a U- SANDY LEAN CLAY, (CL) Dark Brown, Stiff, Dry SPT 7-5-4 11 33 12 21 51 2.5 SPT 3-5-7 (12) ---------------------------- SANDY FAT CLAY, (CH) Dark Brown, Stiff, Damp SPT 4-5-5 �5 23 69 22 47 67 5.0 ---------------------------- FAT CLAY WITH SAND, (CH) Dark Gray, Stiff, Damp SPT 5-5- 17 51 16 35 75 7.5 ---------------------------- LEAN CLAY WITH SAND, (CL) Gray, Very Stiff, Dry SPT 6-8-1 14 45 14 31 71 10.0 Bottom of borehole at 10.0 feet. U) z 0 U m 2 U W 0 0 LU (D BORING NUMBER B6 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 4 inches DRILLING CONTRACTOR Amarillo Testing GROUND WATER LEVELS: DRILLING METHOD Air Rotary AT TIME OF DRILLING --- Not Encountered LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'26.31"N 101°54'29.37"W AFTER DRILLING --- ATTERBERG }w o z Lu w o LIMITS w U } = U Of HLu } Ua Z) 0- H D� Z a a 0 MATERIAL DESCRIPTION w� > a 0� Q w N z Q~ w �_ �_ U X LLu O Lu �J 0 CL, <z 0of oJ00> Uz y— �.� OZ �� U� QJ Uv u Lu o 0 o � 20 U �� a Qz -i w z 0.0 a LL CLAYEY SAND, (SC) Yellowish Red, Loose, Dry SPT 7($)2 10 30 12 18 21 SANDY LEAN CLAY, (CL) Yellowish Red, Medium Stiff to Stiff, Damp 2.5 SPT 2-2-3 14 27 11 16 62 3-4-5 SPT (9) 5.0 SPT 3-3-2 12 34 13 21 54 7.5 ---------------------------- SANDY LEAN CLAY, (CL) Red, Stiff, Damp SPT 3-6- 18 40 14 26 52 10.0 Bottom of borehole at 10.0 feet. z 0 U m 2 U 0 0 LU (D BORING NUMBER B7 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 4 inches DRILLING CONTRACTOR Amarillo Testing GROUND WATER LEVELS: DRILLING METHOD Air Rotary AT TIME OF DRILLING --- Not Encountered LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'27.26"N 101°54'18.99"W AFTER DRILLING --- ATTERBERG }w o z Lu w o LIMITS w U U Of } Ua a a 0 MATERIAL DESCRIPTION w� > D Q w N z Q~ w �_ �_ U X O Lu �J 0 CL� 2z 0� m0> Uz Y OZ �� U� QJ HLu U) Uv u W o O o 20 U �� a -i w z 0.0 a w CLAYEY SAND, (SC) Yellowish Red, Loose, Dry SPT �� 9 26 13 13 44 2.5 SPT 3-3-3 (6) SANDY LEAN CLAY, (CL) Yellowish Red, Soft, Dry SPT 3-22-2 11 26 12 14 55 5.0 CLAYEY SAND WITH GRAVEL, (SC) Light Reddish Brown, Loose, Damp SPT 5(7)3 15 24 12 12 42 7.5 CLAYEY SAND WITH GRAVEL, (SC) Yellowish Red, Medium Dense, Damp SPT 15 37 12 25 18 12) 10.0 Bottom of borehole at 10.0 feet. z J U m 2 U LU LU (D BORING NUMBER C1 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 5 inches DRILLING CONTRACTOR PaveTex GROUND WATER LEVELS: DRILLING METHOD Road Core AT TIME OF DRILLING --- Not Encountered LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'26.29"N 101°55'15.05"W AFTER DRILLING --- ATTERBERG }w o z Lu w o LIMITS w U U Of } Ua a a 0 MATERIAL DESCRIPTION w� > D Q w N z Q~ w �_ �_ U X O Lu �J 0 CL� 2z 0� m0> Uz Y OZ �� U� QJ HLu U) Uv u W o O o 20 U �� a -i w z a w 2 inches of HMAC r 5 3/4 inches of Flexible Base Subgrade 2.5 5.0 7.5 10.0 Bottom of borehole at 10.0 feet. z J U m 2 U LU LU (D BORING NUMBER C2 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 5 inches DRILLING CONTRACTOR PaveTex GROUND WATER LEVELS: DRILLING METHOD Road Core AT TIME OF DRILLING --- Not Encountered LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'26.29"N 101°55'15.05"W AFTER DRILLING --- ATTERBERG }w o z Lu w o LIMITS w U U Of } Ua a a 0 MATERIAL DESCRIPTION w� > D Q w N z Q~ w �_ �_ U X O Lu �J 0 CL� 2z 0� m0> Uz Y OZ �� U� QJ HLu U) Uv u W o O o 20 U �� a -i w z a w 2 inches of HMAC r 5 3/4 inches of Flexible Base Subgrade 2.5 5.0 7.5 10.0 Bottom of borehole at 10.0 feet. BORING NUMBER C3 PaveTex 12804 County Rd 2500 PAGE 1 OF 1 Lubbock, Texas 79404 Telephone: (806) 771-7283 CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME 114th Street Reconstruction PROJECT NUMBER 200193 PROJECT LOCATION Lubbock, Tx DATE STARTED 4/2/20 COMPLETED 4/2/20 GROUND ELEVATION HOLE SIZE 5 inches DRILLING CONTRACTOR PaveTex GROUND WATER LEVELS: DRILLING METHOD Road Core AT TIME OF DRILLING --- LOGGED BY TP CHECKED BY CTH AT END OF DRILLING --- NOTES 33°29'26.58"N 101°54'21.30"W AFTER DRILLING --- ATTERBERG }w o z Lu w o LIMITS w U U Of } Ua a a 0 MATERIAL DESCRIPTION w > 0 Q w N z Q~ w �_ �_ U X LLu O Lu �J 0 C� 2z 0of oJ00> Uz y— �.� OZ �� U� QJ U) Uv u W o O a 20 U �� a -i w z 0.0 a- w 6 1/2 inches of HMAC Subgrade 2.5 5.0 7.5 10.0 Bottom of borehole at 10.0 feet. PA VETE� AN ATLAS COMPANY- 12804 CR 2500 Lubbock, Tx 79404 (806) 771-7283 Client: Kimley-Horn and Associates, Inc. Date: 8/14/2020 Project Name: 114th Street Reconstruction Sample Date: 4/1/2020 Project Location: Lubbock, Texas Date Tested: 4/30/20 Sample Number: 1 Tested By: Roy Lopez Sample Location: CBR 1 Sample Depth, ft: 1ft BG Material Description: Brown Clayey Sand Report of: California Bearing Ratio (CBR) Report Time soaked, hrs: 72 Compaction Method: ASTM D1557 Surcharge Used, Ibs: 10 Proctor Density, pcf: 126.2 CBR Test Data Optimum Moisture, %: 11.5 Point 1 2 3 Specific Gravity: 2.55 assumed As Molded Density 114.0 120.9 124.4 Liquid Limit: 27 Moisture 12.5 12.3 10.8 Before Density 114.4 120.7 123.2 Plastic Limit: 14 Testing To 1" Moisture 16.1 14.8 13.8 Plastic Index: 13 Total Moisture 15.2 1 13.2 1 12.4 Retained 3/4" Sieve: 0 Swell Datal 5.9 1 3.9 1 3.8 Passing No. 200 Sieve: 48 CBR Stress/Penetration 500.0 t 10 Blows'. - 25 Blows t 56 Blows 400.0 - --- -- -- --- --- --- --- 300.0 -- -- - --- 'w a in 200.0 0.0 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 0.550 Penetration, in Moisture -Density Relationship (D 1557) 128 Proct Dry Density vs. CBR CBR Data 22.0 Points - - -95% Density 17.0 7 R � 1 U 1 12.0 1 1 1 1 1 7.0 1 113.0 115.0 117.0 119.0 121.0 123.0 125.0 127.0 Density (pcf) as Molded or Points Penetration Used for Bearing Ratio: 0.1 CBR at 95% of Max Dry Density: 14.1 Reviewed By: L�, � /�-, PaveTex - 12804 CR 2500 Lubbock, TX 79404 - (806) 771-7283 Texas Registered Engineering Firm F-961 The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected. They are not planned to be indicative of apparently identical products. 12804 CR 2500 PAVETE� Lubbock, 7, 1- T9404 (806) TT1-T283 AN ATLAS COMPANY - Client: Kimley-Horn and Associates, Inc. Date: 8/14/2020 Project Name: 114th Street Reconstruction Project Location: Lubbock, Texas Sample Number: 2 Tested By: Roy Lopez Sample Location: CBR 2 Material Description: Yellowish Red Clayey Sand Sample Date: 4/1/2020 Date Tested: 4/30/20 Sample Depth, ft: 1ft BG Report of: California Bearing Ratio (CBR) Report Time soaked, hrs: 72 Compaction Method: ASTM D1557 Surcharge Used, Ibs: 10 Proctor Density, pcf: 126.8 CBR Test Data Optimum Moisture, %: 11.2 Point 1 2 3 Specific Gravity: 2.55 assumed As Density 115.4 123.0 125.1 Molded Moisture 11.9 11.3 12.1 Liquid Limit: 23 Density 115.5 122.2 125.1 Plastic Limit: 11 Before Testing To 1" Moisture 16.3 13.6 13.2 Plastic Index: 12 Total Moisture 14.3 1 12.4 1 12.4 Retained 3/4" Sieve: 1 Swell Datal 8.2 1 3.6 1 5.2 Passing No. 200 Sieve: 40 Moisture -Density Relationship (D 1557) 128 126 124 C a t of 120 3 118 c 116 114 112 110 5 7 9 11 13 15 17 Moisture Content (%) Dry Density vs. CBR CBR Data 15.0 Poi---------------------- nts - - -95°0 Density N 7 > 10.0 tb � U � r r r 5.0 r 113.0 115.0 117.0 119.0 121.0 123.0 125.0 127.0 Density (pcf) as Molded ♦ Proctor Points ------- zeroarVoid -------95% of Penetration Used for Bearing Ratio: 0.1 CBR at 95% of Max Dry Density: 9.7 Reviewed By: L�, PaveTex - 12804 CR 2500 Lubbock, TX 79404 - (806) 771-7283 Texas Registered Engineering Firm F-961 The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected. They are not planned to be indicative of apparently identical products. SOIL CLASSIFICATION CHART MAJOR DIVISIONS SYMBOLS TYPICAL DESCRIPTIONS GRAPH LETTER GRAVEL AND CLEAN GRAVELS •� GW WELL-GRADED GRAVELS, GRAVEL - SAND MIXTURES, LITTLE OR NO FINES GRAVELLY SOILS (LITTLE OR NO FINES) o D�o D O °O GP POORLY -GRADED GRAVELS, GRAVEL - SAND MIXTURES, LITTLE OR NO FINES COARSE GRAINED SOILS MORE THAN 50% OF COARSE GRAVELS WITH FINES ° �� D O ° �° o ° D O GM SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES FRACTION RETAINED ON NO. 4 SIEVE (APPRECIABLE AMOUNT OF FINES) GC CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES SAND CLEAN SANDS SW WELL -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES MORE THAN 50% OF MATERIAL IS LARGER THAN NO. 200 SIEVE SIZE AND SANDY SOILS (LITTLE OR NO FINES) SP POORLY -GRADED SANDS, GRAVELLY SAND, LITTLE OR NO FINES o MORE THAN 50% SANDS WITH FINES SM SILTY SANDS, SAND - SILT MIXTURES OF COARSE FRACTION PASSING ON NO. 4 SIEVE (APPRECIABLE AMOUNT OF FINES) IF/Ex SC �7 CLAYEY SANDS, SAND - CLAY MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO SILTS FINE GRAINED SOILS AND LIQUID LIMIT CLAYS LESS THAN 50 ILI CL MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY MORE THAN 50% OF MATERIAL IS SMALLER THAN NO. 200 SIEVE MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS SIZE SILTS AND LIQUID LIMIT CLAYS GREATER THAN 50 CH INORGANIC CLAYS OF HIGH PLASTICITY OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS 0 0 „/ �„/ �„/ �„� PT PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS Sampler Graphics Legend Auger Cuttings Grab Sample Modified California Sampler No Recoverey Rock Core Shelby Tube Standard Penetration Test Split Spoon Texas Cone Penetration Undisturbed Vane Shear MECity of Lubbock FAP ADDENDUM 2 Updated BidTable & Updated Plan Sheets RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue DATE ISSUED: January 14, 2022 CLOSE DATE: January 20, 2022 at 2:00 p.m. The following items take precedence over specifications for the above named Request for Proposals (RFP). Where any item called for in the RFP documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. Please review, incorporate, and acknowledge the information in this addendum on the signature page of the Proposal Submittal Form. Updated Bidtable 1. The bidtable has been updated. Please use the most recent version with your submission. A. For Item 1-45, the quantity has been modified from 2 to 0. B. For Item 1-46, the quantity has been modified from 18 to 8. C. For Item 1-47, the quantity has been modified from 28 to 42. D. For Item 5-25: a. Delete: Curb Ramps (TY10), quantity 49 and unit of measure of SY. b. Add: Curb Ramps (TY 7) quantity 4 and unit of measure of EA. Updated Plan Sheets 1. Replace the current plan sheets with the plan sheets attached to this addendum. A. Please note the reference to addendum 2 on the attached sheets. All requests for additional information or clarification must be submitted in writing and directed to: Teofilo Flores, Asst. Director City of Lubbock Purchasing and Contracts Management Office 1314 Ave. K, Floor 9 Lubbock, Texas 79401 Questions may be faxed to (806)775-2164 or Email to TKFloreskmylubbock.us Questions are preferred to be posted on Bonfire. THANK YOU, CITY OF LUBBOCK Teofilo Flores Asst. Director City of Lubbock Purchasing and Contracts Management Office It is the intent and purpose of the City of Lubbock that this request permits competitive proposals. It shall be the offeror's responsibility to advise the Director of Purchasing and Contract Management if an language, anguua e, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this RFP to a single source. Such notification must be submitted in writing and must be received by the Director of Purchasing and Contract Management no later than five (5) business days prior to the close date. A review of such notifications will be made. Q ADDENDUM 2 - UPDATE CURB RAMP ITEM AND QUANTITIES11 s WZ$ W u BASE BID - SUMMARY OF ROADWAY QUANTITIES �auj � O 0 L O= c� a T � o i z o - do` Pi g z F S � S BASE BID - SUMMARY OF DRAINAGE QUANTITIES (n H _ W W LU Q O �/ ~ ryw �LU U -Q Z 0 a0 W LU �� W W 0 -i Waft U) U S �II� i w THIS ITEM WILL NOT BE PAID FOR BASE BID - SUMMARY OF REMOVAL QUANTITIES DIRECTILY BUT SHALL BE CONSIDERED SUBSIDIARY TO MOST APPLICABLE Z Q ITEM.THE QUANTITY SHOWN HERE IS FOR CONTRACTORS' INFORMATION ONLY. 2i Q M N z z 12 SHEET 1 OF 4 LOCATION PREPARING ROW RIPRAP (GONG) (5 IN) PIPE (PVC) (SCH 40) (4 IN) CONC CURB & GUTTER (TY A) CONC CURB & GUTTER (SAWTOOTH) INTERSECTIONS (GONG) DRIVEWAYS (GONG) CONC SIDEWALKS (4") CURB RAMPS (TY 1l CURB RAMPS �i (TY 7) CURB RAMPS (TY 10) CONC MEDIAN MAILBOX INSTALL-5 (RR -POST) TY 4 STA CY LF LF LF SY SY SY EA EA EA SY EA SHEET lOF 5 7 134 560 1118 816 1087 �- 0 4 6 218 1 SHEET 2 OF 5 12 199 280 2237 84 300 102 2483 � 0 � 8 SHEET 3 OF 5 12 141 600 2122 174 904 2403 �- 2 �r 12 SHEET 4 OF 5 12 181 280 1960 199 643 234 2245 �r 2 -8- 12 SHEET 5 OF 5 10 742 318 1044 � 0 331 PROJECT TOTALS 53 655 1720 8179 457 1847 1470 9262 H-B- 2 z''8 42 549 1 LOCATION CEM STABIL BKFL RIPRAP (GONG) (5 IN) RAIL (HANDRAIL) (TY F) GABION MATTRESSES (GALV)(12IN) CONC BOX CULVERT (6 FT X 3 FT) CONC BOX CULVERT (8 FT X 3 FT) CONC BOX CULVERT (6 FT X 2 FT) RC PIPE (CL IV) (24 IN) RC PIPE (CL IV) (15 IN) INLET (COMPL) (PS U (RG> (SFTXSFT) INLET (COMPL) (CO) (20 FT) (FTW) INLET (COMPL) (CCO) (5FT) (BOTH) WINGWALL (PW - 1) (HW=6 FT) WINGWALL (PW - 1) (HW=S FT) SET (TY I) (S = 6 FT) (HW= 6 FT) (6:1) (P) CY CY LF SY LF LF LF LF LF EA EA EA EA EA EA CULVERT LAYOUT N0. 7 33 54 49 2 DRIVEWAY N0. 7 CULVERT LAYOUT N0. 8 31 54 49 2 DRIVEWAY N0. 8 CULVERT LAYOUT N0. 1 31 56 47 2 VICKSBURG AVENUE CULVERT LAYOUT N0. 2 47 55 68 2 UXBRIDGE AVENUE CULVERT LAYOUT N0. 3 23 55 33 2 SOUTH TOPEKA AVENUE CULVERT LAYOUT N0. 4 24 56 33 2 TRAFALGAR AVENUE CULVERT LAYOUT N0. 5 33 72 35 2 SAVANNAH AVENUE CULVERT LAYOUT N0. 6 47 178 93 139 224 336 1 1 1 1 PLAYA LAKE L090D CULVERT LAYOUT N0. 9 79 167 90 1 SLIDE STORM SEWER PROJECT TOTALS 348 580 93 139 314 224 336 167 90 1 1 1 1 1 14 LOCATION REMOVING CONC (PAV) REMOVING CONC (SIDEWALKS) REMOVING CONC (DRIVEWAYS) REMOVING CONC (CURB AND GUTTER) REMOVING CONC (MISC) REMOVING CONC (FLUME) REMOVING STAB BASE AND ASPH PAV (2-8") REMOV STR (SET) REMOV STR (BOX CULVERT) REMOV STR (SMALL FENCE) REMOVE SM RD SN SUP&AM ELIM EXT PAV MRK & MRKS (12") ELIM EXT PAV MRK & MRKS (24") SY SY SY LF SY SY SY EA LF LF EA LF LF SHEET 1 OF 3 415 141 28 321 357 7797 1 56 126 1 348 101 SHEET 2 OF 3 515 728 2131 55 276 11396 8 182 56 3 SHEET 3 OF 3 28 46 6112 88 PROJECT TOTALS 958 869 28 2498 55 633 25305 9 238 182 4 348 189 Q ADDENDUM 2 UPDATE CURB RAMP ITEM, MEASUREMENT UNIT, AND QUANTITY11 s WZ$ � vvv� 0 W L ALTERNATE tt4 - SUMMARY OF ROADWAY QUANTITIES Ld �a� U L O= O cnn a T � o i z o do` Pi g z F o" S RE ALTERNATE tt4 - SUMMARY OF REMOVAL QUANTITIES ALTERNATE tt4 - SUMMARY OF DRAINAGE QUANTITIES S THIS ITEM WILL NOT BE PAID FOR DIRECTILY BUT SHALL BE CONSIDERED ALTERNATE tt4 - SUMMARY OF SIGNING AND PAVEMENT MARKING QUANTITIES ALTERNATE tt4 - SUMMARY OF EROSION CONTROL QUANTITIES SUBSIDIARY TO MOST APPLICABLE ITEM.THE QUANTITY SHOWN HERE IS FOR CONTRACTORS' INFORMATION ONLY. V) H _ W � ^ x W W O Q 0 r a- O LU �Q U z =u' QO a wo U, LU o U)U v Lu H Z Z) V N n L.i pp 3 m M z z 15 SHEET 4 OF 4 PREPARING ROW EXCAVATION (ROADWAY) EMBANKMENT (FINAL) (DENS CONY) (TY A) FL BS (CMP IN PLACE) (TY A GR 1-2) (12"> 4" TYPE B HMAC (BASE) 2" TYPE C HMAC (SURFACE) CONC PVMT (CONY REINF - CRCP) (9") CONC CURB & GUTTER (TY A) CONC SIDEWALKS (4"> CURB RAMPS H-W�$)- (TY 7) STA CY CY SY SY SY SY LF SY �1� EA 5 1840 1690 1690 1695 554 296 � 4 5 1270 26 1840 1690 1690 1695 554 296 � 4 REMOVING REMOVING REMOVING REMOVING REMOVING REMOV STR REMOV STR CONC CONC CONC CONC STAB BASE (INLET) (PIPE) (PAV) (SIDEWALKS) (CURB AND (MISC) AND LOCATION GUTTER] ASPH PAV (2"-8") SY SY LF SY SY EA LF SHEET 1 OF 3 356 99 164 120 1553 2 87 PROJECT TOTALS 356 99 164 120 1553 2 87 IN SM RD SN REFL PAV MRK RE PM W/ RE PM W/ PREFAB PREFAB SUP & AM TY I (W)8" RET REQ RET REQ PAV MRK PAV MRK TYIOBWG (SLD) TY I (W)4" TY I (Y)4" TY B TY B LOCATION (1)SA(P) (100MIL) (BRK) (SLDI (W)(24")(SLD) (W)(ARROW) (100MIL) (100MIL) EA LF LF LF LF EA SHEET 4 OF 4 1 941 108 1257 164 4 PROJECT TOTALS 1 941 108 1257 164 4 CEM RC PIPE RC PIPE INLET INLET STABIL (CL IV) (ARCH) (COMPL) (COMPL) BKFL (30 IN) (CL IV) (CO) (CO) LOCATION (DES 4) (10 FT) (20 FT) (FTW) (FTW) CY LF LF EA EA CULVERT LAYOUT N0. 10 72 16 77 2 2 PROJECT TOTALS 72 16 77 2 2 FURNISHING DRILL TEMP SEDMT TEMP SEDMT AND PLACING SEEDING CONY FENCE CONY FENCE TOPSOIL (4") (PERM) (INSTALL) (REMOVE) LOCATION (RURAL) (SANDY) SY SY LF LF SHEET 10F 3 1749 1749 917 917 PROJECT TOTALS 1749 1749 917 917 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 INDEX NOTICE TO OFFERORS GENERAL INSTRUCTIONS TO OFFERORS TEXAS GOVERNMENT CODE § 2269 PROPOSAL SUBMITTAL FORM — (must be submitted by published due date & time) 4-1. PROPOSAL SUBMITTAL FORM 4-2. SUBMITTAL OF DOCUMENTS 4-3. CONTRACTOR'S STATEMENT OF QUALIFICATIONS POST -CLOSING DOCUMENT REQUIREMENTS — (to be submitted no later than seven business days after the close date when proposals are due) 5-1. FINAL LIST OF SUB -CONTRACTORS PAYMENT BOND PERFORMANCE BOND CERTIFICATE OF INSURANCE CONTRACT GENERAL CONDITIONS OF THE AGREEMENT WAGE DETERMINATIONS SPECIAL CONDITIONS (IF APPLICABLE) SPECIFICATIONS Page Intentionally Left Blank NOTICE TO OFFERORS Page Intentionally Left Blank City of Lubbock TEXAS RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue 1. NOTICE TO OFFERORS 1.1. Offerors may submit proposals electronically by uploading required documents at the City of Lubbock's partner's website, Bonfire. This Request for Proposals is for your convenience in submitting an offer for the specified services. If submitting electronically, do not submit paper documents. If you choose to submit in hard copy, submit one original paper copy of your submittal to the office of the Director of Purchasing and Contract Management: Physical: Marta Alvarez, Director of Purchasing and Contract Management City of Lubbock 13 14 Avenue K, 9th Floor Lubbock, Texas 79401 Mailing: Marta Alvarez, Director of Purchasing and Contract Management City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 MARK ENVELOPE WITH THE SOLICITATION NUMBER, TITLE, AND DUE DATE/TIME 1.2. Proposals will be opened in the office of the Director of Purchasing and Contract Management, Citizens Tower, 1314 Avenue K, Floor 9, Lubbock, Texas, 79401, and via teleconference as shown below at 2:00 PM on January 20, 2022, or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the above referenced. 1.3. After the expiration of the time and date above first written, said sealed proposals will be opened in the office of the Director of Purchasing and Contract Management and publicly read aloud. Bids will be opened via teleconference if date/time stamped on or before the deadline stated at the office listed above. The Zoom meeting information is as follows: Website: https://zoom.us/j/9759171012?pwd=bkFtRTN1cXV 1 SkhWdkZiMDk4MXh2dzO9 Meeting ID: 975 917 1012 Passcode: 1314 1.4. It is the sole responsibility of the offeror to ensure that his proposal is actually in the office of the Director of Purchasing and Contract Management for the City of Lubbock, before the expiration of the date above first written. Any proposal received after the date and hour specified will be rejected and returned unopened to the offeror. 1.5. Mailing of a proposal does not ensure that the proposal will be delivered on time or delivered at all. If offeror does not hand deliver proposal, we suggest that he/she use some sort of delivery service that provides a receipt. The City of Lubbock assumes no responsibility for errant delivery of proposals, including those relegated to a courier agent who fails to deliver in accordance with the time and receiving point specified. 1.6. Although offers may be submitted electronically, hard copy proposals will be accepted in person, by United States Mail, by United Parcel Service, or by private courier service. THE CITY WILL NOT ACCEPT FAX PROPOSALS. 1.7. Proposals may be withdrawn prior to the above scheduled time set for closing. Alteration made before RFP closing must be initialed by offeror guaranteeing authenticity. 1.8. Proposals are due at 2:00 PM on January 20, 2022 and should be addressed to Marta Alvarez, Director of Purchasing and Contract Management, City of Lubbock, Texas, Citizens Tower, 1314 Avenue K, Floor 9, Lubbock, Texas, 79401. The City of Lubbock Council members will consider the proposals on February 22, 2022, at the Citizens Tower, 1314 Avenue K, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all proposals and waive any formalities. The successful offeror will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful offeror will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $50,000. Said statutory bonds shall be issued by a company carrying a current Best Rating of "A" or better. THE BONDS MUST BE IN A FORM ACCEPTABLE TO THE CITY ATTORNEY. NO WORK ON THE CONTRACT SHOULD COMMENCE BEFORE THE BONDS ARE PROVIDED AND APPROVED. 1.9. Please allow time to upload required documentation. 24hrs in advance is recommended. 1.10. Offerors are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the proposal submitted as a guarantee that offeror will enter into a contract and execute all necessary bonds within ten (10) business days after notice of award of the contract to the Offeror. FAILURE OF THE OFFEROR TO INCLUDE PROPOSAL SECURITY WITH THE PROPOSAL SUBMITTAL SHALL CONSTITUTE A NON -RESPONSIVE PROPOSAL AND RESULT IN DISQUALIFICATION OF THE PROPOSAL SUBMITTAL. 1.11. Copies of plans and specifications may be obtained at bidder's expense from the City of Lubbock Purchasing and Contract Management office. Plans and specifications can be viewed online and downloaded from https://ci-lbbock-tx.bonfirehub.com/portal/ at no cost. In the event of a large file size, please be patient when downloading or viewing. BUSINESSES WITHOUT INTERNET ACCESS may use computers available at most public libraries. 12. Offerors may view the plans and specifications without charge at The Reproduction Company, 2102 Avenue Q, Lubbock, Texas 79405 or at htlp://pr.thereproductioncompany.com/. ONE SET OF PLANS AND SPECIFICATIONS MAY BE OBTAINED, AT THE CITY'S EXPENSE, FROM THE REPRODUCTION COMPANY WITH A $100 REFUNDABLE DEPOSIT, Phone: (806) 763-7770. Deposit Checks shall be made PAYABLE TO THE CITY OF LUBBOCK, and will be refunded if documents are returned in good condition within Six 60 days of the opening of Proposals. Additional sets of plans and specifications may be obtained at the offeror's expense. 1.13. It shall be each offeror's sole responsibility to inspect the site of the work and to inform Offeror regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the proposal submitted. 2. PRE -PROPOSAL MEETING 2.1. For the purpose of familiarizing offerors with the requirements, answering questions, and issuing addenda as needed for the clarification of the Request for Proposals (RFP) documents, a non - mandatory pre -proposal conference will be held at 10:00AM, January 6, 2022, via teleconference. The Zoom meeting information is as follows: Website: https://zoom.us/i/9759171012?pwd=bkFtRTN1cXV 1 SkhWdkZiMDk4MXh2dzO9 Meeting ID: 975 917 1012 Passcode: 1314 2.2. All persons attending the meeting will be asked to identify themselves and the prospective offeror they represent. 2.3. It is the offeror's responsibility to attend the pre -proposal meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre -proposal meeting to offerors who do not attend the pre -proposal meeting. Attention of each offeror is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing and Contract Management Office of the City of Lubbock, which document is specifically referred to in this notice to offerors. Each offerors attention is further directed to Texas Government Code, Chapter 2258, Prevailing Wage Rates, and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. 3. The City of Lubbock hereby notifies all offerors that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will be afforded equal opportunities to submit proposals in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. 4. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -proposal meetings and proposal openings are available to all persons regardless of disability. If you require special assistance, please contact the Purchasing and Contract Management Office at (806) 775-2572 write to Post Office Box 2000, Lubbock, Texas 79457 at least 48 hours in advance of the meeting. CITY OF LUBBOCK, Marta Alvarez DIRECTOR OF PURCHASING & CONTRACT MANAGEMENT Page Intentionally Left Blank GENERAL INSTRUCTIONS TO OFFERORS Page Intentionally Left Blank GENERAL INSTRUCTIONS TO OFFERORS 1. OFFEROR INQUIRIES AND CLARIFICATION OF REQUIREMENTS 1.1 It is the intent and purpose of the City of Lubbock that this request permits competitive proposals. It shall be the offerors responsibility to advise the Director of Purchasing and Contract Management if any language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this RFP to a single source. Such notification must be submitted in writing and must be received by the City Purchasing and Contract Management Office no later than five (5) calendar days before the proposal closing date. A review of such notifications will be made. 1.2 NO OFFEROR SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS REQUEST FOR PROPOSALS (RFP) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE PROPOSAL CLOSING DATE AND ADDRESSED TO: Teofilo Flores, Assistant Director City of Lubbock Purchasing and Contract Management Office 1314 Avenue K, Floor 9, Lubbock, Texas, 79401 Fax: 806-775-2164 Email: TKFlores@mylubbock.us Website: https://ci-lbbock-tx.bonfirehub.cop /portal/ 2. TIME AND ORDER FOR COMPLETION 2.1 The construction covered by the contract documents shall be substantially completed within 510 Consecutive Calendar Days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful offeror. 2.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. 2.3 Upon receipt of notice to proceed, and upon commencement of the work, the Contractor shall ensure daily prosecution of the work is conducted every business day until the work is completed, regardless if the work will be substantially or finally complete ahead of specified deadlines in the agreement, unless the City determines time off from said prosecution is necessary or reasonable and Contractor received said determination in writing from the City. Additionally, inclement weather shall be the only other reason consistent, daily prosecution of the work may not take place on those inclement weather days. 3. GUARANTEES 3.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within Two years from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 3.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 3.3 The obligations contained herein apply to products and services provided by the Contractor, its sub- contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, it's right pertaining to termination or default. 3.4 The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated in this Contract by reference. 4. BASIS OF PROPOSALS AND SELECTION CRITERIA 4.1 The City uses the Competitive Sealed Proposals procurement method as authorized by the Texas Legislature and further defined by Texas Government Code Section 2269. The Maximum Point value is equal to 100 points. The weight factor is 60 points for Price, 30 points for Contractor Qualifications, and 10 points for Construction Time. The selection criteria used to evaluate each proposal includes the following: 4.1.1 60 POINTS - PRICE: The quality of Offerors is not judged solely by a low initial cost proposal or, conversely, eliminated solely because of a high initial cost proposal. The following is the formula used when determining price as a factor for construction contract proposals. The lowest proposal price of all the proposals becomes the standard by which all price proposals are evaluated. One at a time, each proposal is evaluated by taking the lowest proposal price and dividing it by the price of the proposal being evaluated. That fraction is then multiplied by the maximum point value of the price factor for the price score. For Example: (Lowest Price/Current Proposal Price) x Maximum Point Value = Price Score. 4.1.2 30 POINTS - CONTRACTOR QUALIFICATIONS: When evaluating a contractor's qualifications, the City uses the "Contractor's Statement of Qualifications" attached within, past experience with the contractor, the "Safety Record Questionnaire", and the Contractor's Experience Modification Ratio (EMR). The City may also interview the job superintendent at a time to be named after receipt of proposals. 4.1.3 Five (5) points of the overall points for this criteria are based on the Experience Modification Ration (EMR) and supporting documentation submitted by the contractor. 4.1.3.1 The lowest EMR of all the proposals becomes the standard by which all the EMRs are evaluated. One at a time, each proposal is evaluated by taking the lowest EMR and dividing it by the EMR of the proposal being evaluated. That fraction is then multiplied by 5 for the EMR score. For example: (Lowest EMR/Current EMR) x 5 = EMR Score portion of this criteria) 4.1.3.2 Contractors with an EMR greater than 1.0, as well as those Contractors not submitting EMRs, will receive zero points for this portion of the selection criteria. 4.1.4 For the remaining portion of this criteria, each evaluator assigns points based upon the responses the contractor provides in the "Contractor's Statement of Qualifications", any past experience with the contractor, and on safety record information submitted. The City may consider any incidence involving worker safety or safety of Lubbock residents, be it related or caused by environmental, mechanical, operational, supervision or any other cause or factor under the contractor's control. Evaluators base their rating primarily upon how well you document previous offenses with the date of the offense, location where the offense occurred, type of offense, final disposition of the offense, and any penalty assessed 4.1.5 The "Contractor's Statement of Qualifications" is a minimum. 4.1.5.1 You may provide additional pertinent information relevant to the project for which you are submitting this proposal in an appendix. 4.1.6 10 POINTS - CONSTRUCTION TIME: This criterion is, as with price, objective and evaluators use the following formula when determining construction time as a factor for construction contract proposals. The lowest construction time proposal of all the proposals becomes the standard by which all the construction time proposals are evaluated. One at a time, each proposal is evaluated by taking the lowest construction time and dividing it by the construction time of the proposal being evaluated. That fraction is then multiplied by the maximum point value of the construction time factor for the construction time score. For example: (Lowest construction time/Current Proposal construction time) x Maximum Point Value = Construction Time Score) 4.1.7 EVALUATION PROCESS: Evaluators independently review and score each proposal. The Committee meets, to discuss the individual scores of each evaluator. If the individual scores are similar, the Chairperson may average the scores then rank offerors accordingly. If the scores are significantly diverse, the Chairperson initiates and moderates discussion to determine the reasons for the differences and ensures that all evaluators are fully knowledgeable of all aspects of the proposals. Scores may then be adjusted by the committee based on committee discussion. 4.1.8 Please note that offerors with higher qualifications scores could be ranked higher than offerors with slightly better price scores. 4.2 The estimated budget for the construction phase of this project is $7,400,000.00. 4.3 Proposals shall be made using the forms provided. GENERAL INSTRUCTIONS TO OFFERORS (Continued) 5. ADDENDA & MODIFICATIONS 5.1 Any changes, additions, or clarifications to the RFP are made by ADDENDA information available over the Internet at https://ci-lubbock-tx.bonfirehub.com/portal/. We strongly suggest that you check for any addenda a minimum of forty-eight hours in advance of the response deadline. BUSINESSES WITHOUT INTERNET ACCESS may use computers available at most public libraries. 5.2 Any offeror in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Director of Purchasing and Contract Management. At the request of the offeror, or in the event the Director of Purchasing and Contract Management deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing and Contract Management. Such addenda issued by the Purchasing and Contract Management Office will be available over the Internet at https://ci-lubbock-tx.bonfirehub.com/portal/ and will become part of the proposal package having the same binding effect as provisions of the original RFP. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation considered, the request must be submitted in writing and must be received by the City of Lubbock Purchasing and Contract Management Office no later than five (5) calendar days before the proposal closing date. 5.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any explanation or interpretation that is not in writing. Only information supplied by the City of Lubbock Purchasing and Contract Management Office in writing or in this RFP should be used in preparing proposal responses. All contacts that an offeror may have had before or after receipt of this RFP with any individuals, employees, or representatives of the City and any information that may have been read in any news media or seen or heard in any communication facility regarding this proposal should be disregarded in preparing responses. 5.4 The City does not assume responsibility for the receipt of any addendum sent to offerors. 6. EXAMINATION OF DOCUMENTS AND REQUIREMENTS 6.1 Each offeror shall carefully examine all RFP documents and thoroughly familiarize itself with all requirements before submitting a proposal to ensure that their proposal meets the intent of these specifications. 6.2 Before submitting a proposal, each offeror shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Request for Proposals. Failure to make such investigations and examinations shall not relieve the offeror from obligation to comply, in every detail, with all provisions and requirements of the Request for Proposals. 6.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Director of Purchasing and Contract Management and a clarification obtained before the proposals are received, and if no such notice is received by the Director of Purchasing and Contract Management prior to the opening of proposals, then it shall be deemed that the offeror fully understands the work to be included and has provided sufficient sums in its proposal to complete the work in accordance with these plans and specifications. If offeror does not notify the Director of Purchasing and Contract Management before offering of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of proposals. 7. PROPOSAL PREPARATION COSTS 1 Issuance of this RFP does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a proposal. 7.2 The issuance of this RFP does not obligate the City of Lubbock to enter into contract for any services or equipment. 7.3 All costs related to the preparation and submission of a proposal shall be paid by the offeror. 8. TRADE SECRETS, CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 8.1 If you consider any portion of your proposal to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 8.2 Proposals will be opened in a manner that avoids disclosure of the contents to competing offerors and keeps the proposals secret during negotiations. All proposals are open for public inspection after the contract is awarded, but trade secrets and confidential information in the proposals are not open for inspection. Tex. Loc. Govt. Code 252.049(a) 8.3 Marking your entire proposal CONFIDENTIAL/PROPRIETARY is not in conformance with the Texas Public Information Act. 8.4 Pursuant to Section 552.234(c) of the Texas Government Code, submit your open records request using the link provided below. https:Hlubbocktx.govga.us/WEBAPP/ rs/(S(guiyirflbtihahjnyceg)ypcs))/SupportHome.aspx 8.5 For more information, please see the City of Lubbock Public Information Act website at: https:Hci.lubbock.tx.us/pies/public-information-act 9. LICENSES. PERMITS. Taxes 9.1 The price or prices for the work shall include full compensation for all taxes, permits, etc. that the offeror is or may be required to pay. 10. UTILIZATION OF LOCAL BUSINESS RESOURCES 10.1 Prospective offerors are strongly encouraged to explore and implement methods for the utilization of local resources, and to outline in their proposal submittal how they would utilize local resources. 11. CONFLICT OF INTEREST 11.1 The offeror shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 11.2 By signing and executing this proposal, the offeror certifies and represents to the City the offeror has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this proposal. 11.3 It is not necessary to fill out the CIQ Form unless you have a business relationship that might cause a conflict of interest with the City of Lubbock 11.4 Effective January 1, 2006, Chapter 176 of the Texas Local Government Code requires that any vendor or person considering doing business with a local government entity disclose in the Questionnaire, Form CIQ, the vendor or person's affiliation or business relationship that might cause a conflict of interest with a local government entity. By law, the questionnaire must be filed with the records administrator of the City of Lubbock not later than the Seventh business day after the date the person becomes aware of the facts that require the statement to be filed. The questionnaire can be found at: hlt2s://www.ethics.state.tx.us/forms/conflict/ For the City of Lubbock, these forms should be filed with the City Secretary's Office, P.O. Box 2000, Lubbock, Texas, 79457 See Section 176.006, Local Government Code: http://www.statutes.legis.state.tx.us/SOTWDocs/LG/htm/LG. 176.htm. A person commits an offense if the person violates Section 176.006, Local Government Code. An offense under this section is a Class C misdemeanor. 12. CONTRACT DOCUMENTS 12.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 12.2 All offerors shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 13. CERTIFICATE OF INTERESTED PARTIES 13.1 Effective January 1, 2016, Section 2252.908, as amended, of Chapter 2252 of the Texas Government Code requires certain business entities to submit an electronic disclosure form to the Texas Ethics Commission before entering into a contract with a local government entity when any of the following apply: 1) Contract requires an action or vote by the City Council (governing body); OR 2) Contract value is $1 Million or greater; OR 3) Contract is for services that would require a person to register as a lobbyist under Chapter 305 of the Government Code. This must be done before executing the contract. The disclosure form may be found at https://www.ethics.state.tx.us/whatsnew/elf_ info_form1295.htm. You must log in and create an account the first time you fill out the form. Tutorial videos on how to log in for the first time and how to fill out the form can be found through the link above. After you electronically submit the disclosure form, a screen will come up confirming the submission and assigning a certificate number. Then, you must print the form, have an authorized agent complete the declaration and sign, and provide it to the City (scanned email copy is acceptable). 14. PLANS FOR USE BY OFFERORS 14.1 It is the intent of the City of Lubbock that all parties with an interest in submitting a proposal on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a proposal without charge. The contract documents may be examined without charge as noted in the Notice to Offerors. 15. PAYMENT 15.1 All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 16. AFFIDAVITS OF BILLS PAID 16.1 The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 17. MATERIALS AND WORKMANSHIP 17.1 The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory project. 18. PLANS FOR THE CONTRACTOR 18.1 The contractor will, upon written request, be furnished up to a maximum of five sets of plans and specifications and related contract documents for use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 19. PROTECTION OF THE WORK 19.1 The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the proposals have been opened and before the contract has been awarded, to require of an offeror the following information: (a) The experience record of the offeror showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the offeror. (c) Equipment schedule. 20. TEXAS STATE SALES TAX 20.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. 20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 21. PROTECTION OF SUBSURFACE LINES AND STRUCTURES 2 1. 1 It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures, both known and unknown, cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, and/or the owning utility at the Contractor's expense. 22. BARRICADES AND SAFETY MEASURES 22.1 The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 23. EXPLOSIVES 23.1 The use of explosives will not be permitted 23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 24. CONTRACTOR'S REPRESENTATIVE 24.1 The successful offeror shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful offeror shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 25. INSURANCE 25.1 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted before contract execution. 26. LABOR AND WORKING HOURS 26.1 Attention of each offeror is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The offeror's attention is further directed to the requirements of Texas Government Code, Chapter 2258, Prevailing Wage Rates, providing for the payment of the wage schedules above mentioned and the offeror's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in the contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on Sundays or holidays unless the following conditions exist: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. 26.2 Before construction work requiring an inspector is to be performed on Sundays or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on Sundays or holidays will be made by the Owner's Representative. 26.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 27. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS 27.1 The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors shall keep a record showing the name and occupation of each worker employed by the Contractor or subcontractor in the construction of the public work and the actual per diem wages paid to each worker. This record shall be open at all reasonable hours to inspection by the officers and agents of the City. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, sixty dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 28. PROVISIONS CONCERNING ESCALATION CLAUSES 28.1 Proposals submitted containing any conditions which provide for changes in the stated proposal price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the offeror without being considered. 29. PREPARATION FOR PROPOSAL 29.1 The bidder shall submit his bid on forms furnished by the City, and all blank spaces in the form shall be correctly filled in, stating the price in numerals for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the unit price and the extended total for a bid item, the unit price will be taken. A bid that has been opened may not be changed for the purpose of correcting an error in the bid price. 29.2If the proposal is submitted by an individual, his name must be signed by him or his duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given and the proposal signed by a member of the firm, association or partnership, or person duly authorized. If the proposal is submitted by a company or corporation, the company or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign proposals must be properly certified and must be in writing and submitted with the proposal. The proposal shall be executed in ink. 29.3 Pursuant to Texas Local Government Code 252.043(2), a competitive sealed proposal that has been opened may not be changed for the purpose of correcting an error in the proposal price. THEREFORE, ANY CORRECTIONS TO THE PROPOSAL PRICE MUST BE MADE ON THE PROPOSAL SUBMITTAL FORM PRIOR TO PROPOSAL OPENING. 29.4 Proposal submittals may be withdrawn and resubmitted at any time before the time set for opening of the proposals, but no proposal may be withdrawn or altered thereafter. 30. BOUND COPY OF CONTRACT DOCUMENTS 30.1 Offeror understands and agrees that the contract to be executed by offeror shall be bound and include the following: (a) Notice to Offerors. (b) General Instructions to Offerors. (c) Offeror's Submittal. (d) Statutory Bonds (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates for Contractor and all Sub -Contractors. (j) All other documents made available to offeror for his inspection in accordance with the Notice to Offerors. 30.2 If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. 31. (QUALIFICATIONS OF OFFERORS 31.1 The offeror may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The offeror may also be required to give a past history and references in order to satisfy the City of Lubbock about the offeror's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the offeror to perform the work, and the offeror shall furnish to the City of Lubbock all information for this purpose that may be requested. The offeror's proposal may be deemed not to meet specifications or the proposal may be rejected if the evidence submitted by, or investigation of, the offeror fails to satisfy the City of Lubbock that the offeror is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the offeror's qualifications shall include but not be limited to: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the offeror to perform the work or provide the service promptly or within the time specified, without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the offeror. (d) The quality of performance of previous contracts or services. (e) The safety record of the Contractor and proposed Sub -Contractors (f) The experience and qualifications of key project personnel (g) Past experience with the Owner 31.2 Complete and submit the PROPOSED List of Sub -Contractors. Seven (7) business days after closing, complete and submit the FINAL List of Sub -contractors. (a) If no sub -contractors will be used please indicate so. 31.3 Before contract award, the recommended contractor for this project may be required to show that he has experience with similar projects that require the Contractor to plan his work efforts and equipment needs with City of Lubbock specifications in mind. Demonstration of experience shall include a complete list of ALL similar municipal and similar non -municipal current and completed projects for the past five (5) years for review. This list shall include the names of supervisors and type of equipment used to perform work on these projects. In addition, the Contractor may be required to provide the name(s) of supervisor(s) that will be used to perform work on this project in compliance with City of Lubbock specifications herein. 32. SELECTION 32.1 Selection shall be based on the responsible offeror whose proposal is determined to be the most advantageous to the City of Lubbock considering the relative importance of evaluation factors included in this RFP. 32.2 NO INDIVIDUAL OF ANY USING DEPARTMENT (CITY OF LUBBOCK WATER UTILITIES OR OTHER) HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS REQUEST FOR PROPOSAL. 32.3 The City shall select the offeror that offers the best value for the City based on the published selection criteria and on its ranking evaluation. The City shall first attempt to negotiate a contract with the selected offeror. The City and its engineer or architect may discuss with the selected offeror options for a scope or time modification and any price change associated with the modification. If the City is unable to negotiate a contract with the selected offeror, the City shall, formally and in writing, end negotiations with that offeror and proceed to the next offeror in the order of the selection ranking until a contract is reached or all proposals are rejected. 32.4In determining best value for the City, the City is not restricted to considering price alone, but may consider any other factor stated in the selection criteria. 32.5 A proposal will be subject to being considered irregular and may be rejected if it shows omissions, alterations of form, conditional alternate proposals, additions or alternates in lieu of the items specified, if the unit prices are obviously unbalanced (either in excess of or below reasonably expected values), or irregularities of any kind. 33. ANTI -LOBBYING PROVISION 33.1 DURING THE PERIOD BETWEEN PROPOSAL SUBMISSION DATE AND THE CONTRACT AWARD, OFFERORS, INCLUDING THEIR AGENTS AND REPRESENTATIVES, SHALL NOT DISCUSS OR PROMOTE THEIR PROPOSAL WITH ANY MEMBER OF THE LUBBOCK CITY COUNCIL OR CITY STAFF EXCEPT UPON THE REQUEST OF THE CITY OF LUBBOCK PURCHASING DEPARTMENT IN THE COURSE OF CITY -SPONSORED INQUIRIES, BRIEFINGS, INTERVIEWS, OR PRESENTATIONS. 33.2 This provision is not meant to preclude bidders from discussing other matters with City Council members or City staff. This policy is intended to create a level playing field for all potential bidders, assure that contract decisions are made in public, and to protect the integrity of the bid process. Violation of this provision may result in rejection of the bidder's bid. 34. PROTEST 34.1 All protests regarding the RFP process must be submitted in writing to the City Director of Purchasing and Contract Management within 5 working days after the protesting party knows of the occurrence of the action which is protested relating to advertising of notices deadlines, proposal opening and all other related procedures under the Local Government Code, as well as any protest relating to alleged improprieties with the RFP process. This limitation does not include protests relating to staff recommendations as to award of contract. Protests relating to staff recommendations may be directed to the City Manager. All staff recommendations will be made available for public review prior to consideration by the City Council as allowed by law. FAILURE TO PROTEST WITHIN THE TIME ALLOTTED SHALL CONSTITUTE A WAIVER OF ANY PROTEST. 35. PREVAILING WAGE RATES 35.1 Offerors are required to comply with Texas Government Code, Chapter 2258, Prevailing Wage Rates, with respect to the payment of prevailing wage rates for the construction of a public work, including a building, highway, road, excavation, and repair work or other project development or improvement, paid for in whole or in part from public funds, without regard to whether the work is done under public supervision or direction. A worker is employed on a public work if the worker is employed by the contractor or any subcontractor in the execution of the contract for the project. 35.2 A worker employed on a public work by or on behalf of the City of Lubbock shall be paid not less than the general prevailing rate of per diem wages for the work of a similar character in the locality in which the work is performed, and not less than the general prevailing rate of per diem wages for legal holiday and overtime work. 35.3 A contractor or subcontractor who violates Texas Government Code Section 2258.023 shall pay to the City of Lubbock $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract. TEXAS GOVERNMENT CODE & 2269 SUBCHAPTER D. SELECTING CONTRACTOR FOR CONSTRUCTION SERVICES THROUGH COMPETITIVE SEALED PROPOSALS Sec. 2269.151. CONTRACTS FOR FACILITIES: COMPETITIVE SEALED PROPOSALS. (a) In this chapter, "competitive sealed proposals" is a procurement method by which a governmental entity requests proposals, ranks the offerors, negotiates as prescribed, and then contracts with a general contractor for the construction, rehabilitation, alteration, or repair of a facility. (b) In selecting a contractor through competitive sealed proposals, a governmental entity shall follow the procedures provided by this subchapter. Sec. 2269.152. USE OF ARCHITECT OR ENGINEER. The governmental entity shall select or designate an architect or engineer to prepare construction documents for the project. The selected or designated engineer or architect has full responsibility for complying with Chapter 1001 or 1051, Occupations Code, as applicable. If the engineer or architect is not a full-time employee of the governmental entity, the governmental entity shall select the engineer or architect on the basis of demonstrated competence and qualifications as provided by Section 2254.004, Government Code. Sec. 2269.153. PREPARATION OF REQUEST. The governmental entity shall prepare a request for competitive sealed proposals that includes construction documents, selection criteria and the weighted value for each criterion, estimated budget, project scope, estimated project completion date, and other information that a contractor may require to respond to the request. The governmental entity shall state in the request for proposals the selection criteria that will be used in selecting the successful offeror. Sec. 2269.154. EVALUATION OF OFFERORS. (a) The governmental entity shall receive, publicly open, and read aloud the names of the offerors and any monetary proposals made by the offerors. (b) Not later than the 45th day after the date on which the proposals are opened, the governmental entity shall evaluate and rank each proposal submitted in relation to the published selection criteria. Sec. 2269.155. SELECTION OF OFFEROR. (a) The governmental entity shall select the offeror that submits the proposal that offers the best value for the governmental entity based on: (1) the selection criteria in the request for proposal and the weighted value for those criteria in the request for proposal; and (2) its ranking evaluation. (b) The governmental entity shall first attempt to negotiate a contract with the selected offeror. The governmental entity and its architect or engineer may discuss with the selected offeror options for a scope or time modification and any price change associated with the modification. (c) If the governmental entity is unable to negotiate a satisfactory contract with the selected offeror, the governmental entity shall, formally and in writing, end negotiations with that offeror and proceed to the next offeror in the order of the selection ranking until a contract is reached or all proposals are rejected. In determining best value for the governmental entity, the governmental entity is not restricted to considering price alone, but may consider any other factor stated in the selection criteria. Page Intentionally Left Blank PROPOSAL SUBMITTAL FORM Page Intentionally Left Blank PROPOSAL SUBMITTAL FORM PRICE PROPOSAL CONTRACT DATE: 1,- p _.-Mal NUMBER: RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue r � Proposal of Li (hereinafter called Offeror) + To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Ladies and Gentlemen: The Offeror, in compliance with your Request for Proposals for the 114th Street Paving Improvements Slide Road to Quaker Avenue having carefully examined the plans, specifications, instructions to offerors, notice to offerors and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated. The price to cover all expenses incurred in performing the work required under the contract documents. Alternate Bid 5 ITEM I DESCRIPTION A135-1 I Right of Way Restoration PROPOSED CONSTRUCTION TIME: QTY I U/M I UNIT COST 1.00 J LS 1 $401,011.59 1. Contractors proposed CONSTRUCTION TIME for completion: EXTENDED COST $401,011.59 TOTAL CONSECUTIVE CALENDAR DAYS: /L-) (to Substantial Completion) TOTAL CONSECUTIVE CALENDAR DAYS:_ 5LIQ (to Final Completion) not to exceed 510 consecutive calendar days to Substantial Completion / 540 consecutive calendar da%,_s to Final Completion). Offeror hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed" of the Owner and to substantially complete the project within 510 Consecutive Calendar Days with final completion within 540 Consecutive Calendar Days as stipulated in the specification and other contract documents. Offeror hereby further agrees to pay to Owner as liquidated damages in the sum of $500 for each consecutive calendar day after substantial completion and liquidated damages in the sum of $500 for each consecutive calendar day after final completion set forth herein above for completion of this project, all as more fully set forth in the General Conditions of the Agreement. 11201'22 12:26 PM City of Lubbock, TX Public Works RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue Lone Star Dirt & Paving, Ltd. of Lubbock, TX # Items QTY +/- U/M Unit Price Extended Cost Base Bid #1-1 PREPARING ROW 53 STA $ 12,000.00 636,000.00 #1-2 REMOVING CONC (PAV) 958 SY 25.00 23,950.00 #1-3 REMOVING CONC (SIDEWALKS) 869 SY 20.00 17,380.00 #14 REMOVING CONC (DRIVEWAYS) 28 SY 20.00 560.00 #1-5 REMOVING CONC (CURB AND GUTTER) 2498 LF 15.00 37,470.00 #1-6 REMOVING CONC (MISC) 55 SY 25.00 1,375.00 #1-7 REMOVING CONC (FLUME) 633 SY 25.00 15,825.00 #1-8 REMOVING STAB BASE AND ASPH PAV (2"- 25305 SY 7.00 177,135.00 #1-9 FURNISHING AND PLACING TOPSOIL (4") 12184 SY 4.50 54,828.00 #1-10 DRILL SEEDING (PERM) (RURAL) (SANDY) 12184 SY 0.75 9,138.00 #1-11 SOIL RETENTION BLANKETS (CL 1) (TY B) 6192 SY 7.00 43,344.00 #1-12 DRILL SHAFT (RDWY ILL POLE) (30 IN) 310 LF 176.00 54,560.00 #1-13 RIPRAP (CONC)(5 IN) 1235 CY 400.00 494,000.00 #1-14 RAIL (HANDRAIL)(TY F) 93 LF 125.00 11,625.00 #1-15 GABION MATTRESSES (GALV)(12 IN) 139 SY 85.00 11,815.00 #1-16 CONC BOX CULV (6 FT X 3 FT) 314 LF 600.00 188,400.00 #1-17 CONC BOX CULV (8 FT X 3 FT) 224 LF 750.00 168,000.00 #1-18 CONC BOX CULV (6 FT X 2 FT) 336 LF 550.00 184,800.00 #1-19 RC PIPE (CL IV)(24 IN) 167 LF 200.00 33,400.00 # 1-20 RC PIPE (CL IV)(15 IN) 90 LF 180.00 16,200.00 #1-21 INLET (COMPL)(PSL)(RG)(5FTX5FT) 1 EA 4,500.00 4,500.00 #1-22 INLET (COMPL)(CO)(20 FT)(FTW) 1 EA 8,000.00 8,000.00 #1-23 INLET (COMPL)(CCO)(5FT)(BOTH) 1 EA 4,500.00 4,500.00 #1-24 WINGWALL (PW - 1) (HW=6 FT) 1 EA 8,000.00 8,000.00 #1-25 WINGWALL (PW - 1) (HW=5 FT) 1 EA 8,000.00 8,000.00 #1-26 SET (TY I)(S= 6 FT)(HW= 6 FT)(6:1) (P) 14 EA 2,500.00 35,000.00 #1-27 ADJUSTING MANHOLES 2 EA 6,000.00 12,000.00 #1-28 PIPE (PVC) (SCH 40) (4 IN) 1720 LF 20.00 34,400.00 #1-29 REMOV STR (SET) 9 EA 1,500.00 13,500.00 #1-30 REMOV STR (BOX CULVERT) 238 LF 100.00 23,800.00 #1-31 REMOV STR (SMALL FENCE) 182 LF 20.00 3,640.00 #1-32 ROCK FILTER DAMS (INSTALL) (TY 1) 760 LF 50.00 38,000.00 #1-33 ROCK FILTER DAMS (REMOVE) 760 LF 20.00 15,200.00 #1-34 CONSTRUCTION EXITS (INSTALL) (TY 1) 112 SY 45.00 5,040.00 #1-35 CONSTRUCTION EXITS (REMOVE) 112 SY 25.00 2,800.00 #1-36 TEMP SEDMT CONT FENCE (INSTALL) 5732 LF 8.00 45,856.00 #1-37 TEMP SEDMT CONT FENCE (REMOVE) 5732 LF 3.00 17,196.00 #1-38 BIODEG EROSN CONT LOGS (INSTL) (8") 80 LF 8.00 640.00 City of Lubbock, TX Public Works RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue Lone Star Dirt & Paving, Ltd. of Lubbock, TX # Items QTY +/- U/M Unit Price Extended Cost #1-39 BIODEG EROSN CONT LOGS (REMOVE) 80 LF 4.00 320.00 #1-40 CONC CURB & GUTTER (TY A) 8179 LF 19.00 155,401.00 #1-41 CONC CURB & GUTTER (SAWTOOTH) 457 LF 40.00 18,280.00 #1-42 INTERSECTIONS (CONC) 1847 SY 75.00 138,525.00 # 1-43 DRIVEWAYS (CONC) 1470 SY 67.00 98,490.00 #1-44 CONC SIDEWALKS (4") 9262 SY 52.00 481,624.00 #1-45 CURB RAMPS (TY 1) 0 EA 1,500.00 - #1-46 CURB RAMPS (TY 2) 8 EA 1,500.00 12,000.00 #1-47 CURB RAMPS (TY 10) 42 EA 1,500.00 63,000.00 #1-48 CONC MEDIAN 549 SY 85.00 46,665.00 #1-49 MAILBOX INSTALL-S (RR -POST) TY 4 1 EA 500.00 500.00 #1-50 CONDT (PVC) (SCH 40) (2") 8915 LF 9.00 80,235.00 #1-51 CONDT (PVC) (SCH 40) (2") (BORE) 1175 LF 19.25 22,618.75 #1-52 GROUND BOX TY A (122311)W/APRON 7 EA 880.00 6,160.00 #1-53 IN SM RD SN SUP&AM TYIOBWG(1)SA(P) 27 EA 300.00 8,100.00 #1-54 REMOVE SM RD SN SUP&AM 4 EA 200.00 800.00 #1-55 REFL PAV MRK TY I (W)4"(LNDP)(100MIL) 464 LF 2.20 1,020.80 #1-56 REFL PAV MRK TY I (W)8"(LNDP)(100MIL) 232 LF 2.20 510.40 #1-57 REFL PAV MRK TY I (W)8"(SLD)(100MIL) 1965 LF 2.20 4,323.00 #1-58 RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) 2326 LF 1.40 3,256.40 # 1-59 RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) 1816 LF 1.40 2,542.40 #1-60 RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) 7256 LF 1.40 10,158.40 #1-61 REFL PAV MRK TY I(Y)(MED NOSE)(100MIL) 4 EA 550.00 2,200.00 #1-62 PREFAB PAV MRK TY B (W)(24")(SLD) 782 LF 49.50 38,709.00 #1-63 PREFAB PAV MRK TY B (W)(ARROW) 14 EA 990.00 13,860.00 # 1-64 ELIM EXT PAV MRK & MRKS (12") 348 LF 3.30 1,148.40 #1-65 ELIM EXT PAV MRK & MRKS (24") 189 LF 6.60 1,247.40 #1-66 TRAFFIC CONTROL 18 MO 20,000.00 360,000.00 #1-67 MOBILIZATION 1 LS 200,000.00 200,000.00 Alternate Bid 1 #2-1 EXCAVATION (ROADWAY AND CHANNEL) 36213 CY 6.00 217,278.00 #2-2 EMBANKMENT (FINAL)(DENS CONT)(TY A) 1677 CY 9.00 15,093.00 #2-3 FL BS (CMP IN PLACE)(TY A GR 1-2)(12") 37448 SY 30.00 1,123,440.00 #24 4" TYPE B HMAC (BASE) 34318 SY 25.50 875,109.00 #2-5 2" TYPE C HMAC (SURFACE) 34318 SY 19.00 652,042.00 #2-6 CONC PVMT (CONT REINF - CRCP) (9") 5024 SY 94.00 472,256.00 #2-7 MOBILIZATION 1 LS 150,000.00 150,000.00 Alternate Bid 2 #3-1 EXCAVATION (ROADWAY AND CHANNEL) 26341 CY 6.00 158,046.00 City of Lubbock, TX Public Works RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue Lone Star Dirt & Paving, Ltd. of Lubbock, TX # Items QTY +/- U/M Unit Price Extended Cost #3-2 EMBANKMENT (FINAL)(DENS CONT)(TY A) 2008 CY 9.00 18,072.00 #3-3 CONC PVMT (CONT REINF - CRCP) (9") 39341 SY 94.00 3,698,054.00 #34 MOBILIZATION 1 LS 190,000.00 190,000.00 Alternate Bid 3 #4-1 IN RD IL (TY SA) 30T-8 (250W EQ) LED 31 EA 3,300.00 102,300.00 #4-2 ELEC CONDR (NO.8) BARE 10280 LF 1.25 12,850.00 #4-3 ELEC CONDR (NO.8) INSULATED 21020 LF 1.30 27,326.00 #44 ELC SRV TY A 240/480 060(NS)SS(E)SP(0) 2 EA 6,875.00 13,750.00 #4-5 MOBILIZATION 1 LS 8,000.00 8,000.00 Alternate Bid 4 #5-1 PREPARING ROW 5 STA 12,000.00 60,000.00 #5-2 REMOVING CONC (PAV) 356 SY 25.00 8,900.00 #5-3 REMOVING CONC (SIDEWALKS) 99 SY 20.00 1,980.00 #54 REMOVING CONC (CURB AND GUTTER) 164 LF 15.00 2,460.00 #5-5 REMOVING CONC (MISC) 120 SY 25.00 3,000.00 #5-6 REMOVING STAB BASE AND ASPH PAV (2"- 1553 SY 13.00 20,189.00 #5-7 EXCAVATION (ROADWAY) 1270 CY 6.00 7,620.00 #5-8 EMBANKMENT (FINAL)(DENS CONT)(TY A) 26 CY 9.00 234.00 #5-9 FURNISHING AND PLACING TOPSOIL (4") 1749 SY 40.00 69,960.00 #5-10 DRILL SEEDING (PERM) (RURAL) (SANDY) 1749 SY 0.75 1,311.75 #5-11 FL BS (CMP IN PLACE)(TY A GR 1-2)(12") 1840 SY 30.00 55,200.00 #5-12 4" TYPE B HMAC (BASE) 1690 SY 24.00 40,560.00 #5-13 2" TYPE C HMAC (SURFACE) 1690 SY 17.00 28,730.00 #5-14 CONC PVMT (CONT REINF - CRCP) (9") 1695 SY 94.00 159,330.00 #5-15 RC PIPE (CL IV)(30 IN) 16 LF 240.00 3,840.00 #5-16 RC PIPE (ARCH)(CL IV)(DES 4) 77 LF 576.00 44,352.00 #5-17 INLET (COMPL)(CO)(10 FT)(FTW) 2 EA 7,060.00 14,120.00 #5-18 INLET (COMPL)(CO)(20 FT)(FTW) 2 EA 12,424.00 24,848.00 #5-19 REMOV STR (INLET) 2 EA 2,500.00 5,000.00 #5-20 REMOV STR (PIPE) 87 LF 100.00 8,700.00 #5-21 TEMP SEDMT CONT FENCE (INSTALL) 917 LF 8.00 7,336.00 #5-22 TEMP SEDMT CONT FENCE (REMOVE) 917 LF 3.00 2,751.00 #5-23 CONC CURB & GUTTER (TY A) 554 LF 19.00 10,526.00 #5-24 CONC SIDEWALKS (4") 296 SY 52.00 15,392.00 #5-25 CURB RAMPS (TY 7) 4 EA 1,500.00 6,000.00 #5-26 IN SM RD SN SUP&AM TYIOBWG(1)SA(P) 1 EA 500.00 500.00 #5-27 REFL PAV MRK TY I (W)8"(SLD)(100MIL) 941 LF 2.20 2,070.20 #5-28 RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) 108 LF 1.40 151.20 #5-29 RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) 1257 LF 1.40 1,759.80 City of Lubbock, TX Public Works RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue Lone Star Dirt & Paving, Ltd. of Lubbock, TX QTY Unit Extended # Items +/- U/M Price Cost #5-30 PREFAB PAV MRK TY B (W)(24")(SLD) 164 LF 49.50 8,118.00 #5-31 PREFAB PAV MRK TY B (W)(ARROW) 4 EA 990.00 3,960.00 #5-32 MOBILIZATION 1 LS 25,000.00 25,000.00 Alternate Bid 5 A135-1 Right of Way Restoration 1 LS 401,011.59 401,011.59 Total: $ 13,010,098.49 Total (Items 1-1 through 1-67, 3-1 through 3-4, 4-1 through 4-5, and AB5-1): $ 8,860,981.54 Offeror understands and agrees that this proposal submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Offerors. Offeror understands that the Owner reserves the right to reject any or all proposals and to waive any formality in the proposing. The Offeror agrees that this proposal shall be good for a period of six 60 calendar days after the scheduled closing time for receiving proposals. The undersigned Offeror hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this proposal, and he further agrees to commence work on the date specified in the written notice to proceed, and to substantially complete the work on which he has proposed; as provided in the contract documents. Offerors are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the proposal submitted as a guarantee that offeror will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) days after notice of award of the contract to him. Enclosed with this proposal is a Cashier's Check or Certified Check Enclosed with this proposal is a Cashier's Check or Certified Check for Dollars ($ or a Proposal Bond in the sum of Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) business days after the date of receipt of written notification of acceptance of said proposal; otherwise, said check or bond shall be returned to the undersigned upon demand. Offeror understands and agrees that the contract to be executed by Offeror shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Offerors. Pursuant to Texas Local Government Code 252.043(g), a competitive sealed proposal that has been opened may not be changed for the purpose of correcting an error in the proposal price. THEREFORE, ANY CORRECTIONS TO THE PROPOSAL PRICE MUST BE MADE ON THE PROPOSAL SUBMITTAL FORM PRIOR TO PROPOSAL OPENING. (Seal if Offeror is a Corporation) ATTEST: Secretary Offeror acknowledges receipt of the following addenda: Addenda No. / Date_/=/L Addenda No. _ Date f — Ig -.t2. Addenda No. Date Addenda No. Date M/WBE Firm: I I woman American Date: /''oZ 'Autlf ri.z *, re JI2 UG e C (Printed or Typed Name) One. 1 V Compan V Address / City, County State Zip Code Telephone: _ - 7e--(!5�S ea / Fax: f0L - _ 7 �� 4�,��,/ Email: FEDERAL TAX ID or SOCIAL SECURITY No. S v D O / 3 D C/ Black American Asian Pacific American Native American Other (Snecity) 11201'22 12:26 PM INSURANCE REQUIREMENTS I, the undersigned Bidder certify that the insurance requirements contained in this bid document have been reviewed by me and my Insurance Agent/Broker. If I am awarded this contract by the City of Lubbock, I will be able to, within ten (10) business days after being notified of such award by the City of Lubbock, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid. If the time requirement specified above is not met, the City has the right to reject this proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Director of Purchasing & Contract Management for the City of Lubbock at (806) 775-2572. SUSPENSION AND DEBARMENT CERTIFICATION Federal Law (A-102 Common Rule and OMB Circular A-110) prohibits non -Federal entities from contracting with or making sub -awards under covered transactions to parties that are suspended or debarred or whose principals are suspended or debarred. Covered transactions include procurement contracts for goods or services equal to or in excess of $25,000 and all non -procurement transactions (e.g., sub -awards to sub -recipients). Contractors receiving individual awards of $25,000 or more and all sub -recipients must certify that their organization and its principals are not suspended or debarred by a Federal agency. Before an award of $25,000 or more can be made to your firm, you must certify that your organization and its principals are not suspended or debarred by a Federal agency. I, the undersigned agent for the firm named below, certify that neither this firm nor its principals are suspended or debarred by a Federal agency. TEXAS GOVERNMENT CODE SECTION 2252.152 The undersigned representative of the undersigned company or business, being an adult over the age of eighteen (18) years of age, pursuant to Texas Government Code, Chapter 2252, Section 2252.152, certify that the company named above is not listed on the website of the Comptroller of the State of Texas concerning the listing of companies that are identified under Section 806.051, Section 807.051 or Section 2253.153. I further certify that should the above -named company enter into a contract that is on said listing of companies on the website of the Comptroller of the State of Texas, which do business with Iran, Sudan or any Foreign Terrorist Organization, I will immediately notify the City of Lubbock Purchasing and Contract Department. TEXAS GOVERNMENT CODE SECTION 2271.002 Company hereby certifies the following: 1. Company does not boycott Israel; and 2. Company will not boycott Israel during the term of the contract. The following definitions apply to this state statute: (1) "Boycott Israel" means refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli -controlled territory, but does not include an action made for ordinary business purposes; and (2) "Company" means an organization, association, corporation, partnership, joint venture, limited partnership, limited liability partnership, or limited liability company, including a wholly owned subsidiary, majority -owned subsidiary, parent company, or affiliate of those entities or business associations that exists to make a profit. This Certification is required from a Company if the Company has 10 or more full-time employees and the contract for goods or services (which includes contracts formed through purchase orders) has a value of $100,000 or more that is to be paid wholly or partly from public funds of the governmental entity. 11201'22 12:26 PM TEXAS GOVERNMENT CODE 2274 By entering into this Agreement, Contractor verifies that: (1) it does not, and will not for the duration of the contract, have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association or (2) the verification required by Section 2274.002 of the Texas Government Code does not apply to the contract. If Contractor is a company with 10 or more full-time employees and if this Agreement has a value of at least $100,000 or more, Contractor verifies that, pursuant to Texas Government Code Chapter 2274, it does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and will not discriminate during the term of the contract against a firearm entity or firearm trade association. Contractor represents and warrants that: (1) it does not, and will not for the duration of the contract, boycott energy companies or (2) the verification required by Section 2274.002 of the Texas Government Code does not apply to the contract. If Contractor is a company with 10 or more full-time employees and if this Agreement has a value of at least $100,000 or more, Contractor verifies that, pursuant to Texas Government Code Chapter 2274, it does not boycott energy companies; and will not boycott energy companies during the term of the Agreement. This verification is not required for an agreement where a governmental entity determines that these requirements are inconsistent with the governmental entity's constitutional or statutory duties related to the issuance, incurrence, or management of debt obligations or the deposit, custody, management, borrowing, or investment of funds. Agreement Examvle Review This sample Agreement has been reviewed and ( is acceptable ( ) is acceptable as noted 112*1122 M26 PM Contractor Acknowled cement In compliance with this solicitation, the undersigned, having examined the solicitation documents, instructions to offerors, documents associated with the request for proposals, and being familiar with the conditions to be met has reviewed the above information regarding: • Insurance Requirements • Suspension and Debarment Certification • Texas Government Code Section 2252.152 • Texas Government Code Section 2271.002 • Texas Government Code 2274 An individual authorized to bind the company must sign the following section. Failure to execute this portion may result in proposal rejection. By signing below, the terms stated have been reviewed and approved. Company Name: /-O n e 5 A1 �• v Signed By: Print Name and Title: Date: 11201'22 12:26 PM Endurance Endurance Assurance Corporation . :. Know all men by these presents: That we, the undersigned LONE STAR DIRT & PAVING, LTD 11820 UNIVERSITY AVENUE, LUBBOCK, TX 79423 as Principal (hereinafter the "Principal"), and Endurance Assurance Corporation 1221 Avenue of the Americas, 18th FI, New York, NY 10020 , a Delaware corporation (hereinafter the "Surety"), are held and firmly bound unto City of Lubbock 1314 Ave K Floor 9, Lubbock TX 79401 , (hereinafter the "Obligee") in the penal sum of 5% OF AMOUNT BID $ - _, for the payment of which sum the Principal and Surety bind themselves, their heirs, executors administrators, successors and assigns, jointly and severally, as provided herein. Whereas, the Principal has submitted a bid for 114th STREET PAWING IMPROVEMENTS - SLIDE ROAD TO QUAKER AVE - RFP 22-16114-TF Now, therefore, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and materials furnished in prosecution thereof, or in the event of the failure of the Principal to enter into such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference, not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may reasonably contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. The liability of the Surety hereunder shall in no event exceed the lesser of: (a) the penalty hereof, or (b) the difference between the amount specified in the Principal's bid and any larger amount for which the Obligee reasonably contracts with another party to perform the work specified in the Principal's bid. Signed and sealed this 20 day of JANUARY 2022 Principal: LONE STAR DI PAVING, LTD By: Name & Titl . (SEAL) Surety: E du nce Assurance Corporation By: Nam' KIRK KILLOUGH, ATTORNEY IN FACT : (Attorney -in -Fact) i V Endurance Assurance Corporation Page 1 of 1 SUR 0205 0716 112*1122 M25 PM cw SOMINTERNATIONAL POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation, Endurance American Insurance Company, a Deella3waarre corporation, Lexon Insurance Company, a Texas corporation, and/or Bond Safeguard Insurance Company, a South Dakota corporation, each, a "Company" and collectively, "Sompo International," do hereby constitute and appoint: Kirk Killough, Alicia Grumbles, Tracy L. Miller, Mitchell Jennings, James R. Reid, Carey Brent Aycock, Dawn Taylor, Aaron Endres, Mary Ellen Moore, Tricia Balolong as true and lawful Attomey(s)-In-Fact to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of ONE HUNDRED MILLION Dollars ($100,000,000.00). Such bonds and undertakings for said purposes, when duly executed by said attorneys) -in -fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary. This appointment is made under and by authority of certain resolutions adopted by the sole shareholder of each Company by unanimous written consent effective the 151h day of June, 2019, a copy of which appears below under the heading entitled "Certificate". This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the sole shareholder of each Company by unanimous written consent effective the 151h day of June, 2019 and said resolution has not since been revoked, amended or repealed: RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. June, 2019. IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 151h day of Endurance Assurance Corporation. f 4 By. Richard Aooel: RVA R_Son „� r•.,�.��s� ey'.-0R- C 20 L j•, DELAWARE �J Endurance American Y T In;3ur q cej,�o mPaf�l By: Richard Appe,4,SUP.B,,ysenioir Counsel Igs''•.a �I SE.A.L s m 1996 : 4 7 •, DELAwARE, a ` Lexon Insurance Company By: fs Richard "'•��"jd ACKNOWLEDGEMENT Bond Safeguard Insurance Coo pai Ric!Ward APael:_'&vP-.&SPnir .r, w If"t��"�' SOU,'�A1 DAKOTA • O p; !NSVRANrE 't COMPANY 3 On this 15th day of June, 2019, before me, personally came the above signatories known to me, who being duly swom, did depose and say that he/Oftr, v icer of each of the Companies; and that he executed said instrument on behalf of each Company by authority of his offic - qthws of each Company;` *"�'0•4 % By:Amy Tablic My CommissiS�pir s 5/9f23;' CERTIFICATE I, the undersigned Officer of each Company, DO HEREBY CERTIFY that: 1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revoked, amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof; 2. The following are resolutions which were adopted by the sole shareholder of each Company by unanimous written consent effective June 15, 2019 and said resolutions have not since been revoked, amended or modified: "RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co -surety with others: RICHARD M. APPEL, BRIAN J. BEGGS, CHRISTOPHER DONELAN, SHARON L. SIMS, CHRISTOPHER L. SPARRO, MARIANNE L. WILBERT ; and be it further RESOLVED, that each of the individuals named above is authorized to appoint attomeys-in-fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co -surety for and on behalf of the Company." 3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 20TH day of JANUARY 2022 By: ' Dame S. rie, a retary NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL OFAC No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully. The Office of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of "national emergency". OFAC has identified and listed numerous foreign agents, front organizations, terrorists, terrorist organizations, and narcotics traffickers as "Specially Designated Nationals and Blocked Persons". This list can be located on the United States Treasury's website — nttos://www.treasury gov/resource center/sanctions/SDN-Lis}. In accordance with OFAC regulations, if it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person, as identified by OFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply. Any reproductions are void. Surety Claims Submission: LexonClaimAdministration a som o-iMl.com Telephone: 615-553-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870 Policyholder Notice TEXAS - IMPORTANT NOTICE To obtain information or make a complaint: You may call the company's telephone number for information or to make a complaint at: 1-877-676-7575 You may write the Company at: Endurance Assurance Corporation Attention: Surety 1221 Avenue of the Americas, 18th Floor New York, NY 10020 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance PO Box 149104 Austin, TX 78714-9104 FAX# (512) 490-1007 Web: htt www.tdi. texas. ov E-mail: ConsumerProtection tdi. texas. ov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono de la compania para informacion o para someter una queja al: 1-877-676-7575 Usted tambien puede escribir a: Endurance Assurance Corporation Attention: Surety 1221 Avenue of the Americas, 18th Floor New York, NY 10020 Puede communicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas PO Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: htt www.tdi. texas. oy E-mail: ConsumerProtection@tdi, texas gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 1/29/122 12.25 PM Page Intentionally Left Blank Contractors Statement of Qualifications Individual contractors and joint ventures submitting a bid must complete the following evaluation information for the Project. Joint ventures shall be composed of not more than two firms and each firm must complete separate evaluations. Evaluation information must be submitted at time of bid submittal. Failure to submit the following Bidder Evaluation information may result in the OWNER considering the bid non -responsive and result in rejection of the bid by the OWNER. Bidders are to provide any additional information requested by the OWNER. In evaluating a firm's qualifications, the following major factors will be considered: A. FINANCIAL CAPABILITY: For this project, the CONTRACTOR'S financial capability to undertake the project will be determined by the CONTRACTOR'S ability to secure bonding satisfactory to the OWNER. B. EXPERIENCE: Do the organization and key personnel have appropriate technical experience on similar projects? C. SAFETY: Does the organization stress and support safety as an important function of the work process? D. QUALITY OF WORK: (1) Does the organization have a commitment to quality in every facet of their work - the process as well as the product? (2) Does the organization have a written quality philosophy and/or principles that exemplifies their work? If so, submit as Attachment "A". (3) Has this organization ever received an award or been recognized for doing "quality" work on a project? If so, give details under Attachment "A". E. CONFORMANCE TO CONTRACT DOCUMENTS: (1) Does the organization have a commitment and philosophy to construct projects as designed and as defined in the Contract Documents? The OWNER reserves the right to waive irregularities in determining the firm's qualifications and reserves the right to require the submission of additional information. The qualifications of a firm shall not deprive the OWNER of the right to accept a bid, which in its judgement is the lowest and best bid, to reject any and all bids, to waive irregularities in the bids, or to reject nonconforming, non- responsive, or conditional bids. In addition, the OWNER reserves the right to reject any bid where circumstances and developments have in the opinion of the OWNER changed the qualifications or responsibility of the firm. Material misstatements on the qualifications forms may be grounds for rejection of the firm's bid on this project. Any such misstatement, if discovered after award of the contract to such firm, may be grounds for immediate termination of the contract. Additionally, the firm will be liable to the OWNER for any additional costs or damages to the OWNER resulting from such misstatements, including costs and attorney's fees for collecting such costs and damages. Complete the following information for your organization: 41211'21 8_54 A hi i �i 41211'21 8_54 A M 8odoo�s Aii� Aim - — l ���I��u�11n�r I Aftu nii M.N 7mR�r 7 4 �+�re�aiaibik L" dW�rWja- Y� m l�blipgwpu(dAMNMR Aa a Oa�a1 C Aa axhiii �1a>lwaw w��dbW awl dQ isaipder smt. see lea - _ No ar■ � ar ` �P�d�de�laa�at�er�t:N�l+lad� —` nr a aPINa p�poar arpgi� I i'' aa�arffdaai!��� part N i aY�1�+M�rddrlrrflaaaylwraiial� �rii■�ti�a — . 1hf. 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Sanders—P Y resident Jatnm Martell ----,Asphalt Forma Steve Turner ---Vice President Arbrey Stockman —General Superintendent Jesse Palacous---Concrete Fortran Carlos Yannis--- Dirt Forman , Pt"sk a bQ �rpelned et h ._ Arbrey Stockman Is the general manager on this project. 1lravide ibrr ae-8w�e Ibr e b otrsen &r mail of dose by; Aim Butt pheq ad atteote eeaMft as a etlecma ra WMPVWW i� ss *Aftft WA UMM"m kcbIjW sqwdWO, mamp1w area mod 04ME4 wd p=W hm"W ABdpdarl —giW Oboe the Id" N d mWaeido hr aai aodWros b r$oald,mm" "Duda itieieeb" � rd� meioer edam 16e jslt i ��atllie�r �Y ebm&(ft Ab wxo Qmffi *- e --_— y Sia�kn�ari ltgjeatealb4►oleAeer — rbray SiQC6 a Stfte-Turner Q oon6�l r rbMrey —S � ley Steve L jrhl Pmmmd am to dam aeane elan a Ottbe adr H" dbom piD9 a ■� aaoreI 1 time wW be demoted is +ds 4 dim 10 me"se PW=kp att & dme 6W wits be dewaW ea each n1k Irdw iedtvWW ie aat b be d mftd ed* lb >hde PNWOK bbm* bwr bode it to bed[dded �h�,s�, title peat a� Wit a1� swibm� 41211'21 8_54 A hi Prapoud Pnjaet M=qP rs fiMEbf% Bud= As A Lone Star Dirt & Paving l�meafiiyidr�al _ n:y an YsamBapadmoeaaPlgjeoter tfyearns Years Yew ofBspeeieoca t ocean T NumbarofdMfiffpPji ft=Prgedbtwer — nr MAre — - -- NWAbwat pejects inotiaspodlww— Giarant Ptrpoct Ar�enta — — - Name of Aodpmmt ON of i Used & 8giarated p ihia h6*od _ ldion Date nler Business Park _ ds Time 'mnshi ISD 9th Grade Center for each piojerA �aa Cadact dim [listia mtnea indicate ■„r zor�ii b ooabOtinngFJF7 as siefaenoej y Kame T ,j��jjerbCm iT son �` Nrme ritia/Fositian _ TgwP �—m U C oun - �- .7�.5-� � wn --_ __r`Super9nbendantan� Name ofhM"dod Yearn ofExpw moc asPi*CdNMr Yam ofEwedmoo with tbi■ aVwi"w — - Numra of amilarprojega Upwiader - Nombw ofAmilar pe*m in other po ditm QUM Pftftd AUWMMM_�-- Name ofA - mk/Paeadoo - n JL_L Candidde role an Pmiect Doom of Time Used hr F mtcd �p woproiarrt Q,;- IdianiDate -- bw SUIR - � Proied role 41211'21 8_54 A M Rvpftw> t �s Eton As Lone Star Dirt & Paving-`� zn&vidw an 0 Years o6 *NmdwHE� Years�je� ofsiasilupaojecb is a16er posN= _ -- ��� - - 10azLmorp eAof 7Z.Z- Time Used fbr Bus_ Iness Park _ a`x Spen sFreime ns hip 1 p 9th Grade Center �an - Name n+m m igwidoat: r a moe} 'i&Wpodtion r -- " - - Iemne .i�.Um u oun - � °e [1� 77�1� _a�am _ ` Superintendant �Qa "w General Super =Pmjw Yams ofEpesinoe as pwjoel - - Yews OfEqmdmo Wi& Nmnberafs�7arprojeataaap�� -- - --- Nmabw afaim pgsW in othw paeM= - ii+aotect - -� NameofA$dpnM 14eoaat efTS w Used fbr project this PtiD'ootCompkdmDjft 99drlPbsitron - ,•"••" Tftie✓Pbl�oa _ � Tclapbow Carndidate role an Prniea -�--�-� - � �dabe role -OIIFio�iact �, 1 41211'21 8_54 A M Peaposed Pmjeet� eDadndft As T L ne Star Dirt 8 Povina_ Numsofluffivi&W Colin Coe YestRaf>lkpedemceaspr�aotMarq�pr _ 20 Years Years of stmtmce �vlm s� oadtio� Y N�beQofsisssapa�eobaBpdQjeath rs 20 - Number feborpmo*inotberpoeiHo=- � 15 — 45meat Piojeet Assi�aa - Naae ofAnsko eent Passel of TYme Und r Fsdmabod� piQject la n Be ou us new Spends time of Lubbock Business Paris on each ro ed PAhroom Caemat amaeaa ink�110n names Natm asarntis�e T'hidPbaidan - 7�I1dPiadtiaa ---� '- - -- wP Parkhill IPi+oieot - — ��w�Y �aaaon Owners Rep — - Civil Engineer Name of7a,�vidnsl Yams of�tpmriaooa as pmject -` - Yeas op'�deooe with dlis off. Y — - Nmaba of dmilarpeq�ee(a as Frajoct Maa�gpr ofdmi7arpapjaelaiaotlrsposhiomi �� _ - G1maat Pta;jeat Aeaisnmenti - - - - — Name of Aasiga wm ftow of Time Used Aw >Betlmaled lmjeat its P�o'eat LbmpladcmDab E-mail — can"ote rcle ee l Pnoiaat iiadrotima -- -- B aoeul IOR C ie eTole - - cm Pfnieat 1I 41211'21 8:54 AM r+gowd P uimd WagOde AftM in A r ...... ,s it 0 ITZI r 1711 1 ..�,- sir"• 4Q_nrA nQM_y-ear& 23 dears Qvw 7QQ at�mcdl MKIC edge u11e Cbedi&b IBC eai0d I� i 41211'21 8:54 AI Mom Qmftcpmkd ok"Aw r �p10�J1� r 41211'21 8:54 AM �-Ielesley D. Senders 11820 University Avenue Lubbock, Texas 79423 PROFILE • Managed million dollar projects 4 Involved in all phases concrete and asphalt work • Utilized creative thinking, and superior problem solving skills t4 overcome challenges. Highly motivated to improve efficiency and profitability of proAU through Corttmunication and analysis of Methods. 0 Strong leadership skills ensure all contributors remain focused on Critical Success Factors to achieve all objectives • Managed multiple simultaneous projects • Good computer skills EXPERIENCE: Over 30 years in the corWructlon industry: 20 years experience as a partner/owner. Presently a Partner in Lone Star Dirt & Paving Company, in addition to Seven Sanders a rolkd company, as well as sole owner of a over the road trucking company Sanders Transportation. CORE COMPETENCIES: #Scheduling - Engineering - Material Management - Budgeting - Contract Negotiations - i Hands on Supervisor - Staff Training/Motivating, RECENT PROJECTS: City of Idalou - road excavation, curb & gutter work, hot mix, and erosion control City of Lubbock - remove existing asphalt surface, and replace with concrete City of Lubbock - Seal coat streets throughout the city Lake Alan Henry G1 - asphalt paving repair, milting, asphalt paving replacement, caliche road replacement and concrete work. Lubbock ISD parking kris - demolish and rebuild three (3) parking lots Cooper Technology Building - new bLdiding, curb & gutter work, sidewalks, asphalt & concrete paving. Cooper ISD softball complex - demolish existing complex and rebuilt complex. I 3e Street Project - Indiana Avenue to Avenue 0 Reconstruction, 41211'21 8:54 A M S1 EPREN D. TURNER 3202 WOODROW ROAD LUBBOM TO AS 79423 (806) 548-3721 PROFILE I have been in the construction business for over 4o years and have worked with local individual contractors as well as with the City, County and State. Successfully completing multi -million dollar projects on time, fashion while building a positive rapport with architects, engineers, local officials, vendors and clients while maintaining costs. Versed in contract negotiations, project estimating, document preparation, codes and regulations, material purchasing, site management. Areas of Expertise fie in: • Team Building & Leadership * Ouality Control Management Permitting and Building Code * Safety & Compliance Management • Construction Planning and Scheduling * Organization & Time Management Critical Path Project Management * Vendor & Materials Management • Budget Analysis * Estimating & Job Costing EMPLOYEMENT HISTORY Lone Star Dirt & Paving 1995 - Present Plan, organize, and manage the overall projects. Responsibilities include blueprint review and analysis of projects, preparation of construction documents, bidding, negotiations, material purchasing, scheduling, project budget, building code compliance, project development quality control. Caprock Highway Construction 1983 —1993 W.D. Turner Construction 1976.1g83 KEY PROJECTS AND SELECTED ACCOMPLISHMENTS • Tx Dot Highway reconstruction • New Airport construction and renovation of existing runways and taxiways at Reese Air Force Base and Dallas Naval Air Station • City of Muleshoe • Heavy Highway concrete paving in Greenville, Tx • Seal coat of numerous Texas major highways in Districts all over Texas • 34th Street Project— Indiana Ave to Ave Q reconstruction 1 41211'21 8_54 A hi �tlt►±,�t ::tl D(CW8rRuG"rm®NCBlm Seaecaaasd Atgi�lt S'�gie0alant vdJw T}as va+o�d in•Aeplb � aan anpeatd a�BiRhvray Oaa»ltnaodoa fitr admaat iamPackme No as fisaw and edvembg to equ%mvmt cam, bbde opeasaey sq malt bbl mag And llm moiad to laapba8 wimbloodmL Boa saw of pmod vak pLDOr1', MMXFT, 8edmat lw4oc% pk2M say *as nd dW pa*ala of ell eiam atf ► to ,1-lw_ ,i,- 2 , momp and movie aamplavm to alaaate a =506 od vea uffis as W v a a =pbd am of ell lob h ffm ampiogeesbtt wmbdmdor Wpr avirionftdwpaet M25yma. GRANtl'>sCDZQS' CompANY,L96bocsic TX YA2-268 ::;:1 Wea'tif semi, L"bod,r T$ Tessa Dmt Of 2word_e&t1 2003--2010 The Rant ! Went shmp) 9MWM ie a five lhRi e, i9 wile B4bwptvjaat is ` TS dalip to mdm empolfito oltd► and peaeido 1lalded oay to anal fiatece hes>,potta8aaa taede. The paai atiganoeaat touohar rewsal posbob:m aaf iba adW, inobdtarg Tam Teeb Udvuft. Joeee Stadiac4 tbo ocnW i A m l dbtdak eaamdool a mlem end aelne d bo4* is god MMUD l der. Okuaitn bm gateomW Wodt es the 1twavi caeteuW fin• all 4 pbarre of to pedact swaaaa I by TxDCT on hr t vmn 1 hwk% d who&& maitigh lam is veins- tub moiad'uaiiuft koddag, m dt p fiasi job 1aldea. , S.>d & O:t3F., AUpdore t>fis af BmddoM JotsBaal Coab ad wading end rod !'brae i .. mw pa*WW is d ph= caddded otdo wtaerahag, Am Sm to dx ]rasa, of apleaod u* 5.1 milao of Wat Loop 289 and tlhlde Rd. 1v 30 tb, AIM iaallalad In 9M contact tarns mime g , axamb mdm ofmdmtiaes Loop 299 bade ovw US Q I R and bdk%g ad9m 50 St oveown ldamgd and iLAt&d penieg 321t0 tons of 7*0 8 adz and pea W ail 'vadsoudom mdft fm beans FdIL Goommated a 9Mb omntfag of37 nntrd'3 I* VAsoICEWMI im 2 — This oogft pod m of flax 1 it 4.9 mile paedaa of US 82 iMb a POW aaxas fieewaap, kdoft on eta of nosh Mabaltnos. This gbsas• I I Wad VWWamass atbatat 4hi 30 OuU 19dr St Qm w Ave, 4tb St and Avemle Q I db" and 1alpmrdeed the laying of 3860 to0e of Type 8 gait wbbb boobs a scupo raox d of amuml of mix laid laid M toys of Type B mla os sevead &p is blab► Waft areas. K3arsrated s 929f, bom Oft of 3E out of 42 paving lots wi8m Tao removal. Pbm 3A — Caeei W of 9.18 m gm admalti leas Y, ° loads sad tuna mbar flyover baddper. Throe amtbbrmsd flyo m' firma. Loop 289 to US 82 EB#m y spans 39M 8 raid tataia b a m 74 8 high, . wi tog it the l qpd and b&d madras in do l> olm of TmDM'a iarbbock District. Tire saoomd A'me4 an omfflx uad, omm* r $balm US 82 BomV to Loop 289 eon ZM A end omb 41 L tall. GmmmW 100% bane pr4l► fbr al udwe pound wig Dsw Rmff ffOW for OGPC and.WA VA as nmaval. nM 3M — Cag1> WgW 1.5 MM atrdt & Boar CMeego to Salem Avg. end isobadea hdmdsmW M M Stead Side Rd. vdib avm p m aoartt' xd ma rt the 06 hbamcdom. [ aumled 99% bum mntmg Wfi 20 am of xl pmvlmg I * and naarmmWiL 41211'21 8_54 A M I' i Ommon OWam"Diers AM . — - - r o. of ad arcammm crier or trove imm 0=OW .d wma an bw AftdwadA reewime +rs 11Y16 �ilbl er mbdim Willu Lrrt wl io iOwmiriir ' sa3 ion °d 6c r � �'�b:�A4�rprrrrWiwl ie'4ar. bd.b do fAmdqpmw: i N� and a ffUai or d 4 ��1d L6. Q 8 tio�ryry�eee 9. Meea�ne' iitMAg �;� ` a>rwr+i'r r tbrarsasii AM&AditMdhimrYonl�000euu► _ arc Lww See affachad. 41211'21 8:54 A M I rie mftrof somobadm md v ww" v�earNae MoafobopmMiY A' PMM I EUMN dCmww Pim dui 8 wr�ritIbiofd ilo�iiud � Md vu hams an r 4/21►121 9:54 AM Lone Star Did & Paving, Ltd Unit # Supervisor Year Make Model Serial Number I -Comments P29 Dodrick 2007 Chev Silverado 109690 4DR Flat Bed P33 Jesse's Crew 2005 Chev 4500 509416 4500 Crew Cab Flat Bed P35 Pete's Crew 2006 Chev 4500 420184 4500 Crew Cab Flat Bed P37 2011 Ford E350 A59295 Passenger Van P38 Keith 2010 Chev 1500 257991 4DR 4 Wheel Drive P39 Mario 2010 Chev Silverado 248749 4DR 4 Wheel Drive P40 Broken 2007 Ford F550 28113 Mechanics Truck P41 Rickey 2013 GIVIC 1500 34311 4DR 4 Wheel Drive P42 Mary 2012 GIVIC 1500 157494 4DR 4 Wheel Drive P43 Asphalt crew 2013 Chevrolet 3500 HD 141603 4x4 Work Truck P44 Asphalt Crew 2013 Chevrolet Silverado 164132 4DR 4 Wheel Drive P45 Omero 2013 Chevrolet Silverado 210422 4DR 4 Wheel Drive P46 Asphalt crew 2013 Cheverolet 3500 139786 4DR Flat Bed P47 Carlos 2018 Cheverolet Silverado 150312 4DR 4Wheel Drive P48 Roland 2013 Ford E350 Ext 90473 Passenger Van P49 Rick 2019 Ford F550 55084 Mechanics Truck P50 George 2019 Ford F550 48284 Mechanics Truck P51 Jason 2016 GIVIC 2500 328111 Mechanics Truck P52 James 2020 Ford F250 47726 Crew Cab P53 Cruz 2020 Ford F250 87515 Crew Cab P54 Oscar 2020 Ford F250 87517 Crew Cab P55 Arbrey 2019 Ford F150 25032 P56 Jesse 2021 Ford F250 36426 Crew Cab P57 Colin 2020 Ford F150 54158 Super Crew PT1 41 Pit 2002 Terex TA30 A7991477 Articulated Dump Truck PT2 1 41 Pit t2006 Terex TA30 A8941056 Artculated Dump Truck T1 1991 Ford F8000 Al 3102 Water Truck T7 1992 Ford F8000 A07950 Water Truck T27 1993 Ford F8000 Al 1847 Water Truck T28 1991 Ford F8000 A37304 Bobtail Dump (Asphalt Plant Trk) T29 2002 Ford F450 A58078 1 Ton Flatbed T36 T45 2000 1999 Pbt Pbt 377 385 486009 502626 Water Truck Bobtail Dump Page 1 of 9 41211'21 8:54 AM T50 1998 Ford F800 A29809 Mechanics Trk T52 Jose 2005 Pbt 330 857589 Fuel & Lube Truck T53 1995 Ford L900 A42667 Bobtail Dump (Asphalt Plant Trk) T54 2008 Pbt 388 TWA 740319 Winch Truck (Red haul truck) *Logs T55 2007 Pbt Water Truck 676323 Water Truck T56 2005 Pbt Water Truck 872143 Water Truck T57 2008 Pbt 388 752240 Tractor T58 2008 Pbt 388 758854 Tractor T59 2007 KW T-800 183633 Tractor T60 2007 KW T-800 183631 Tractor T61 2007 KW T-800 183632 Tractor T62 2007 KW T-800 207407 Tractor T63 2007 KW T-800 185739 Tractor T64 2008 KW T-800 212990 Bobtail T65 2008 KW T-800 213389 Bobtail T66 2008 KW T-800 213387 Bobtail T67 2008 KW T-800 212981 Bobtail T68 2008 KW T-800 213386 Bobtail T69 2006 Ptrblt 335 657385 Water Truck T70 1993 Mack CH613 27600 Water Truck T71 2016 Freightliner 108SD 8810 Distributor Truck T72 2007 Ptrblt 378 698593 Water Truck T73 2007 Ptrblt 365 666586 Water Truck T74 2008 Ptblt 367 T/A 770128 Tractor T75 Chris 2010 Ptblt 340 T/A 105346 Fuel & lube Truck T76 Bob 2007 Ford F75O 411347 Mechanics Trk T77 1999 Mack RD688S 039735 Bobtail T78 2000 Peterbilt 357 522718 Water Truck T79 2012 Mack CHU613 011338 Tractor T80 2012 Mack CHU613 011340 Tractor T81 2007 International 4300 416708 Bobtail T82 1992 Mack RD695 11756 Bobtail T83 1990 Mack 006322 Bobtail TR1 1972 Vermeer Flatbed 1906 16' Folding equip trailers TR2 1988 Lee Form 595388 18' equip trailers TR3 1994 Gooseneck Flatbed 31241 28' tandam axle w/loading ramp Page 2 of 9 41211'21 8:54 A hi TR5 1988 Kaly Dump 5104 Hydraulic Dump Trailer TR6 1982 Fruehauf Tank 2806 Hot oil tanker TR7 1981 Howl Equip S8111280 16' Equip Trlr TR8 1966 Fruehauf Tank OMG353619 Hot oil tanker TR20 2001 BIGTEX Utility E42782 18' TR21 2002 Shopbuilt Lube 124068 Lube Trailer TR30 2006 Clem End Dump 005313 End dump trailer TR31 2008 Tiger Utility 2253 18' utility TR32 2001 Loadking Haul Trailer 023906 Low Boy Haul Trailer TR33 1999 Lee Model T7 215286 14ft Utility Flatbed TR34 2009 Tiger Utility 227 Flat Bed Utility TR35 2001 Etnyre Haul Trailer 111211 Low Boy Haul Trailer TR36 2009 Shopbuilt Flatbed Flat Bed Utility TR37 2005 Load Tilt Utility 005393 Flat Bed Tilt Utility TR38 2012 AFF Equipment 1A9BE1826CL790030 18' BP Equipment TR39 2012 AFF Equipment 1A9BE1824CL790031 18' BP Equipment TR40 2006 Ranco Dump 1 R9ESD5016L008143 Framless End Dump Trailer TR41 2012 Bels Equipment 16JF01622C1046491 Utility TR42 2012 Bels Equipment 16JF01629C1046486 Utility TR43 2001 SEI SEIPUP 1 S9PD33261 B638302 Pup End Dump TR44 2001 SEI SEIPUP 1S9PD33271B638308 Pup End Dump TR45 1998 SEI SEIPUP 1S9PD3322WB638109 Pup End Dump TR46 2000 SEI SEIPUP 1S9PD3421YB638215 Pup End Dump TR47 2003 Warren TIA 1 W9CA4B263T369001 Pup End Dump TR48 1973 Heil Tank 924979 Tank Trailer TR49 2016 Armorite Dump 56EA75C22GA000626 Framless End Dump Trailer TR50 Shopbuilt TR51 2020 Mana Bellydump 5MC424012L3198398 Belly dump trailer TR52 2020 Mana Bellydump 5MC424010L3198397 Belly dump trailer TR53 2020 Mana Bellydump 5MC424014L3198399 Belly dump trailer TR54 2020 Mana Bellydump 5MC424019L3198396 Belly dump trailer TR55 2020 Mana Bellydump 5MC424019L3198401 Belly dump trailer TR56 2020 Mana Bellydump 5MC424017L3198395 Belly dump trailer TR57 2020 Mana Bellydump 5MC424017L3198400 Belly dump trailer TR58 2016 Etnyre HFR50TD3 Equipment Trailer 1 E9319072GE111013 Haul Trailer R59 T 1978 Delta DD-46-96 2617 Drop Deck Equip Trailer Page 3 of 9 41211'21 8:54 A hi TR60 2020 Diamond C Equipment 46UFU2O29L123O6O6 Utility Trailer L6 1977 CAT 950 81J10964 Loader GP bucket w/ cab L9 1989 CAT 980C 89P4756 Loader L14 1983 CAT 980C 63X4723 Loader L16 1983 CAT 930 41K11978 Backhoe L17 2002 CAT 416D BFP03226 Loader L19 1989 CAT 988B 050W09849 Loader L20 CAT 966F 01 SL03446 Compact Track Loader L21 2004 CAT 252E CAT0252BCSCP00510 Backhoe L22 2002 CAT 420D FDP12773 Loader L23 2007 CAT 928G DJD02717 Loader L24 CAT 950 G 3JW01649 Compact Track Loader L25 2009 CAT 289C JMP00867 Compact Track Loader L26 2012 CAT 289C JMP2776 Compact Track Loader L27 2012 CAT 289C JMP2780 Loader L28 2011 CAT 980G 2KR75009 Loader L29 2008 CAT 966H A6D1384 Landscape Tractor L33 2006 CAT 416DIL 132D2395 Backhoe L31 2007 CAT 420EIT KMW1549 Loader L32 2006 CAT 938G RTB2312 Skip Loader L30 2006 Case 570 MXT JJG0302936 Loader L34 2006 CAT 938G TCR00266 Loader L35 2010 CAT 850H OK5K02879 Loader L36 CAT 420F CE41-1 CATO42OFTSKRO3564 Backhoe L37 2013 CAT 289C2 CAT0289CCRTD01156 Loader L39 CAT 980C Z63X09800 Backhoe L40 2012 CAT 420E AM ODAN02116 Compact Track Loader L41 2013 CAT 289C2 CAT0289CCRTD01156 Backhoe L42 2017 CAT 966M OKJP02423 Loader C3 Dynapac CP271 23620353 3 Wheel Steel Wheel C5 1978 Ingram 10-12 ton 726B095 Yellow Wacker Packer C8 Wacker Packer 583601396 Green Wacker Packer C9 Wacker Packer 654504847 Double Drum Vibratory Roller C10 C11 C13 1977 r1968 r Dynapac Ingram Ingram CC421 539375 1125 Page 4 58010324 6419950D63 3A80281 FC of 9 3 Wheel Steel Wheel 25 Ton Pneumatic 3 Wheel Steel Wheel (90100" 41211'21 8.54 AM C17 2000 Dynapac CS141 21720145 Pnuematic Roller C18 2000 Dynapac CP271 6996453 Double Drum Compactor C22 1999 Dynapac CC522 62910590 VIB C20 1993 Wacker Packer LF70 Vibratory Padfoot C23 2000 Dynapac CA250PD 65320338 Vibratory Padfoot C25 1999 Dynapac CA152PD 64320602 3 Wheel Steel Wheel C26 1991 Dynapac CS12 175363 30 Ton Pneumatic C27 1995 Dynapac CP30 7018797 3 Wheel Steel Wheel C28 1978 INGRAM 10-12ton 882750E9Q 25 Ton Pneumatic C31 Dynapac CP301 3 Wheel Steel Wheel C32 1998 Dynapac CS141 903R140055 Double Drum Compactor C33 2008 Dynapac CC142 60214052 Double Drum Compactor C34 1998 Dynapac CC522 62910617 Compactor C35 1992 Caterpillar 815E 17ZOO487 Compactor C36 2001 CMI 335C HE-1506 Compactor C37 1999 Rex 3-35C HE1498 VHF Roller C38 2006 Dynapac CC522 51720557 Pnuematic Roller C39 2002 Caterpillar PS3608 9LS00221 3 Wheel Steel Wheel C40 1992 Hamm WH90 33906 7 Wheel Roller C41 2001 Caterpillar PS360B 9LS00229 3 Wheel Steel Wheel C43 2011 Hamm GRW280-30 H1950097 Compactor C44 2001 CMI 3-35C HE1508 Compactor C45 2006 Dynapac CP271 2362BR2284 Compactor C46 1994 Caterpillar 815B 17ZO1695 Compactor C47 1993 Caterpillar 815B 17ZO1524 Vibratory Double Drum Roller C48 2013 Dynapac CC524HF 10000322COA008893 Vibratory Double Drum Roller C49 2006 Dynapac CC522VHF 51720557 Compactor C50 2000 Caterpillar PS360B 9LS00115 Compactor C51 2001 Caterpillar PS360B 9LS00214 Three Wheel Steel Wheel C52 Sakai R21-1-2 RR4-40469 C53 2000 CMI 3-35C HE1496 C54 1999 CMI 3-35C HE1495 Compactor CE1 1995 Gomaco GT3600 902900-053 CE5 Gomaco Commander III 900100562 Curb & gutter machine CE6 Gomaco 9500 MC18682-55 4 Track Concrete Paver CE7 2014 Gomaco I GT3600 1 902900-957 Placer w/Trimmer Head Page 5 of 9 41211' 21 8: 5 4 A hi CE8 Gomaco Slip Form Paver CE9 Gomaco GT-3600 902900-1008 Curb & gutter machine D1 Gardner -Denver GD45C 45001 Slab Drill D3 2006 E-Z Drill 21OB-2SRA U3349 Dozer D4 2012 Komatsu D155AX-7 90078 Slab Drill I E1 I 11991 I John Deere I 790D-LC I 2ZKO0649 (8465) Excavator E3 2002 Cat 350L 3MLOO286 Excavator E4 2009 Cat 307D CAT0307DPDSGO0187 Excavator E5 2007 Cat 330DL MWPO1286 Excavator LD4 2002 Leeboy L500 309276 Pro-Pav LD6 2000 Champion 1110-W 30277 Asphalt Paver LD8 2009 Lee -Boy 8515T 8515T-54865 Asphalt Pick-up Machine LD9 2002 Cedar -Rapids MS2 45280 500 Gal Tack Wagon LD11 2015 Lee -Boy 250T 1309357 Asphalt Paver LD12 2011 CAT AP-10001) EAD00433 Asphalt Pick-up Machine LD14 Cedar -Rapids MS2 50224 Asphalt Paver M4 1996 CAT 140H 2ZK006X9 equipped w/rear ripper M6 1999 CAT 140H 2ZC04412 equipped w/rear ripper M7 CAT 140 H 2ZKO5654 equipped w/rear ripper M8 2008 CAT 140H 2ZKO7110 equipped wlrear ripper M9 2008 CAT 140M 69DO0423 equipped wlrear ripper M10 2004 CAT 140H HVCCA00746 equipped w/rear ripper M11 CAT 140H CCA04056 equipped w/rear ripper M12 1974 John Deere 670 002020 equipped w/rear ripper M14 CAT 140H CCA01089 equipped wlrear ripper M15 2006 CAT 140HN CCA02050 equipped w/rear ripper M16 2019 CAT 140SW ON9400238 equipped w/rear ripper M17 2019 CAT 140SW N9400164 equipped w/rear ripper M18 2019 CAT 140SW N9400162 equipped w/rear ripper M19 2021 CAT 140 N9400439 equipped w/rear ripper M20 2020 CAT 140 ON9400385 equipped w/rear ripper S6 1999 CAT 623E 6YFOO166 Scraper S7 CAT 623E 6CB00600 Scraper S8 1996 CAT 623F 6BKO0215 Scraper S9 2004 CAT 623G CES00473 Scraper Page 6 of 9 412I1'21 8.54 AM S10 2003 CAT 623G CES00312 Scraper S11 CAT 623E 6CB00779 Scraper CS 1 2002 0 Gff es BM624 D7D H 986 jGhngeer-e 8649 1986 i z 9650 007414 TT4 1994 John Deere 8870 RW8870H002124 TT5 1993 John Deere 8870 RW8870H001398 TT6 1992 John Deere 8760 5755 Tractor 4X4 TT7 John Deere 8760 Tractor 4X4 WT1 2003 Interpipe 12000 Gals 12KT-0002 12000 Tank Tower WT2 2006 MSE 12000 Gals 2006-31 12000 Tank Tower WT3 2004 Superior 12000 Gals 00-12-73 12000 Tank Tower WT4 Interpipe 12000 Gals 774524 12000 Tank Tower MS2 1999 Broce sweeper 88467 MS4 Morgan Bldg I 10161CTBCUSA Office building MS5 2000 JD OFF -SET 8' Mixing Disc MS6 Star fuel tanker CTT1028 1000 gal trailer mounted fuel supply MS8 2001 BROCE RJ 350 401011 Broom MS10 Shop made 3000 gal fuel storage /electric pump MS11 Shop made 2000 gal fuel storage w/electric pump MS12 Shop made 1000 gal fuel storage a/electric pump MS13 Miller Big 20 trailer mounted welding machine MS15 Steel Forms N/A misc concrete paving forms MS16 Storage building 20' enclosed storage van MS17 Storage building 18 enclosed storage van MS18 Shopmade Trailer Ramped Single Axle 5X8 MS19 John Deere Plow Flat Bottom Breaking Plow MS20 John Deere Shreader Bat Wing MS23 Leroi Compressor KG56-1303 Trailer MTD Air Compressor MS24 Hotsy S7055 C792330700 Pressure Washer MS25 MKC MK Concrete saw Honda engine MS26 Corecut Saw Honda engine MS30 Hotsy 5516 203243 Pressure Washer MS31 1992 Cat Forklift 7SC00883 60001b MS37 2003 Bobcat E 24" Page 7 of 9 41211' 21 8. 5 4 A hi MS39 2003 Bobcat BIT 12" MS41 1992 Onan Generator V2203-136528 Trailer Mtd Power Unite MS42 1986 Lincoln SA200 A802862 Welder MS43 2004 Rome G1-7-24 20GT-1021 Mixing disc plow MS46 2004 S Pump 2" Centrifugal Selfpriming MS47 Poulan Chainsaw, (two) MS48 1990 Lincoln SA200 A-802862 Welder MS50 1990 AMCO WOG-2-3230-BG 1053 PLOW MS51 2006 Allmand 0534AB06 AWB15-5573 Arrowboard MS52 2006 Allmand 0549AB06 AWB15-5574 Arrowboard MS53 2006 Red Lion RLGF8 2906 CODE 616808 2" Pump Type A MS54 2006 Red Lion RLGF8 3705 CODE 616808 2" Pump Type A MS55 Target PRO6511ID30 228590001 Concrete Saw MS56 2006 Allmand 0536AB05 Arrowboard MS57 1996 Arrow Master 1350 6410 Self Propelled Hammer MS58 2009 Norton BBC547 8083028 Brick Saw MS59 MI-T-M 75000 MHO 40033591 Generator MS60 2005 Wirtgen W2100 410145 Pavement Profiler MS61 2004 Ingersall Rand P185WJD 346433UE0221 Portable Air Compressor MS62 2003 Ingersall Rand P185WJD 356249UDPB34 Portable Air Compressor MS63 2005 Bomag MPH364R-2 9011323001607 Soil Stabilizer MS64 2010 MI-T-M 60000MHO 40025106 Generator MS65 1999 Allmand 402AB05 Portable Solar Arrowboard MS66 2010 Terex ODLSE25LA EVD-10635 Arrowboard MS67 2010 Terex/Amida ODLSE25LA GRD-21578 Arrowboard MS68 2010 Terex/Amida ODLSE25LA GRD-21579 Arrowboard MS69 2010 Terex/Amida ODLSE25LA FKD-13884 Arrowboard MS70 2010 Terex ODLSE25LA FKD-13885 Arrowboard MS71 2011 GNSS852-882 Trimble Kit MS72 12'x48' Mobile Office trailer MS73 Trimble GPS System Mounted on M6 MS74 Trimble GCS900 31) Auto Option Key MS75 MS76 I Remoo MC WIZ MCW07-762 Plow MS77 I 2012 Maxe 5R8U61027CM022963 Pump MS78 Husgvarne FS40[ Concrete Flat Saw Page 8 of 9 41211*21 8:54 Ahi MS79 Stihl TS420-14 179141323 Cutoff Saw MS80 2008 Wirt en W2100 09.21.0286 Cold Planer MS81 Hus varna FS400 Concrete Flat Saw MS82 Briggs & Stratton 25T235001561 1405081600570 Generator MS83 2010 Broce KR-350 407027 Ride on Sweeper MS84 Wishek Y-2000-10 AGCWY2000EX036301 Offset Disc Plow MS85 2010 Ditchwitch RT45 CMWRT45XCB0000366 Trencher MS86 2008 Genie GTH842 GTH0808A12182 Telescopic Forklift MS87 1998 Link -Belt RTC-8065 D718-9945 MS88 Genie S45 S4507-11814 45ft Boom Lift MS89 Genie S80 S8004-3616 80ft Boom Lift MS90 2018 Bobcat 225 MJ161466R WELDER MS91 MS695 Jumping Jack MS92 Stihl TS-420 Chop Saw MS93 Stihl TS-420 Chop Saw MS94 2011 Wishek Y2000-10 2030610 Offset Disc Plow MS95 In ersall-Rand 2 Lights MS96 Yale GDP070VXNYRE087 B875V09986K Fork Lift MS97 Sulliar 185 2.01205E+11 Portable Air Compressor MS98 MS99 Plant 1 2001 Omega Impact Crusher Feeder (Pit 41) Crusher Plant Plant 1-A Conveyor Belt Plant 2 1978 H & B Hatch Plant Control (Asphalt Plant) Hot Elev 10000ASP Tank Misc Plant 3 2013 Powerscreen Cheifton 1400 Trax PID00066JDGD16223 (Screen Plant) 5x16 ft deck portable Plant 4 1998 Yard Crusher - Detriot Eng OMTRO01 Impact crusher Plant 5 1999 Nordberg 1213CC 2052-2781 Impact crusher Plant 7 1998 1 Vince Hagen 981016 Concrete Batch Plant Page 9 of 9 41211'21 8:54 Ahi 41211'21 8_54 A M a-w h*-bA-fft mcmpmdtoI'll ®,chattoyopm ARWhrmMA PrdeaN�m ILu1�Osk�,��1g,.8mtA71nCi _ x;AklieldAs�3r^dr8.,'h ,Lj M-4tkt1 -�J� wx -.-� � �„r,,., Arbs� • 8toekseA x�ra 8toC7oasn i#�+�i�lea 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Acbmr etodma �iaa�dixeaLep - - �` __ _ ., 1�66t975-3app of Iabbaek sum Dire i Pavia* 1466)745-6032 st+k. l :,��1>alt Reif sr �G �r«,Tovs�r ri �t3oas i+eIA Y_ hR1a�,+ S011ioa' _ ti95-aaoe Fz°aR sus ure a myll,- 41"1745-son 41211'21 8:54 A M L�a�1i� wi �y.e O*M+�s rrOrr •r lrt A1A� rQFfl 4/30A RRiM�lellrlrorn[ � 11��IiwAr 1r*s �� „ Gain m; �G1�rr�i�■� �ir� ���*nrrrr�Y�M��r��j 1nOr-i7 s-a000 v� _ 1�r -- ■M�■reL�o ar�� at 41tii•� Pa.naM[ � - PW*mku"° }md-bpdmkto w0ID� --VT tae ��C—ft- � ��e Wd�ria��wq aaa to C -- z 41211'21 8:54 A M is opupbl". Aem 4 cousl [»Kll�l ilwitMi�plti�r! Vwrrlir�y MAT .Ms O���i�� ilwe � �= lYirA�lllld fir. - - �.1rai..��#�� ray : a• 11"li�lririlli �, T liurt�sOMS.M4.90 I 41211'21 8:54 A M 41211'21 8:54 AM E 3 i 13 as •�clF O m O 0 0 C 0 c g L ca to P; co E 1 0 0 c i s L I co 0 NICL v a° - 4� 0 N Y 0 J 0�7 o C3 a 41211'21 8:54 AM mahmm dA Cm"lie#eed rad lladretComwake*W ■��r w 7iXeNf 41211'21 9:54 AM I 4/21/121 9:54 AM dc E S to g G7 q Ak p 0 41211'21 8:54 A M Page Intentionally Left Blank City of Lubbock, TX Purchasing and Contract Management Safety Record Questionnaire The City of Lubbock City Council desires to avail itself of the benefits of Section 252.0435 of the Local Government Code, and consider the safety records of potential contractors prior to awarding proposals on City contracts. Pursuant to Section 252.0435 of the Local Government Code, City of Lubbock has adopted the following written definition and criteria for accurately determining the safety record of a proposer prior to awarding proposals on City contracts. The definition and criteria for determining the safety record of a proposer for this consideration shall be: The City of Lubbock shall consider the safety record of the offerors in determining the responsibility thereof. The City may consider any incidence involving worker safety or safety of the citizens of the City of Lubbock, be it related or caused by environmental, mechanical, operational, supervision or any other cause or factor. Specifically, the City may consider, among other things: a. Complaints to, or final orders entered by, the Occupational Safety and Health Review Commission (OSHRC), against the proposer for violations of OSHA regulations within the past three (3) years. b. Citations (as defined below) from an Environmental Protection Agency (as defined below) for violations within the past five (5) years. Environmental Protection Agencies include, but are not necessarily limited to, the U.S. Army Corps of Engineers (USACOE), the U.S. Fish and Wildlife Service (USFWS), the Environmental Protection Agency (EPA), the Texas Commission on Environmental Quality (TCEQ), the Texas Natural Resource Conservation Commission (TNRCC) (predecessor to the TCEQ), the Texas Department of State Health Services (DSHS), the Texas Parks and Wildlife Department (TPWD), the Structural Pest Control Board (SPCB), agencies of local governments responsible for enforcing environmental protection or worker safety related laws or regulations, and similar regulatory agencies of other states of the United States. Citations include notices of violation, notices of enforcement, suspension/revocations of state or federal licenses or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. C. Convictions of a criminal offense within the past ten (10) years, which resulted in bodily harm or death d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of the offeror and his or her ability to perform the services or goods required by the proposal documents in a safe environment, both for the workers and other employees of offeror and the citizens of the City of Lubbock. In order to obtain proper information from offerors so that City of Lubbock may consider the safety records ofpotential contractors prior to awarding proposals on City contracts, City of Lubbock requires that offerors answer the following four (4) questions and submit them with their proposals: UESTION ONE Has the offeror, or the firm, corporation, partnership, or institution represented by the offeror, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of OSHA within the past three (3) years? / YES NO If the offeror has indicated YES for question number one above, the offeror must provide to City of Lubbock, with its proposal submission, the following information with respect to each such citation: Date of offense, location of establishment inspected, category of offense, final disposition of offense, if any, and penalty assessed. 4/21/121 9:54 AM UESTION TWO Has the offeror, or the firm, corporation, partnership, or institution represented by the offeror, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of environmental protection laws or regulations, of any kind or type, within the past five years? Citations include notice of violation, notice of enforcement, suspension/revocations of state or federal licenses, or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. YES NO If the offeror has indicated YES for question number two above, the offeror must provide to City of Lubbock, with its proposal submission, the following information with respect to each such conviction: Date of offense or occurrence, location where offense occurred, type of offense, final disposition of offense, if any, and penalty assessed. UESTION THREE Has the offeror, or the firm, corporation, partnership, or institution represented by offeror, or anyone acting for such firm, corporation, partnership, or institution, ever been convicted, within the past ten (10) years, of a criminal offense which resulted in serious bodily injury or death? YES NO If the offeror has indicated YES for question number three above, the offeror must provide to City of Lubbock, with its proposal submission, the following information with respect to each such conviction: Date of offense, location where offense occurred, type of offense, final disposition of offense, in any, and penalty assessed. QUESTION FOUR Provide your company's Experience Modification Rate and supporting information: 4 71 ACKNOWLEDGEMENT THE STATE OF TEXAS COUNTY OF LUBBOCK I certify that I have made no willful misrepresentations in this Questionnaire nor have I withheld information in my statements and answers to questions. I am aware that the information given by me in this questionnaire will be investigated, with my full permission, and that any misrepresentations or omissions may cause my proposal to be rejected. n Seats 4 ---- VP cc� () Title 4121112I 9:54 AM c.,:' Gallagher Ins ance, I Risk Management I Consuitiv December 14, 2021 Re: Lone Star Dirt & Paving, Ltd. 11820 University Avenue Lubbock, TX 79423 Experience Modifier Rating Letter To Whom It May Concern: This is to certify that Arthur 1 Gallagher insures the above referenced contractor and that NCCI has promulgated their Experience Modification Rate (EMR) for the last three year periods are is as follows: 05/30/2021 t0 05/30/2022 - .74 Should you have any questions please feel free to contact me. Sincerely, Scott Riddle Area President 806-748-2017 Scott_riddle@ajg.com 121231'21 4.15 PM Page Intentionally Left Blank NON -COLLUSION AFFIDAVIT STATE OF TEXAS LUBBOCK COUNTY c being first duly sworn, on his/her oath, says that the bid above submitted is a genuine and not a sham or collusive bid, or made in the interest or on behalf of any person not therein named; and s/he further says that the said respondent has not directly induced or solicited any firm on the above work or supplies to put in a sham , or any other person or corporation to refrain from a statement of qualifications; and that said firm has not in any manner sought by collusion to secure to self an advantage over any other firm or firms. Firm Name r1 Signature �yi _ Title sworn to before me this `� day of .a� 021 Notary Public V U My Commission Expires: 7 'Q PRY PUe! DEBBIEHERNAN:+=2 YAR5�OGN i r n Notary If? :-A19Q C3 1 a H MyConmis_ an s t :9�,f OF S�'4 June -1 s NOTE: THIS FORM MUST BE COMPLETE 7'kfnjgUBMISSION 1212311'21 4:15 FM Page Intentionally Left Blank Company Name 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. PROPOSED LIST OF SUB -CONTRACTORS Location Services Provided Minority Owned Yes No ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR RESPONSE IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO SUBMITTED BY: (PRINT NAME OF COMPANY) Page Intentionally Left Blank POST -CLOSING DOCUMENT REQUIREMENTS The below -listed document must be received in the Purchasing and Contract Management Office Not Later Than SEVEN BUSINESS DAYS after the close date when responses are due. FINAL LIST OF SUB -CONTRACTORS Pate Intentionally Left Blank FINAL LIST OF SUB -CONTRACTORS Minority Owned Company Name Location Services Provided Yes No 1. �iArri ca�a S u� � 4 � � � � ❑ � 2. fTC '' �� o -if,< - - — r►[�� 3. ❑ ❑ 4. ❑ ❑ 5. ❑ ❑ 6. ❑ ❑ 7. ❑ ❑ 8. ❑ ❑ 9. ❑ ❑ 10. ❑ ❑ 11. ❑ ❑ 12. ❑ ❑ 13. ❑ ❑ 14. ❑ ❑ 15. ❑ ❑ 16. ❑ ❑ SUBMITTED BY: PR (PRINT NAME OF COMPANY THIS FORM SHALL BE COMPLETED AND RETURNED NOT LATER THAN SEVEN BUSINESS DAYS AFTER THE CLOSE DATE WHEN RESPONSES ARE DUE IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO 3181122 4:27 PM Page Intentionally Left Blank PAYMENT BOND Page Intentionally Left Blank STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $50,000) KNOW ALL MEN BY THESE PRESENTS, that Lone Star Dirt & Paving, Ltd. (hereinafter called the Principal(s), as Principal(s), and (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of Eight Million Eight Hundred Sixty Thousand Nine Hundred Eighty - One Dollars and Fifty -Four Cents ($8,860,981.54) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated 8th day of March, 2022, to RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this day of 2022. Surety *By: (Title) (Company Name) By: (Printed Name) (Signature) (Title) Page Intentionally Left Blank The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. Surety * By: Approved as to form: City of Lubbock By: City Attorney (Title) * Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. Page Intentionally Left Blank PERFORMANCE BOND Pate Intentionally Left Blank STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) KNOW ALL MEN BY THESE PRESENTS, that Lone Star Dirt & Paving, Ltd. (hereinafter called the Principal(s), as Principal(s), and (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of Eight Million Eight Hundred Sixty Thousand Nine Hundred Eighty - One Dollars and Fifty -Four Cents ($8,860,981.54) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated 8th day of March, 2022, to RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this day of , 2022. Surety * By: (Title) (Company Name) By: (Printed Name) (Signature) (Title) Page Intentionally Left Blank The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. Surety *By: (Title) Approved as to Form City of Lubbock By: City Attorney * Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. Page Intentionally Left Blank CERTIFICATE OF INSURANCE Pate Intentionally Left Blank CERTIFICATE OF INSURANCE TO: CITY OF LUBBOCK DATE: P.O. BOX 2000, Room 204 LUBBOCK, TX 79457 TYPE OF PROJECT: THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the typed of insurance and in accordance with the provisions f the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon. TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EFFECTIVE LIMITS DATE DATE GENERAL LIABILITY ❑ Commercial General Liability General Aggregate $ ❑ Claims Made Products-Comp/Op AGG $ ❑ Occurrence Personal & Adv. Injury $ ❑ Owner's & Contractors Protective Each Occurrence $ ❑ Fire Damage (Any one Fire) $ Med Exp (Any one Person) $ AUTOMOTIVE LIABILITY ❑ Any Auto Combined Single Limit $ ❑ All Owned Autos Bodily Injury (Per Person) $ ❑ Scheduled Autos Bodily Injury (Per Accident) $ ❑ Hired Autos Property Damage $ ❑ Non -Owned Autos GARAGE LIABILITY ❑ Any Auto Auto Only - Each Accident $ ❑ Other than Auto Only: Each Accident $ Aggregate $ ❑ BUILDER'S RISK ❑ 100% of the Total Contract Price $ ❑ INSTALLATIONFLOATER $ EXCESS LIABILITY ❑ Umbrella Form Each Occurrence $ Aggregate $ ❑ Other Than Umbrella Form $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY The Proprietor/ ❑ Included Statutory Limits Partners/Executive ❑ Excluded Each Accident $ Officers are: Disease Policy Limit $ Disease -Each Employee $ OTHER The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or in case there is no legal requirement, in less than five days in advance of cancellation. FIVE COPIES OF THE CERTIFICATE OF INSURANCE MUST BE SENT TO THE CITY OF LUBBOCK (Name of Insurer) By: Title: The Insurance Certificates Furnished shall name the City of Lubbock as Additional Insured on Auto General Liability and provide a Waiver of Subrogation in favor of the City of Lubbock. IT SHALL BE THE CONTRACTOR'S. THE ADDITIONAL INSURED ENDORSEMENT SHALL INCLUDE PRODUCTS AND COMPLETE OPERATIONS. CONTRACTORCHECKLIST A CONTRACTOR SHALL: (1) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19-point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS ADDITIONAL INSURED ON AUTO/GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS TO INCLUDE PRODUCTS OF COMPLETE OPERATIONS. PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. COPIES OF THE ENDORSEMENTS ARE REQUIRED. REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at 512-305-7238 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and contractually require each person with whom it contracts to provide services on a project, to: (A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (B) provide a certificate of coverage to the contractor prior to that person beginning work on the project; (C) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (D) obtain from each other person with whom it contracts, and provide to the contractor: (i) a certificate of coverage, prior to the other person beginning work on the project; and (ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (E) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (F) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (G) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. Pate Intentionally Left Blank CONTRACT Page Intentionally Left Blank a Contract 16114 STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this P day of March, 2022 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so, hereinafter referred to as OWNER, and Lone Star Dirt & Pavina, Ltd. of the City of Lubbock, County of Lubbock and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: RFP 22-16114-TF 114th Street Paving Improvements Slide Road to Quaker Avenue and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. Lone Star Dirt & Paving, Ltd.'s proposal dated January 20, 2022, is incorporated into and made a part of this agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. CONTRACTOR: CITY O LUBB XAS (OWNER): Lone Star Di & Paving, Ltd. By: Daniel M. Pope, Mayor By: ATTEST: PRKTE6 §mmE--: TITLE: Rebecca Garza, City SecrelarQ COMPLETE ADDRESS: APPROVED AS TO CONTENT: Lone Star Dirt & Paving, Ltd. 11820 University Public Works Representative Lubbock, TX 79423 ATTEST: Name (Printed) Date APPROVED V TO FORM: Corporate Secretary _VVitAAML lli Leisure, Assistant City Attorney a Page Intentionally Left Blank GENERAL CONDITIONS OF THE AGREEMENT Page Intentionally Left Blank GENERAL CONDITIONS OF THE AGREEMENT 1. OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit Lone Star Dirt & Paving, Ltd. who has agreed to perform the work embraced in this contract, or their legal representative. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative Josh Kristinek, P.E., Assistant City Engineer/Capital Projects & Design, so designated who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors or inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Offerors, General Instructions to Offerors, Proposal, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificates, and all other documents made available to Offeror for inspection in accordance with the Notice to Offerors. The above described materials are sometimes referred to herein as the "contract" or "contract documents". INTERPRETATION OF PHRASES Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. The City reserves the right to approve or disapprove the selection of any subcontractor(s). WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. CONTRACTOR'S RESPONSIBILITIES Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. it. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished ten copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES The Contractor is responsible for construction layout based on the control provided in the construction documents. All lines and grades shall be furnished whenever Owner's Representative (as distinguished from Resident Project Representative(s)) deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative (as distinguished from Resident Project Representative(s))has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors, as distinguished from Resident Project Representative, as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the work, shall be sustained and borne by the Contractor at its own cost and expense. 18. CHARACTER OF WORKERS The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any person or persons on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such person or persons shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of workers or equipment will be permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Contractor is responsible for construction quality control testing, cost, and reporting of the type and extent required by the contract documents. The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's proposal, except as provided under Changes and Alterations in Paragraph 23. It is agreed that the Contractor shall perform all extra work under the observation of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent to the firm actually performing the work, and additional higher -tier markups limited to 5% to cover additional overhead and insurance costs; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work, as estimated by the Engineer and approved by the Owner.. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workers, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C) (1). If Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the proposal, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the proposals are received, and if no such notice is received by the Owner's Representative prior to the opening of proposals, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its proposal to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before offering of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of proposals. In the absence of a requested clarification for a conflict in the documents prior to proposals being reviewed, it will be assumed that the Contractor proposes the higher cost alternative on conflicts identified after proposals are reviewed. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and Engineer and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS ADDITIONAL INSURED ON AUTO/GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS TO INCLUDE PRODUCTS OF COMPLETE OPERATIONS. PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. COPIES OF THE ENDORSEMENTS ARE REQUIRED. A. Commercial General Liability Insurance (Primary Additional Insured and Waiver of Subrogation required) The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000 Combined Single Limit in the aggregate and $1,000,000 per occurrence to include: Products & Completed Operations Hazard Contractual Liability Personal Injury & Advertising Injury Med Exp (Any one Person) B. Owner's and Contractor's Protective Liability Insurance — NOT REQUIRED C. Comprehensive Automobile Liability Insurance (Waiver of Subrogation Required) The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $1,000,000 Combined Single Limit per occurrence, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. D. Builder's Risk Insurance/Installation Floater Insurance. — NOT REQUIRED E. Umbrella Liability Insurance (Primary Additional Insured and Waiver of Subrogation required) The Contractor shall have Umbrella Liability Insurance in the amount of $9,000,000 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverage's. F. Worker's Compensation and Employers Liability Insurance (Waiver of Subrogation required) Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $1,000,000 Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC- 83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named insured at the address shown in the proposal specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30-point bold type and text in at least 19-point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee. " "Call the Texas Workers' Compensation Commission at 800-372-7713 or 512-804-4000 (www.tdi.state.t.Y-us) to receive information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage, " and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; (iii) include in all contracts to provide services on the project the following language: "By signing this contract or providing or causing to be provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all employees of the person signing this contract who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i)-(viii), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALMEN, AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and Engineer and all of its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, material men and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner and Engineer, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to offering. 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the Owner and Engineer and all of its officers, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to proposing and any necessary changes shall be adjusted as provided in the contract for changes in the work. In the absence of timely written notification to Owner's Representative of such variance or variances within said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear all costs arising there from. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the Notice to Proceed and contract documents, respectively, of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced as provided in the contract documents. If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $500 PER CONSECUTIVE CALENDAR DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for substantially completing the work. If the Contractor should neglect, fail, or refuse to Finally complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $500 PER CONSECUTIVE CALENDAR DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall fail to meet the time requirements stipulated for substantially completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work in such order of precedence, and in such manner as shall be most conductive to economy of construction. The Contractor shall ensure daily prosecution of the work is conducted every business day until completed, regardless if the work will be substantially or finally complete ahead of specified deadlines in the agreement, unless the City determines time off from said prosecution is necessary or reasonable and Contractor received said determination in writing from the City. Further, when the Owner is having other work done, either by contract or by its own force, the Owner's Representative (as distinguished from the Resident Project Representative) may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. Additionally, inclement weather shall be the only other reason consistent, daily prosecution of the work may not take place on those inclement weather days. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. TIME OF PERFORMANCE The Contractor agrees that it has submitted its proposal in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than within twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workers, or any other cause or occurrence. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their proposals offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project, provided that the over run or under run of estimated quantities not exceed 15% of the estimated quantity. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner and Engineer, and any of its officers, agents and employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less: (i) in the event the total value of the contract is five million dollars or more, 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents; or (ii) in the event the total value of the contract is less than five million dollars, 10% or less, of the amount thereof, which percentage shall be retained until final payment, and further, less all previous payments and all further sums may be retained by Owner under the terms of the contract documents ("Retainage"). If Contractor engages a sub -contractor to perform all or part of Contractor's work under the contract, the Contractor shall not withhold a greater percentage of Retainage than the percentage set out in in this section pertaining to the Contractor. Contractor shall likewise require any subcontractor it engages to comply with section 2252.032 of the Texas Government Code. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within fifteen (15) calendar days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. The work will be deemed substantially complete when the work (or a specified portion thereof) has progressed to the point where, in the opinion of the Owner or Owner's Representative, the work (or a specified portion thereof) is sufficiently complete, in accordance with all the contract documents, including the Proposal and all applicable technical specifications, so that the work (or a specified portion thereof) can be utilized for the purposes for which it is intended without unscheduled disruption. Owner may, in its sole discretion, release all or a portion of the Retainage upon Owner's receipt of the certificate of substantial completion for all of the work or a specified portion thereof. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. 44. FINAL COMPLETION AND PAYMENT The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. Owner may, in its sole discretion, release all or a portion of the Retainage for fully completed and accepted portions of the work. Notwithstanding the foregoing, Owner may withhold the Retainage if there is a bona fide dispute between Owner and Contractor according to section 2252.032(f) of the Texas Government Code. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time but not to exceed 30 days after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. The Contractor shall pay all claims, cost, losses, and damages (including but not limited to all fees and charges of the engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution cost) arising out of or relating to such correction or removal. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of two years from the date of certification of final completion by Owner's Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: (a) Defective work not remedied and/or work not performed, (b) Claims filed or reasonable evidence indicating possible filing of claims, (c) Damage to another contractor, (d) Notification to owner of failure to make payments to Subcontractors or Suppliers, (e) Failure to submit up-to-date record documents as required, (f) Failure to submit monthly progress schedule updates or revised scheduled as requested by Owner, (g) Failure to provide Project photographs required by Specifications. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of persons and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed proposals, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $50,000. All bonds shall be submitted on forms supplied by the Owner, and executed by a Surety Company listed on the State Treasury's "Approved" list and authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. 55. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. 56. NONAPPROPRIATION All funds for payment by the City under this contract are subject to the availability of an annual appropriation for this purpose by the City. In the event of non -appropriation of funds by the City Council of the City of Lubbock for the goods or services provided under the contract, the City will terminate the contract, without termination charge or other liability, on the last day of the then -current fiscal year or when the appropriation made for the then -current year for the goods or services covered by this contract is spent, whichever event occurs first. If at any time funds are not appropriated for the continuance of this contract, cancellation shall be accepted by the Seller on thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City shall not be obligated under this contract beyond the date of termination. 57. THE CITY RIGHT TO AUDIT At any time during the term of this Contract and for a period of four (4) years thereafter the City or a duly authorized audit representative of the City, or the State of Texas, at its expense and at reasonable times, reserves the right to audit Contractor's records and books relevant to all services provided under this Contract. In the event such an audit by the City reveals any errors/overpayments by the City, Contractor shall refund the City the full amount of such overpayments within thirty (30) days of such audit findings, or the City, at its option, reserves the right to deduct such amounts owing the City from any payments due Contractor. 58. NON -ARBITRATION The City reserves the right to exercise any right or remedy available to it by law, contract, equity, or otherwise, including without limitation, the right to seek any and all forms of relief in a court of competent jurisdiction. Further, the City shall not be subject to any arbitration process prior to exercising its unrestricted right to seek judicial remedy. The remedies set forth herein are cumulative and not exclusive, and may be exercised concurrently. To the extent of any conflict between this provision and another provision in, or related to, this document, this provision shall control. 59. CONTRACTOR ACKNOWLEDGES Contractor acknowledges by supplying any Goods or Services that the Contractor has read, fully understands, and will be in full compliance with all terms and conditions and the descriptive material contained herein and any additional associated documents and Amendments. The City disclaims any terms and conditions provided by the Contractor unless agreed upon in writing by the parties. In the event of conflict between these terms and conditions and any terms and conditions provided by the Contractor, the terms and conditions provided herein shall prevail. The terms and conditions provided herein are the final terms agreed upon by the parties, and any prior conflicting terms shall be of no force or effect. 60. LABOR CODE CHAPTER 214 Sec. 214.008. MISCLASSIFICATION OF CERTAIN WORKERS; PENALTY. (a) A person who contracts with a governmental entity to provide a service as defined by Section 2155.001, Government Code, shall properly classify, as an employee or independent contractor in accordance with Chapter 201, any individual the person directly retains and compensates for services performed in connection with the contract. (b) In this subsection, "subcontractor" means a person directly retained and compensated by a person who contracts with a governmental entity to provide a service as defined by Section 2155.001, Government Code. A subcontractor shall properly classify, as an employee or independent contractor in accordance with Chapter 201, any individual the subcontractor directly retains and compensates for services performed in connection with the contract for which the subcontractor is retained. (c) A person who fails to properly classify an individual as required by Subsection (a) or (b) shall pay to the commission a penalty equal to $200 for each individual that the person has not properly classified. (d) The commission may not take action to collect a penalty under this section from a person after the third anniversary of the date on which the violation occurred. 61. CERTIFICATE OF INTERESTED PARTIES House Bill 1295, adopted by the 84th Legislature, created §2252.908, Texas Government Code. Section 2252.908 requires a business entity entering into certain contracts with a governmental entity or state agency to file with the governmental entity or state agency a disclosure of interested parties at the time the business entity submits the signed contract to the governmental entity or state agency. Section 2252.908 requires the disclosure form to be signed by the authorized agent of the contracting business entity, acknowledging that the disclosure is made under oath and under penalty of perjury. Section 2252.908 applies only to a contract that requires an action or vote by the governing body of the governmental entity or state agency before the contract may be signed or has a value of at least $1 million. Instructions for completing Form 1295 are available at: https:Hci.lubbock.tx.us/departments/purchasing_/vendor-information 62. TEXAS GOVERNMENT CODE SECTION 2252.152 Contracts with Companies Engaged in Business with Iran, Sudan, or Foreign Terrorist Organization Prohibited. Pursuant to Section 2252.152 of the Texas Government Code, prohibits the City from entering into a contract with a vendor that is identified by The Comptroller as a company known to have contracts with or provide supplies or service with Iran, Sudan or a foreign terrorist organization. 63. TEXAS GOVERNMENT CODE SECTION 2271.002 Pursuant to Section 2271.002 of the Texas Government Code, a) This section applies only to a contract that: (1) is between a governmental entity and a company with 10 or more full-time employees; and (2) has a value of $100,000 or more that is to be paid wholly or partly from public funds of the governmental entity. (b) A governmental entity may not enter into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 64. CONTRACTOR ACKNOWLEDGES Contractor Acknowledges by supplying any Goods or Services that the Contractor has read, fully understands, and will be in full compliance with all terms and conditions and the descriptive material contained herein and any additional associated documents and Amendments. The City disclaims any terms and conditions provided by the Contractor unless agreed upon in writing by the parties. In the event of conflict between these terms and conditions and any terms and conditions provided by the Contractor, the terms and conditions provided herein shall prevail. The terms and conditions provided herein are the final terms agreed upon by the parties, and any prior conflicting terms shall be of no force or effect. 65. TEXAS PUBLIC INFORMATION ACT The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract and the contractor or vendor agrees that the contract can be terminated if the contractor or vendor knowingly or intentionally fails to comply with a requirement of that subchapter. To the extent Subchapter J, Chapter 552, Government Code applies to this agreement, Contractor agrees to: (1) preserve all contracting information related to the contract as provided by the records retention requirements applicable to the governmental body for the duration of the contract; (2) promptly provide to the governmental body any contracting information related to the contract that is in the custody or possession of the entity on request of the governmental body; and (3) on completion of the contract, either: (A) provide at no cost to the governmental body all contracting information related to the contract that is in the custody or possession of the entity; or (B) preserve the contracting information related to the contract as provided by the records retention requirements applicable to the governmental body. 66. CONFIDENTIALITY The Contractor shall retain all information received from or concerning the City and the City's business in strictest confidence and shall not reveal such information to third parties without prior written consent of the City, unless otherwise required by law. 67. INDEMNITY The Contractor shall indemnify and save harmless the city of Lubbock and its elected officials, officers, agents, and employees from all suits, actions, losses, damages, claims, or liability of any kind, character, type, or description, including without limiting the generality of the foregoing, all expenses of litigation, court costs, and attorney's fees, for injury or death to any person, or injury to any property, received or sustained by any person or persons or property, to the extent arising out of, related to or occasioned by, the negligent acts of the Contractor, its agents, employees, and/or subcontractors, related to the performance, operations or omissions under this agreement and/or the use or occupation of city owned property. The indemnity obligation provided herein shall survive the expiration or termination of this agreement. 68. PROFESSIONAL RESPONSIBILITY All architectural or engineering services to be performed shall be done with the professional skill and care ordinarily provided by competent architects or engineers practicing under the same or similar circumstances and professional license. 69. TEXAS SENATE BILL 219 SUBCHAPTER B ITEMS B AND C (b) A contractor must, within a reasonable time of learning of a defect, inaccuracy, inadequacy, or insufficiency in the plans, specifications, or other design documents, disclose in writing to the person with whom the contractor enters into a contract the existence of any known defect in the plans, specifications, or other design documents that is discovered by the contractor, or that reasonably should have been discovered by the contractor using diligence, before or during construction. In this subsection, ordinary diligence means the observations of the plans, specifications, or other design documents or the improvement to real property that a contractor would make in the reasonable preparation of a bid or fulfillment of its scope of work under normal circumstances. Ordinary diligence does not require that the contractor engage a person licensed or registered under Title 6, Occupations Code, or any other person with specialized skills. A disclosure under this subsection is made in the contractor's capacity as contractor and not as a licensed professional under Title 6, Occupations Code. (c) A contractor who fails to disclose a defect as required by Subsection (b) may be liable for the consequences of defects that result from the failure to disclose. DAVIS BACON WAGE DETERMINATIONS EXHIBIT A General Decision Number: TX20210002 01 /01 /2021 Superseded General Decision Number: TX20200002 State: Texas Construction Types: Heavy and Highway Counties: Armstrong, Carson, Crosby, Ector, Irion, Lubbock, Midland, Potter, Randall, Taylor and Tom Green Counties in Texas. HEAVY & HIGHWAY CONSTRUCTION PROJECTS Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5. 1 (a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/01/2021 * SUTX2011-002 08/02/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER (Paving & Structures) ... $ 13.55 ELECTRICIAN ......................$ 20.96 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 12.36 Structures .................. $ 13.52 1 : 6 Asphalt Raker ...............$ 12.28 Flagger.....................$ 9.30 Laborer, Common .............$ 10.30 Laborer, Utility ............ $ 11.80 Work Zone Barricade Servicer.................... $ 10.30 POWER EQUIPMENT OPERATOR: Asphalt Distributer ......... $ 14.87 Asphalt Paving Machine ...... $ 13.40 Broom and Sweeper ........... $ 11.21 Crane, Lattice Boom 80 Tons or Less ................$ 16.82 Crawler Tractor Operator .... $ 13.96 Excavator, 50,000 lbs or less ........ $ 13.46 Front End Loader Operator, Over 3 CY...................$ 12.77 Front End Loader, 3CY or less ... $ 12.28 LoaderBackhoe..............$ 14.18 Mechanic ....................$ 20.14 Milling Machine .............$ 15.54 Motor Grader, Rough ........ $ 16.15 Motor Grader, Fine .......... $ 17.49 Pavement Marking Machine .... $ 16.42 Reclaimer/Pulverizer........ $ 12.85 Roller, Asphalt .............$ 10.95 Roller, Other ...............$ 10.36 Scraper .....................$ 10.61 Spreader Box ................ $ 12.60 Servicer .........................$ 13.98 Steel Worker (Reinforcing) ....... $ 13.50 TRUCK DRIVER Lowboy -Float ................ $ 14.46 Single Axle ................. $ 12.74 Single or Tandem Axle Dump..$ 11.33 Tandem Axle Tractor with Semi ........................ $ 12.49 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ----------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION EXHIBIT B Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act. EXHIBIT C Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required by the Fair Labor Standards Act. Page Intentionally Left Blank SPECIFICATIONS Page Intentionally Left Blank tubbock+City of iFYdS SPECIFICATIONS 11411 Street Paving Improvements Slide Road to Quaker Avenue for City of Lubbock, Lubbock County, Texas /a 12/15/2021 Kimley-Horn and Associates, Inc. December 2021 1207 Ave F NW, Suite 1 TBPE Reg. # F-928 Office: (940) 937-3423 Childress, Texas 79201 www.kimley-hom.com Fax: (940) 937-2471 SPECIAL CONDITIONS 1141" STREET PAVING IMPROVEMENTS SLIDE ROAD TO QUAKER AVENUE SC-1 SUBSTANTIALLY COMPLETED Add the following to paragraph 9, Substantially Complete, of the General Conditions of the Agreement: For this project, Milestones will be enforced and will be considered Substantially Complete according to the following: Milestone A — All curb and gutter and asphalt paving along 110' Street complete from Slide Road to Quaker Avenue and all lanes of traffic, striped with permanent pavement markings and open to traffic. Milestone B — All remaining items in the contract complete and ready for punch list walk-through. Outside lane closures will be allowed during this milestone but two-way traffic from Slide Road to Quaker Avenue must be maintained at all times through the remainder of the project. Final Completion - Reach Final Completion of the contract including addressing all items identified during the Punch List walk-through within 30 (thirty) CONSECUTIVE CALENDAR DAYS from the completion of the Punch List walk-through. SC-2 CONTRACTOR'S LAYOUT OF WORK Add the following to paragraph 10, Layout, of the General Conditions of the Agreement: The Contractor's responsibility for laying out all work shall include, but not be limited to, surveying services and equipment as needed for horizontal and vertical location and control of the work. A list of vertical and horizontal control points or bench marks in the project vicinity will be furnished to the Contractor. SC-3 KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE Add the following to paragraph 11, Keeping of Plans and Specifications Accessible: The Contractor will be furnished ten (10) copies of the plans and specifications. Additional sets of plans and specifications may be purchased by Contractor at Contractor's expense. [.Y�b1�1►1�.y�►1�Zti:7:� 7�I.� Add the following to Paragraph 13, Lines and Grades: Lines and grades are indicated in the drawings for the Contractor's layout of the work, therefore the Owner's Representative has furnished lines and grades to the Contractor, as part of the Contract Documents. December 2021 SPECIAL CONDITIONS SC - 1 SC-5 SUPERINTENDENCE AND INSPECTION Add the following to paragraph 15, Superintendence and Inspection, of the General Conditions of the Agreement: The Owner's Representative may also appoint contracted individuals and business entities to serve in the capacity of subordinate engineers, supervisors or inspectors. ENGINEER OF RECORD (EOR) is Kimley-Horn and will be available in the following capacities: SC-5.2 Shop Drawings and Samples: Receive samples which are furnished at the site by CONTRACTOR, and notify ENGINEER of availability of samples for examination. Advise ENGINEER and CONTRACTOR of the commencement of any Work requiring a Shop Drawing or sample if the submittal has not been approved by the ENGINEER. SC-5.3 Review of Work, Rejection of Defective Work, Inspections and Tests: Conduct on -site observations of the Work in progress to assist OWNER in determining if the Work is in general proceeding in accordance with the Contract Documents. SC-5.4 Reports: ENGINEER will review periodic reports as required of progress of the Work and of CONTRACTOR's compliance with the progress schedule and schedule of Shop Drawing and sample submittals. fY4r:TKOWIIM0IC�]�i.Y1�J111`/:�►13.Y� � 7 �II�I7�1►[� Add the following to paragraph 16, Contractor's Duty and Superintendence, of the General Conditions of the Agreement. The person representing the Contractor (i.e., superintendent) shall be considered the single, authorized point of contact between the Owner's Representative and the Contractor. Designations of different persons of contact, or contact designations that divide, or attempt to divide, the Contractor's accountability and responsibility under the contract documents shall be grounds for suspending the operations of the Contractor without recourse on the part of the Contractor. The Contractor's designated superintendent shall be physically and locally present until such time as the Owner issues notice of final completion. SC-7 CHARACTER OF WORKERS Add the following to paragraph 18, Character of Workers, of the General Conditions of the Agreement: The provisions regarding the character of workmen shall also include persons of female gender wherever the words "man" or "men" are used. The provisions for character of workmen shall be construed to include, but not be limited to, the Contractor's superintendent, Contractor's subcontracted work forces, subcontractor superintendents, laborers, and supervisors. December 2021 SPECIAL CONDITIONS SC - 2 When such workmen are discharged from the work, such workmen shall not be associated with the work in any capacity or function whatsoever. SC-8 OBSERVATION AND TESTING General Condition Paragraph 21 is retained in its entirety. Add the following to General Condition Paragraph 21, Observation and Testing: Verification sampling and testing shall be performed at the location and frequency established in the "TxDOT Guide Schedule of Sampling and Testing. " SC-9 DEFINITIONS For the following paragraphs of these Special Conditions, ENGINEER shall be defined as the Owner's primary consultant which is "Prime Consultant" and consultants to "Prime", namely "Sub -Consultant". MON IM-914Z l�li UiMLIM� ./]�� LI�l iyai'r' Contractor, and any Subcontractor or Supplier or any other person or organization performing or furnishing any of the work under a direct or indirect contract with Owner (i) shall not have or acquire any title to or ownership rights in any of the drawings, specifications or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, and (ii) shall not reuse any of such drawings, specifications, other documents or copies on extensions of the project or any other project without written consent of the Owner and ENGINEER and specific written verification or adaptation by ENGINEER. SC-11 SUBSURFACE UTILITY INVESTIGATION The ENGINEER conducted subsurface utility investigations through The Rios Group, Inc. and were surveyed by Hugo Reed and Associates, Inc. These subsurface investigations were prepared for design purposes, and any reliance on the data by the Contractor is at the sole risk of the Contractor. Any conclusions, interpretations or opinions based on the data are the sole province of the Contractor. Neither the Owner nor the ENGINEER assumes any liability or responsibility for the various differing subsurface utilities that may be encountered, whether or not shown in samples, soil subsurface utility reports, or Contract Documents. Contractor may not rely upon or make any claim against Owner or Engineer with respect to: the completeness of such reports and drawings for CONTRACTOR's purposes, including but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and program incident thereto, or other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or information. December 2021 SPECIAL CONDITIONS SC - 3 SC-12 UNDERGROUND FACILITIES For the purpose of this Special Provision, Underground Facilities shall be defined as all pipelines, conduits, ducts, wires, cables, manholes, vaults, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the General Conditions of the Agreement: OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and The cost of all the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: • (i) reviewing and checking all such information and data, • (ii) locating all Underground Facilities shown or indicated in the Contract Documents, • (iii) coordination of the Work with the owners of such Underground Facilities during construction, and • (iv) the safety and protection of all such Underground Facilities as provided in paragraph 21 of the General Instructions to Bidders and repairing, to the satisfaction of the facility owner, any damage thereto resulting from the Work. If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby of performing any Work in connection therewith (except in an emergency as required to prevent injury, loss of life, or damage to property), identify the owner of such Underground Facility and give written notice to that owner and to OWNER and ENGINEER. SC-13 SUBSTITUTES AND "OR -EQUAL" ITEMS SC-13.1 Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent or "or -equal" item, or no substitution is permitted, other items of material or equipment of other Suppliers may be accepted by Engineer under the following circumstances: SC-13.2 "Or -Equal": If in ENGINEER'S sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. December 2021 SPECIAL CONDITIONS SC - 4 SC-13.3 Substitute Items: If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph SC-12.2, it will be considered a proposed substitute item. CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Requests for the review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified. The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. SC-13.4 CONTRACTOR'S Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR's expense. SC-13.5 Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph SC-12.3. SC-13.6 Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs SC-12.3 and SC-12.5. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change December 2021 SPECIAL CONDITIONS SC - 5 Order or an approved Shop Drawing. OWNER may require CONTRACTOR to furnish at CONTRACTOR's expense a special performance guarantee of other surety with respect to any "or -equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs SC-12.3 and SC-12.5 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item. MORES 7o[K� 7� � �Z�lI1uI�l�Y16y CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications in good order and annotated to show all changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER. Failure to maintain and safeguard these required documents shall be grounds for the Owner to issue a non-compliance directive to the Contractor and withhold all payments until such non-compliance is remedied. SC-15 SUBMITTAL REVIEW One initial submittal of shop drawings, samples, "or -equal" items and other required submittals and one resubmittal of the same item will be reviewed by the Engineer at no cost to the Contractor. Subsequent reviews for resubmittals of the same item will be reviewed at a cost to the Contractor of $100.00 per man-hour (with a minimum of one man-hour per submittal). Such cost shall be deducted from progress payments to the Contractor and result in a reduction of total contract price. SC-16 PARTIAL PAYMENTS Add the following to paragraph 42, Partial Payments, of the General Conditions of the Agreement: Partial payments requested by the Contractor may include materials delivered, but not yet incorporated into the project. If payment is requested on the basis of materials and equipment not incorporated in the work but delivered and suitably stored at the site, or at another location agreed to in writing, then the application for payment shall also be accompanied by a bill of sale or invoice warranting that the equipment and materials are free and clear of all liens and evidence that the materials and equipment are covered by the appropriate property insurance and other arrangements to protect the Owner's interest therein. Materials and equipment shall not be considered for partial payment if stored where the Owner cannot confirm the quantities or otherwise seize and secure the equipment and materials in the event that the Contractor defaults on the work. Materials and equipment that are eligible for partial payment will be carried as "Materials on Hand" on the partial pay estimates and then moved from "Materials on Hand" to completed items of the work once those materials and equipment are incorporated into the work. Partial payments for completed items of work will reflect adjustments for prior partial payments made to the Contractor, for the same completed items of work, for "Materials on Hand". Partial payments for "Materials on Hand" shall be subject to the five -percent retainage. Only actual invoice December 2021 SPECIAL CONDITIONS SC - 6 amounts and actual freight invoice amounts for delivered items to the locations stated above will be eligible for partial payment as "Materials on Hand". Materials on hand shall be limited to materials manufactured at a manufacturing facility such as precast reinforced concrete pipe (or box), fiberglass pipe, precast manholes, manhole frames and covers, valves, grates, signal masts/arms, light poles, and so forth. Items not considered as materials on hand are those items which require further processing for use in the project such as cements, aggregates, asphalts, fill materials, concrete, riprap, topsoil, sod, seed, earthen materials, paint, glass beads, raised pavement markers, etc. The final determination of whether a substance or item qualifies as materials on hand is the sole province of the Owners representative under General Conditions Paragraph 14. SC-17 DUST CONTROL Sprinkling for dust control shall consist of the authorized application of water or other material approved by the OWNER on those portions of the project as shown on the plans or as directed and as herein specified. It shall be the responsibility of the CONTRACTOR to take preventative measures to eliminate, reduce, or alleviate dust nuisance in the work area. The OWNER will approve the method used. Should the CONTRACTOR fail to control dust as outlined above the OWNER may suspend the work until corrective measures are taken. Water or other material approved by the OWNER shall be furnished by the CONTRACTOR and shall be clean, free from industrial waste and other objectionable matter. Emulsions may be allowed with prior approval by the OWNER. The CONTRACTOR shall furnish and operate a sprinkler equipped truck with positive and rapidly working cutoff valves and approved spray bars, which shall insure the distribution of material in a uniform and controllable rate of application. It shall be the CONTRACTOR'S continuous responsibility to be on call at all times including nights, holidays, weekends, etc. and respond in a timely manner, until acceptance of the project by the OWNER, to maintain the project free of dust in a manner which shall cause the least inconvenience to the public. Dust Control shall be considered as incidental work and shall not be paid for as a separate item; the cost thereof shall be included in such contract pay items as are provided. END SPECIAL CONDITIONS December 2021 SPECIAL CONDITIONS SC - 7 TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS # of Pages 01020 Measurement and Payment....................................................................................................... 4 01027 Applications for Payment.......................................................................................................... 2 01028 Change Order Procedures......................................................................................................... 3 01039 Coordination and Meetings....................................................................................................... 2 01140 Work Restrictions..................................................................................................................... 3 01310 Progress Schedules.................................................................................................................... 2 01322 Photographic Documentation.................................................................................................... 2 01330 Submittal Procedures................................................................................................................ 5 01356 Storm Water Pollution Prevention............................................................................................ 4 01400 Quality Requirements................................................................................................................ 5 01420 References................................................................................................................................. 4 01500 Temporary Facilities and Controls............................................................................................ 6 01555 Barricades, Signs and Traffic Handling.................................................................................... 2 01576 Waste Material Disposal........................................................................................................... 2 01600 Product Requirements............................................................................................................... 3 01700 Contract Closeout...................................................................................................................... 2 02221 Removing Existing Pavements................................................................................................. 2 02260 Excavation Support and Protection........................................................................................... 4 02300 Earthwork..................................................................................................................................8 02318 Borrow...................................................................................................................................... 3 02810 Automatic Irrigation Systems................................................................................................... 8 02900 Seeding......................................................................................................................................5 02920 Lawns and Grasses................................................................................................................... 7 DIVISION 3 — CONCRETE 03300 Cast in Place Concrete ................. DIVISION 4 -16 — Not Used APPLICABLE TxDOT SPECIFICATIONS Item 100 Preparing ROW Item 105 Removing Treated and Untreated Base and Asphalt Pavement Item 110 Excavation Item 132 Embankment Item 160 Topsoil Item 169 Soil Retention Blankets Item 247 Flexible Base Item 310 Prime Coat Item 341 Dense -Graded Hot Mix Asphalt Item 400 Excavation and Backfill for Structure Item 416 Drilled Shaft Foundations Item 432 Riprap Item 450 Railing ............................... 14 December 2021 TABLE OF CONTENTS TC - 1 Item 459 Gabions and Gabion Mattresses Item 462 Concrete Box Culverts and Drains Item 464 Reinforced Concrete Pipe Item 465 Junction Boxes, Manholes, and Inlets Item 466 Headwalls and Wingwalls Item 467 Safety End Treatments Item 481 Pipe for Drains Item 496 Removing Structures Item 506 Temporary Erosion Sedimentation and Environmental Controls Item 529 Concrete Curb, Gutter, and Combined Curb and Gutter Item 531 Sidewalks Item 536 Concrete Medians and Directional Islands Item 560 Mailbox Assemblies Item 610 Road Illumination Assemblies Item 618 Conduit Item 620 Electrical Conductors Item 624 Ground Boxes Item 628 Electrical Services Item 644 Small Roadside Sign Supports and Assemblies Item 666 Reflectorized Pavement Markings Item 668 Prefabricated Pavement Markings Item 677 Eliminating Existing Pavement Markings and Markers APPENDIX A — Items and Pertinent Specifications APPENDIX B — TxDOT Guide Schedule of Sampling and Testing APPENDIX C — Geotechnical Report REFERENCES City of Lubbock Engineering Minimum Design Standards and Specifications (2018) TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (2014) December 2021 TABLE OF CONTENTS TC - 2 DIVISION 1— GENERAL REQUIREMENTS December 2021 DIVISION 1 — GENERAL REQUIREMENTS SECTION 01020 MEASUREMENT AND PAYMENT PART 1 -GENERAL SCOPE The following sections shall be used to define measurements and payments for this project. The unit price bid on each item as stated in the bid proposal shall include furnishing all labor, superintendence, machinery, equipment, and materials except as otherwise specified, necessary or incidental to complete the various items of work in accordance with the plans and specifications. Cost of work or materials shown on the plans or called for in the specifications for which no separate bid item is indicated shall be considered subsidiary to the various bid items. Payment will not be made for any item that is not complete, including all associated incidental work. Only those items indicated on bid documents and plan sheets will be included for construction and payment. ROADWAY PAY ITEMS 1.1 REMOVE CONC (PAV) Removing concrete pavement will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.2 REMOVE CONC (SIDEWALKS) Removing concrete sidewalks will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.3 REMOVE CONC (DRIVEWAY) Removing concrete driveway will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.4 REMOVE CONC (CURB AND GUTTER) Removing concrete curb and gutter will be measured by the linear foot (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the linear footage of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. December 2021 MEASUREMENT AND PAYMENT 01020 - 1 1.5 REMOVE CONC (MISCELLANEOUS) Removing miscellaneous concrete will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.6 REMOVING CONC (FLUME) Removing concrete flumes will be measured by the square yard (regardless of thickness). The unit price bid is full compensation for breaking the concrete, incidental asphalt repair, loading, hauling and salvaging or legally disposing of the material, equipment, labor, tools and incidentals necessary to complete the work. The Contractor shall ensure that the Owner has the opportunity to measure the area of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. 1.7 DRILL SEEDING (PERM) (RURAL) (SANDY) This item will be measured by square yard complete in place. The work performed and the materials furnished in accordance with this item will include furnishing seed, mulch, fertilizer, top soil preparation and watering until Owner determines that grass is established, all materials, equipment, labor, tools and incidentals, planted in place. 1.8 ADJUSTING MANHOLES AND WATER VALVES Measurement will be made by each manhole or water valve to be adjusted. Payment for adjustments 12" or less will be subsidiary to the most pertinent items. Payment for adjustments greater than 12" vertically up or down will be paid at the unit price bid per each manhole or water valve adjusted. 1.9 4" TYPE B HMAC Measurement will be made of the area, in square yards, of asphalt paving actually constructed. Payment will be made at the unit price bid per square yard for the depth shown on the typical sections. The unit price bid shall include furnishing and installing all materials, prime coat, compaction and all incidentals necessary to complete the work. For additional information refer to TxDOT Specification Item 341 — Dense -Graded Hot -Mix Asphalt. 1.10 2" TYPE C HMAC Measurement will be made of the area, in square yards, of asphalt paving actually constructed. Payment will be made at the unit price bid per square yard for the depth shown on the typical sections. The unit price bid shall include furnishing and installing all materials, tack coats, compaction and all incidentals necessary to complete the work. For additional information refer to TxDOT Specification Item 341— Dense -Graded Hot -Mix Asphalt. 1.11 9" CONTINUALLY REFINFORCED CONCRETE PAVEMENT Measurement will be made of the area, in square yards, of concrete paving actually constructed. Payment will be made at the unit price bid per square yard for the depth shown on the typical sections. The unit price bid shall include furnishing and installing all materials, compaction and all incidentals necessary to complete the work. For additional information refer to TxDOT Specification Item 360 — Dense -Graded Hot -Mix Asphalt. December 2021 MEASUREMENT AND PAYMENT 01020 - 2 1.12 CONCRETE INTERSECTIONS Measurement will be made of the area, in square yards, of concrete intersections. Intersections will be paid for at the unit price bid per square yard. Curb on intersections will be included in the area measured for the slab and will not be paid as a separate item. The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, curbing, reinforcement, forming, finishing, joint cutting, joint sealing, and all incidentals necessary to complete the work. High Early Strength (HES) concrete paving will not be paid for separately. If HES concrete is used it will be paid for using the priced bid per square yard for concrete intersection 1.13 CONCRETE DRIVEWAYS Measurement will be made of the area, in square yards, of driveways. Driveways will be paid for at the unit price bid per square yard. Curb on driveways will be included in the area measured for the slab and will not be paid as a separate item. The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, curbing, reinforcement, forming, finishing, joint cutting, joint sealing, and all incidentals necessary to complete the work. 1.14 RIGHT OF WAY RENOVATIONS Payment will be made at the unit price bid per lump sum for right of way renovations. The contractor will not be responsible for any landscaping work in the limits from south side of south sidewalk to the south limits of the drainage easement within the limits starting at approximately Sta 12+27 to Sta 41+45. Stormwater BMPs will be reduced by respective measurement amounts in these limits. OTHER PAY ITEMS 1.15 TRAFFIC CONTROL Payment will be made at the unit price bid per month for traffic control measures actually installed in accordance with Division 1 Section 01555. Partial payment will be made on a pro-rata basis as a percentage of the construction contract duration. The sum of the partial payments made for traffic control shall not exceed 90% of the extended bid price for traffic control prior to the termination of the construction contract. No partial payment will be made for partial traffic control measures. Payment shall not be made for this item where the Owner determines a lack of evidence that traffic control was used, or that the measures installed do not meet the requirements of the plans. No additional payments will be allowed where traffic control is required because of work being remedied due to not meeting the requirements of the plans and specifications. The contractor shall provide two project signs as part of this pay item. Work zone pavement markings and associated striping and buttoning for the movement of traffic during construction phasing shall be subsidiary to this pay item. Temporary paving shown in plans and any additional temporary paving required during construction shall be subsidiary to this pay item. 1.16 MOBILIZATION A. The cost for mobilization shall be limited to no more than 5% of the Contract amount for construction items (materials and labor) bid for this project. B. Mobilization shall include costs associated with move -in related equipment and labor, bid bond, performance and construction bonds and insurance related for this project. This would include the establishment and removal of offices, plants and facilities, movement of personnel, equipment, and supplies to and from the project or the vicinity of the project site to December 2021 MEASUREMENT AND PAYMENT 01020 - 3 begin work or complete work on Contract Items. This Item will be measured by the lump sum as the work progresses. C. Payment. Partial payments of the lump sum bid for mobilization will be as follows. The adjusted Contract amount for construction Items as used below is defined as the total Contract amount less the lump sum for mobilization. 1. Payment will be made upon presentation of a paid invoice for the payment bond, performance bond, and required insurance. The combined payment for bonds and insurance will be no more than 10% of the mobilization lump sum. 3. When 1 % of the adjusted Contract amount for construction Items is earned, 50% of the mobilization lump sum bid will be paid. Previous payments under this Item will be deducted from this amount. 4. When 5% of the adjusted Contract amount for construction Items is earned, 75% of the mobilization lump sum bid will be paid. Previous payments under the Item will be deducted from this amount. 5. When 10% of the adjusted Contract amount for construction Items is earned, 90% of the mobilization lump sum bid will be paid. Previous payments under this Item will be deducted from this amount. 6. Payment for the remainder of the lump sum bid for "Mobilization" will be made on the final estimate after final acceptance of the project. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used ICI1Z6J=0611 OWIto]towel December 2021 MEASUREMENT AND PAYMENT 01020 - 4 SECTION 01027 APPLICATIONS FOR PAYMENT PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Procedures for preparation and submittal of Applications for Payment. 1.3 RELATED SECTIONS A. Agreement: Contract Sum/Price and unit prices. B. General Conditions: Progress Payments and Final Payment. C. Section 01020 - Measurement and Payment. D. Section 01028 - Change Order Procedures. E. Section 01330 - Submittal procedures. F. Section 01700 - Contract Closeout. 1.4 FORMAT A. EJCDC 1910-8-E -Application for Payment including continuation sheets when required, or Owner forms, or Owner -approved form of the Contractor. B. For each item, provide a column for listing: Item Number; Description of work; Scheduled Value, Previous Applications; Work in Place; Authorized Change Orders; Total Completed; Percentage of Completion; Balance to Finish; and Retainage. 1.5 PREPARATION OF APPLICATIONS A. Present required information in typewritten form or computer generated Excel Spreadsheet. B. Execute certification by signature of authorized officer. C. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products. D. List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original item of Work. E. Prepare Application for Final Payment as specified in Section 01700. 1.6 SUBMITTAL PROCEDURES A. Submit four copies of each Application for Payment. B. Submit an updated construction schedule with each Application for Payment. Payment will not be made until an up-to-date schedule is received. C. Payment Period: Submit at intervals stipulated in the Agreement. December 2021 APPLICATIONS FOR PAYMENT 01027 - 1 1.7 SUBSTANTIATING DATA A. When Engineer requires substantiating information, submit data justifying dollar amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item by number and description. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 APPLICATIONS FOR PAYMENT 01027 - 2 PART 1 -GENERAL 1.1 1.2 1.3 1.4 1.5 SECTION 01028 CHANGE ORDER PROCEDURES RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. SECTION INCLUDES A. Submittals. B. Documentation of change in Contract Sum/Price and Contract Time. C. Change procedures. D. Construction Change Authorization E. Stipulated Price change order. F. Unit price change order. G. Time and material change order. H. Execution of change orders. I. Correlation of Contractor submittals. RELATED SECTIONS A. Section 01027 -Applications for Payment. B. Section 01330 -Submittal Procedures. C. Section 01600 -Product Requirements. D. Section 01700 -Contract Closeout. SUBMITTALS A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. B. Change Order Forms: EJCDC 1910-8-B Change Order, Owner's form, or other form approved by Owner. DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT TIME A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work. B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. C. Provide additional data to support computations: 1. Quantities of products, labor, and equipment. 2. Taxes, insurance and bonds. December 2021 CHANGE ORDER PROCEDURES 01028 - 1 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. 6. If subcontracted, provide subcontractor documentation according to General Contract Conditions and this specification. Show Contractor markup on subcontractor changes. D. Support each claim for additional costs, and for work done on a time and material basis, with additional information: 1. Origin and date of claim. 2. Dates and times work was performed, and by whom. 3. Time records and wage rates paid. 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. Show Contractor markup on subcontractor work. 1.6 CHANGE PROCEDURES A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by the Contract by issuing supplemental instructions by letter. B. The Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications and a change in Contract Time for executing the change. Contractor will prepare and submit an estimate within 7 days. C. The Contractor may propose a change by submitting a request for change to the Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 01600. 1.7 CONSTRUCTION CHANGE AUTHORIZATION A. Engineer may issue a document, signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. The document will describe changes in the Work, and will designate method of determining any change in Contract Sum/Price or Contract Time. C. Promptly execute the change in Work. 1.8 STIPULATED PRICE CHANGE ORDER A. Based on Proposal Request and Contractor's maximum price quotation or Contractor's request for a Change Order as approved by Engineer. A. For pre -determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. December 2021 CHANGE ORDER PROCEDURES 01028 - 2 B. For unit costs or quantities of units of work which are not pre -determined, execute Work under a Construction Change Authorization. C. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order. 1.10 TIME AND MATERIAL CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. B. Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents. C. Maintain detailed records of work done on Time and Material basis. D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. 1.11 EXECUTION OF CHANGE ORDERS A. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.12 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum/Price. B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub -schedules to adjust time for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 CHANGE ORDER PROCEDURES 01028 - 3 PART 1 -GENERAL 1.1 1.2 1.3 1.4 SECTION 01039 COORDINATION AND MEETINGS RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. SECTION INCLUDES A. Coordination. B. Preconstruction meeting. C. Progress meetings. COORDINATION A. Coordinate scheduling, submittals, and work of the various Sections of the Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. B. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion. C. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PRECONSTRUCTION MEETING A. Contractor will schedule a meeting with the required attendees. B. Attendance Required: Owner, Engineer, Contractor and major Subcontractors. C. Agenda: 1. Distribution of executed Contract Documents. 2. Submission of list of Subcontractors, list of products and progress schedule. 3. Designation of personnel representing the parties in Contract and the Engineer. 4. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders and Contract closeout procedures. 5. Schedules. 6. Scheduling activities of construction testing lab. 7. Use of premises by Owner and Contractor. 8. Owner's requirements. 9. Construction facilities and controls provided by Owner. 10. Security and housekeeping procedures. 11. Procedures for testing. 12. Procedures for maintaining record documents. December 2021 COORDINATION AND MEETINGS 01039 - 1 13. Inspection and acceptance of equipment or improvements put into service during construction period. 14. Other items as deemed necessary by Owner or Engineer. D. Contractor will record minutes and distribute copies to participants. 1.5 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum bi-weekly intervals. B. Contractor will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings. C. Attendance Required: Owner's representative, Job superintendent, major Subcontractors and suppliers, Engineer, as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off -site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. E. Contractor will record minutes and distribute copies to participants. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 COORDINATION AND MEETINGS 01039 - 2 SECTION 01140 WORK RESTRICTIONS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Use of premises. B. Special scheduling requirements. C. Working period. D. Noise restrictions. E. Advance Notice. F. Water for Construction. 1.3 USE OF PREMISES A. Use of Site: Limit use of premises to work within defined right-of-way and easements shown on the plans. Do not disturb portions of site beyond areas in which the Work is indicated. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to employees and emergency vehicles at all times, except when construction is immediately at that vicinity. Do not use these areas for parking or storage of materials. a. Schedule construction to minimize obstruction of driveways and entrances. 1.4 SPECIAL SCHEDULING REQUIREMENTS A. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. B. Permission to interrupt any utility service shall be requested in writing a minimum of 14 calendar days prior to the desired date of interruption. C. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations. 1.5 WORKING PERIOD A. Working Hours -Regular working hours shall be within an 11-hour period between 7:00 a.m. and 6:00 p.m., Monday through Friday, and an eight -hour period between 9:00 a.m. and 5:00 p.m. on Saturday. Saturday work shall be restricted to those activities that do not require observation by the Owner. The Owner reserves the right, at the Owner's discretion, to not allow work when it interferes with holiday times. No work shall be performed on the following holiday periods or days: New Year's Day (observed) December 2021 WORK RESTRICTIONS 01140 - 1 2. Memorial Day Holiday (observed) 3. Independence Day Holiday (observed) 4. Labor Day Holiday (observed) 5. Thanksgiving Day Holiday plus the day before and the three days following Thanksgiving Day. 6. Christmas week. If Christmas Day falls on a Saturday, this will be defined as the week leading to Christmas Day. If Christmas Day falls on a Sunday, this will be defined as the week following Christmas Day plus the Friday and Saturday prior to Christmas Day. B. Work Outside Regular Hours -Work outside regular working hours requires Owner's approval. Make application 21 calendar days prior to such work to allow arrangements to be made by the Owner for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Owner may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Owner. Lighting shall be such that it does not cause nuisance conditions. C. The drawings contain specific requirements that affect certain areas of the work. 1.6 NOISE RESTRICTIONS A. 75 dB limit at face of nearest structure during normal daylight hours. B. 65 dB limit at face of nearest structure during evening and nighttime hours in or near residential areas and for 24-hour working conditions that have received Owner approval. Evening and nighttime hours shall be defined as 6:00 p.m. to 7:00 a.m. C. Contractor shall keep on site OSHA -approved hand portable sound measurement equipment for both the Owner's and the Contractor's use for measuring noise levels. 1.7 ADVANCE NOTICE A. Contractor shall provide a minimum of five business days advance written notice of construction to businesses and residences along the construction route. 1. The advance written notice shall be in the form of a single -page flyer to be placed by hand by the Contractor's forces in mailboxes, door handles or handed to applicable individuals at each route building. 2. The text for the advance written notice will be provided by the Owner in written form and electronic form. 3. Reproduction shall be at the Contractor's expense. 4. Distribution shall be at the Contractor's expense. 5. Single -page flyers shall be of a paper or post -card color other than white to direct the recipient's attention to the information. 6. The text shall contain the anticipated beginning date of inconvenience to the recipient and the anticipated duration of that inconvenience. 7. The dates shall encompass the duration of driveway inconveniences and potential noise to the recipients on a single city block (i.e., the dates and durations shall reflect the time that the city block of interest will be affected by non-trafficability, fence openings, irrigation system shutdown, etc.). December 2021 WORK RESTRICTIONS 01140 - 2 B. Prior to closing any street or thoroughfare for any length of time, the Contractor shall notify the following a minimum of 5 business days in advance: 1. All Emergency Services - Fire, Police, EMS 2. City of Lubbock Solid Waste Department 3. Lubbock Cooper Independent School District 4. Durham Transportation 5. TxDOT 6. Lubbock Avalanche Journal 7. United States Postal Service 8. Press release for local radio and television stations 1.8 WATER FOR CONSTRUCTION A. Obtaining water for construction is Contractor's sole responsibility. B. Water is available from the potable water system of the City of Lubbock for construction purposes. The Contractor is responsible for all charges and arrangements for water consumption from the potable water system. The Contractor shall make such arrangements directly with the City of Lubbock Water Utilities Department. The City will furnish potable water free of charge for the construction work. Contractor is responsible for any required metering and hauling. C. Water from park area lakes shall not be used for construction. D. This section does not preclude Contractor from seeking other water sources for use in construction. Such water sources shall meet the purity requirements for the intended use. Such arrangements for water from other sources are the responsibility of the Contractor. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION 3.1 WORK AREA LIMITS A. Prior to any construction, the Contractor shall mark the areas that need not be disturbed under this contract. Isolated areas within the general work area which are to be saved and protected shall also be marked or fenced. Monuments and markers shall be protected before construction operations commence. Where construction operations are to be conducted during darkness, the markers shall be visible. The Contractor's personnel shall be knowledgeable of the purpose for marking and/or protecting particular objects. END OF SECTION 01140 December 2021 WORK RESTRICTIONS 01140 - 3 SECTION 01310 PROGRESS SCHEDULES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Format. B. Content. C. Revisions to schedules. D. Submittals. E. Distribution 1.3 RELATED SECTIONS A. Section 01100 -Summary of Work. B. Section 01027 -Applications for Payment. C. Section 01330 -Submittal Procedures. 1.4 FORMAT A. Sequence of Listings: The chronological order of the start of each item of Work. B. Scale and Spacing: To provide space for notations and revisions. C. Sheet Size: Minimum 8 1/2 x 11 inches, maximum l lxl7 inches. D. Maintain monthly updates to schedule. 1.5 CONTENT Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. A. Identify each item by specification Section number. B. Provide sub -schedules to define critical portions of the entire Schedule. C. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month. D. Provide separate schedule of submittal dates for shop drawings, product data, samples, and dates reviewed submittals will be required from Engineer. 1.6 REVISIONS TO SCHEDULES A. Indicate progress of each activity to date of submittal, and projected completion date of each activity. December 2021 PROGRESS SCHEDULES 01310 - 1 B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect. 1.7 SUBMITTALS A. Submit initial Schedules within 10 days after date established in Notice to Proceed. After review, resubmit required revised data within 10 days. B. Submit revised Progress Schedules with each Application for Payment. C. Submit the number of opaque reproductions which Contractor requires, plus two copies which will be retained by Engineer. 1.8 DISTRIBUTION A. Distribute copies of reviewed Schedules to Engineer's project file, Subcontractors, suppliers, and other concerned parties. B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in Schedules. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 PROGRESS SCHEDULES 01310 - 2 SECTION 01322 PHOTOGRAPHIC DOCUMENTATION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for the following: 1. Preconstruction photographs. 2. Periodic construction photographs. 3. Preconstruction videotapes. 4. Periodic construction videotapes. B. Related Sections include the following: 1. Section 1330 - Submittal Procedures 1.3 SUBMITTALS A. Submit two complete sets of preconstruction photographs, 2 CD's, or one video file to Engineer. Photographs will be retained by the Owner and the Engineer. 1. Identification: On back of each print or CD, provide an applied label or rubber-stamped impression with the following information: a. Name of Project. b. Name of Engineer. d. Name of Contractor. e. Date photograph was taken. f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction or photo map with photo number and direction indicated graphically. 2. Digital Images: Submit a complete set of digital image electronic files with each submittal of prints. Identify electronic media with date photographs were taken. PART 2 -PRODUCTS Not Used December 2021 PHOTOGRAPHIC DOCUMENTATION 01322 - 1 PART 3 -EXECUTION 3.1 PHOTOGRAPHS, GENERAL A. Field Office Prints: Retain one set of prints of preconstruction photographs in the field office at Project site, available at all times for reference. Identify photographs the same as for those submitted to Engineer. 3.2 CONSTRUCTION PHOTOGRAPHS A. Preconstruction Photographs: Before starting construction, take color photographs of Project site and surrounding properties from different vantage points, or as directed by Engineer. 1. Take photographs to show existing conditions adjacent to the property before starting the Work. 2. Take photographs of existing structures either on or adjoining the property to accurately record the physical conditions at the start of construction. B. Periodic Construction Photographs: As needed to document damage either directly related to or inadvertently related to the Contractor's operations, photograph the area in question and provide to Engineer. 3.3 CONSTRUCTION VIDEOS, GENERAL A. Narration: Describe scenes on video by audio narration by microphone while video is recorded. Include description of items being viewed, recent events, and planned activities. Describe vantage point, indicating location, and direction (by compass point). 3.4 CONSTRUCTION VIDEOS A. Preconstruction Video: Before starting construction, record video of Project site and surrounding properties from different vantage points, or as directed by Engineer. 1. Show existing conditions on and adjacent to Project site before starting the Work. 2. Show existing structures either on or adjoining Project site to accurately record the physical conditions at the start of construction. 3. Existing condition videos shall cover the entire project route. 4. Show protection efforts by Contractor. B. Periodic Construction Documentation: As needed to document damage either directly related to or indirectly related to the Contractor's operations, video the area in question and provide to Engineer. END OF SECTION 01322 December 2021 PHOTOGRAPHIC DOCUMENTATION 01322 - 2 SECTION 01330 SUBMITTAL PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. �WlllLIL/_\'Ali A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Owner's or Engineer's responsive action. Submittals may be rejected for not complying with requirements. B. Informational Submittals: Written information that does not require Owner's or Engineer's approval. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Owner and Engineer reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. B. Submittals Schedule: Comply with requirements in Section 01310 "Progress Schedules" for list of submittals and time requirements for scheduled performance of related construction activities. C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner's or Engineer's receipt of submittal. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Owner or Engineer will advise Contractor when a submittal being processed must be delayed for coordination. 2. If more than five submittals are transmitted for review within any five-day period, the time allowed for review will be increased to 21 days. 3. Concurrent Review: Where concurrent review of submittals by Engineer's consultants, Owner, or other parties is required, allow 21 days for initial review of each submittal. December 2021 SUBMITTAL PROCEDURES 01330 - 1 4. If intermediate submittal is necessary, process it in same manner as initial submittal. 5. Allow 15 days for processing each resubmittal. Each resubmittal will count toward the submittal count in any five-day period in paragraph 1 A.C.2 above. 6. No extension of the Contract Time will be authorized because of failure to transmit submittals sufficiently in advance of the Work to permit processing. D. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 x 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Owner or Engineer. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. c. Name and address of Owner. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer, if different than supplier. h. Unique identifier, including revision number. i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Other necessary identification. E. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. F. Additional Copies: Submit electronic PDF's or if hard copy, five (5) copies to Owner or Engineer. Submit additional copies if required by Contractor for his work. Unless additional copies are required for final submittal, and unless Owner or Engineer observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal if approved by Owner or Engineer. G. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a consecutively numbered transmittal form. Owner and/or Engineer will return submittals received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Owner or Engineer on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Transmittal Form: Use Contractor's business transmittal form. Provide locations on form for the following information: a. Project name. b. Date. c. Submittal number. d. Destination (To:). December 2021 SUBMITTAL PROCEDURES 01330 - 2 e. Source (From:). f. Names of subcontractor, manufacturer, and supplier. g. Category and type of submittal. h. Submittal purpose and description. i. Submittal and transmittal distribution record. j. Remarks. k. Signature of transmitter. H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. I. Use for Construction: Use only final submittals with mark indicating action taken by Owner or Engineer in connection with construction. PART 2 -PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. Number of Copies: Submit five copies of each submittal, unless otherwise indicated. The five copies will be retained by the Owner or Engineer. Any additional copies that the Contractor may need for his operations will be in addition to the five copies required. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's product specifications. b. Manufacturer's installation instructions. c. Standard color charts. d. Manufacturer's catalog cuts. e. Printed performance curves. f. Compliance with recognized testing agency standards. g. Application of testing agency labels and seals. h. Notation of coordination requirements. C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Schedules. December 2021 SUBMITTAL PROCEDURES 01330 - 3 e. Design calculations. f. Compliance with specified standards. g. Notation of coordination requirements. h. Notation of dimensions established by field measurement. 2. Sheet Size: Submit Shop Drawings on sheets at least 8-1/2 by 1 I inches but no larger than 11 x 17 inches. 3. Number of Copies: Submit five copies of each shop drawing submittal. Owner and Engineer will retain all five copies. 2.2 INFORMATIONAL SUBMITTALS A. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. B. Manufacturer's Field Reports: Prepare written information documenting factory -authorized service representative's tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory -authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. C. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. D. Construction Videotapes: Comply with requirements in Section 01322 "Photographic Documentation". PART 3 -EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Owner or Engineer. December 2021 SUBMITTAL PROCEDURES 01330 - 4 B. Approval Stamp: Stamp each submittal with a uniform approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 OWNER'S AND ENGINEER'S ACTION A. General: Owner or Engineer will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Owner or Engineer will review each submittal, make marks to indicate corrections or modifications required, and return it. Owner or Engineer will provide an action review sheet and will mark appropriately to indicate action to be taken, as follows: 1. No exception taken. 2. Make corrections noted. 3. Revise and resubmit. 4. Rejected. 5. The submittal review by the Engineer indicates that the Engineer checked for: a. General conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; and performing his work in a satisfactory manner. C. Informational Submittals: Owner or Engineer will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. D. Submittals not required by the Contract Documents will not be reviewed and may be discarded. END OF SECTION 01330 December 2021 SUBMITTAL PROCEDURES 01330 - 5 SECTION 01356 STORM WATER POLLUTION PREVENTION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 GENERAL A. The Contractor shall implement the Storm Water Pollution Prevention measures specified in the Storm Water Pollution Prevention Plan (SWP3) in a manner which will meet the requirements of the Texas Pollution Discharge Elimination System (TPDES) General Permit No. TXR150000. The Contractor shall be responsible for any fines or penalties assessed by the appropriate regulatory agency for failure to make required inspections, failure to properly document those inspections, failure to adequately implement and adjust the storm water pollution prevention measures specified in the SWP3 to adequately control pollutants, and/or any other fines or penalties assessed by TCEQ or EPA for failure to comply with any part of the permit requirements. The Contractor shall submit a Notice of Intent and a Notice of Termination independently of the Owner. B. The document provided in the plans is to serve as a skeleton for the Storm Water Pollution Prevention Plan and is provided only as a convenience to the Contractor. It is the Contractor's responsibility to ensure that his Storm Water Pollution Prevention Plan is in full compliance with the TPDES permit. The Contractor shall modify the document as necessary to show implementation plans, dates of construction activities, best management practices, inspection reports, and any other information pertinent to the plan or otherwise required to ensure that the plan remains in compliance with permit. C. Fines levied against the Owner by the TCEQ for the Contractor's failure to comply with and maintain the SWP3 shall be paid by the Contractor. D. Storm water must be adequately routed during construction operations in the same general direction as currently occurs. 1.3 EROSION AND SEDIMENT CONTROLS A. General 1. Structural measures shall be implemented to divert flows from exposed soils, temporarily store flows, or otherwise limit run-off and the discharge of pollutants from exposed areas of the site. Structural practices shall be implemented as specified in the SWP3 and in a timely manner during the construction process to minimize erosion and sediment run-off. B. Stabilized Ingress/Egress 1. Stabilized access to and from the construction site shall be installed as soon as practical and in accordance with the SWP3. December 2021 STORM WATER POLLUTION PREVENTION 01356 - 1 2. In all cases, Contractor shall ensure that any soil tracked off -site is cleaned from existing roads, alleys, and any adjacent properties as soon as possible. The Contractor or other responsible party shall check for any pollutants (mud, silt, sand, cement, construction materials, etc.) tracked or washed off -site and perform necessary clean-up measures at the end of each work day. C. Silt Fences/Diversion Berms 1. The Contractor shall provide silt fences and/or diversion berms as a temporary structural practice to minimize erosion and sediment runoff. Silt fences and/or diversion berms shall be properly installed to effectively retain sediment immediately after completing each phase of work where erosion would occur in the form of sheet and rill erosion (e.g. clearing and grubbing, excavation, embankment, and grading). D. Biodegradable Logs: 1. Provide commercially available biodegradable logs manufactured from rice straw, excelsior wood fiber, coconut fiber, jute or other biodegradable material bound with an open mesh fabric of jute or light -weight plastic. The Engineer will accept the biodegradable logs based on compliance with dimensional and other requirements shown in the Contract Documents, and visual inspection of the installed material. E. Sand/Gravel Bags 1. The Contractor may provide sand/gravel bags as a temporary structural practice to minimize erosion and sediment runoff. Bags shall be properly placed to effectively retain sediment immediately after completing each phase of work (e.g., clearing and grubbing, excavation, embankment, and grading) in each independent runoff area (e.g., after clearing and grubbing in an area between a ridge and drain, bags shall be placed as work progresses, bags shall be removed/replaced/relocated as needed for work to progress in the drainage area). Sand/gravel bags must remain in good condition, or they shall be replaced. F. Site Stabilization 1. Contractor shall disturb the least amount of site area as possible. 2. Stabilization measures may include, but are not limited to, any of the following measures: a. temporary or permanent seeding or sodding, b. mulching, c. geotextiles, d. vegetative buffer strips, e. paving. Stabilization measures shall be implemented in accordance with the SWP3. PART 2 -PRODUCTS 2.1 COMPONENTS FOR SILT FENCES A. Filter Fabric 1. The geotextile shall comply with the requirements of ASTM D 4439, and shall consist of polymeric filaments which are formed into a stable network such that filaments December 2021 STORM WATER POLLUTION PREVENTION 01356 - 2 retain their relative positions. The filament shall consist of a long -chain synthetic polymer composed of at least 85 percent by weight of ester, propylene, or amide, and shall contain stabilizers and/or inhibitors added to the base plastic to make the filaments resistant to deterioration due to ultraviolet and heat exposure. Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range of 0 to 120 degrees F. The filter fabric shall meet the following requirements: FILTER FABRIC PHYSICAL FOR SILT FENCE PROPERTY TEST PROCEDURE REQUIREMENT Grab Tensile ASTM D 4632 100 lbs. min. Elongation ASTM D 4632 30% max. Trapezoid Tear ASTM D 4533 55 lbs. min. Permittivity ASTM D 4491 0.2 sec-' AOS (U.S. Std. Sieve) ASTM D 4751 20-100 B. Silt Fence Stakes and Posts The Contractor may use either wooden stakes or steel posts for fence construction. Wooden stakes utilized for silt fence construction shall have a minimum cross section of 2 inches by 2 inches when hardwood is used and 2 inches by 4 inches when pine is used, and shall have a minimum length of 4 feet. Steel posts (standard "U" or "T" section) utilized for silt fence construction shall have a minimum weight of 1.33 pounds per linear foot and a minimum length of 4 feet. C. Biodegradable Logs Stakes Only wooden stakes may be used for staking of biodegradable logs. Wooden stakes utilized for biodegradable logs construction shall have a minimum cross section of 2 inches by 2 inches when hardwood is used and 2 inches by 4 inches when pine is used, and shall have a minimum length of 4 feet. D. Identification Storage and Handling Filter fabric shall be identified, stored and handled in accordance with ASTM D 4873. PART 3 -EXECUTION 3.1 STORM WATER POLLUTION PREVENTION PLAN A. The Storm Water Pollution Prevention Plan (SWP3) will be provided by the Contractor. Contractor must keep a copy of the SWP3 on site at all times. B. A completed Notice of Intent (NOI) form must be submitted a minimum of 48 hours prior to start of construction. No work will be permitted until NOI is filed. December 2021 STORM WATER POLLUTION PREVENTION 01356 - 3 C. Contractor shall maintain SWP3 in accordance with the TPDES permit to ensure that the SWP3 reflects current project conditions and remains in compliance with the TPDES permit. D. A completed Notice of Termination (NOT) form must be submitted prior to finalization of this contract. E. The Contractor shall furnish Owner with copy of NOI and NOT. END OF SECTION 01356 December 2021 STORM WATER POLLUTION PREVENTION 01356 - 4 SECTION 01400 QUALITY REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Construction materials testing services will be provided by the Owner in order to verify compliance with requirements specified or indicated. These services do not relieve the Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality control requirements for individual construction activities are specified in the sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's quality control procedures that facilitate compliance with the Contract Document requirements. 1.3 DEFINITIONS A. Construction Materials Testing (CMT): CMT includes collecting of samples, performing Well-defined test procedures, and reporting of such data. The Contractor will provide CMT for this project. 1. Quality Control Services: Tests, inspections, procedures, and related actions performed by the Contractor during and after execution of the Work with results provided to the Engineer to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Engineer. B. Construction Materials Engineering (CME): The assessment of a construction material for quality, appropriateness and acceptability is considered an engineering activity. The Contractor will not provide CME services for this project. CME services will be performed by the Engineer. 1. Quality -Assurance Services: Activities, actions and procedures performed by the Contractor before and during execution of the Work. Engineer will determine if the results of the Contractor's activities, actions and procedures are acceptable in guarding against defects and deficiencies and in ensuring that proposed construction complies with requirements. 1.4 SUBMITTALS A. Qualification Data: For individuals employed by Contractor who will perform testing as required by the various specification Sections, submit at least 30 days prior to being used on the project the capabilities and experience of such individuals and the types of tests that the individual is qualified to perform. For outside testing agency employed by Contractor, submit at least 30 days prior to being used on the project the name, address and manager of December 2021 QUALITY REQUIREMENTS 01400 - 1 1.5 such testing agency and the types of tests that the agency is qualified to perform. Such testing agency shall be acceptable to Owner prior to being used on the project. B. Reports: Testing Agency will prepare and submit written reports within 14 days following the date of the test that include the following: 1. Date of issue. 2. Project title and number. 3. Name, address and telephone number of testing agency. If individual employed by Contractor, use Contractor's name, address and telephone number. 4. Dates and locations of samples and tests. 5. Names of individuals making tests. 6. Description of the work and test method. 7. Identification of material, product and specification Section. 8. Complete test data. 9. Test results. 10. Ambient conditions at time of sample taking and testing. 11. Provide a statement indicating if the test passed or failed according to the specified Contract Document requirements and the applicable specification Section. 12. Name and signature of individual performing the test if employee of Contractor, or name and signature of testing agency responsible person. C. Professional Engineer Qualifications: Where a Professional Engineer is required in the specification Sections, this means a Professional Engineer who is legally qualified to practice in the jurisdiction where the project is located and who is experienced in providing engineering services of the kind indicated. D. Testing Agency or Contractor Employee Qualifications: An agency selected by the Owner with the experience and capability to conduct testing indicated, according to reference standards, and that has the capability and experience in the types of tests to be performed. E. Preconstruction Testing: Testing agency shall perform preconstruction testing with specified requirements for performance and test methods. The Contractor shall not perform preconstruction testing except through a third -party testing agency. F. Testing Agency Responsibilities: Submit written report containing the results of each test to Contractor. State in each report whether tested work passes or fails the specified Contract Document requirements and the applicable specification section. QUALITY CONTROL A. Owner Responsibilities: Where quality control services are indicated as Owner's or Engineer's responsibility, such services may be performed by Owner's own forces or by a qualified testing agency to perform these services. 1. Owner or Engineer will furnish Contractor with names, addresses and telephone numbers of testing agencies engaged by Owner. 2. Owner may elect to have own forces, or a third -party testing agency, observe and report on competency of Contractor's personnel performing quality control testing, inspect and report on Contractor's quality control testing equipment and the calibration of that equipment, and inspect and report on Contractor's procedures for quality assurance of construction materials tests and test reports. December 2021 QUALITY REQUIREMENTS 01400 - 2 3. Results from tests performed by Owners forces or third party testing agency remain the property of the Owner. The third -party agency personnel are obligated to report results of such tests only to the Owner or Engineer, not the Contractor. The Owner or Engineer shall inform the Contractor of such results at their discretion. 4. The Owner shall notify the Contractor of reported deficiencies revealed by the above inspections and observations. The Contractor shall correct such deficiencies. Should such deficiencies remain uncorrected, then the amount of the work represented by the deficiencies will be deemed as not conforming to the requirements of the contract documents and the specifications. B. Contractor Responsibilities: Provide quality control services required in the various specification Sections. 1. Where third party testing agency is engaged by Contractor, notify testing agency sufficiently in advance of the time and date when work that requires testing will be performed. 2. Contractor shall not engage the same testing agencies as the Owner, unless the Owner agrees in writing to such engagement. 3. Where testing is indicated as Contractor's responsibility, submit written reports in duplicate of each testing service, whether performed by Contractor's personnel or Contractor -engaged testing agency. Such reports shall include failing tests and retests. 4. Testing requested by Contractor and not required by Contract Documents are Contractor's responsibility. 5. Cooperate with Owner and Engineer for Owner's testing of work. Once the Owner or Engineer has given prior notification to the Contractor that confirmation testing by the Owner is to be performed, the Contractor shall provide or leave in place trench shields, ladders, elevators, lifts, or other equipment or temporary construction related to safety, access, and ingress -egress such that the Owner's testing representative can have safe accessibility to the specific site to be tested. Failure to provide these items when confirmation testing is scheduled shall be considered prima facie evidence that the work does not meet specifications and the Owner has the option of withholding payment for the work quantity that the test would represent. 6. Where Contractor's personnel are performing tests, provide individuals with appropriate equipment to perform the tests in accordance with the test method requirements. Provide alternate equipment where the specified test method cannot be applied, and where alternative test methods and equipment must be employed to provide the necessary quality control. C. Retesting: Regardless of whether original tests were Contractor's responsibility, Contractor will be responsible for costs associated with providing retesting, for construction that revised or replaced work that failed to comply with requirements established by the Contract Documents. D. Testing Agency Responsibilities: Cooperate with Engineer and Contractor in performance of duties. Provide qualified personnel and necessary equipment to perform required tests and inspections. 1. Notify Owner, Engineer and Contractor promptly of irregularities or deficiencies observed in the work during performance of its services. 2. Prepare a test report and state in each report whether tested and inspected work passes or fails the specified requirements. December 2021 QUALITY REQUIREMENTS 01400 - 3 3. Submit a written report, in triplicate, of each test. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 5. Do not perform any duties of Contractor. E. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Additional associated services required of Contractor for testing access are listed in the specification Sections. 6. Delivery of samples to testing agencies. 7. Preliminary design mix proposed for use for material mixes that require control by testing agency. 8. Security and protection for samples and for testing and inspecting equipment at Project site. F. Coordination: Coordinate sequence of activities to accommodate required quality assurance and quality control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. 2. Notify Owner's Representative at least 1 day prior to when testing of any kind is to be performed. G. Schedule of Tests and Inspections: Prepare a preliminary schedule of tests, inspections, and similar quality control services required by the Contract Documents. Submit schedule within 30 days of date established for Notice to Proceed. Distribution: Distribute schedule to Owner, Engineer, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION 3.1 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching. December 2021 QUALITY REQUIREMENTS 01400 - 4 B. Protect construction exposed by or for quality -control service activities. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality control services. December 2021 QUALITY REQUIREMENTS 01400 - 5 SECTION 01420 REFERENCES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. This section of the specifications includes: Summary of Industry Standards. 1.3 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": The term "approved," when used to convey Owner's or Engineer's action on Contractor's submittals, applications, and requests, is limited to Owner's or Engineer's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by Owner or Engineer, requested by Owner or Engineer, and similar phrases. D. "Indicated": The term "indicated" refers to graphic representations, notes, or schedules on Drawings or to other paragraphs or schedules in Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. E. "Regulations": The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Provide": The term "provide" means to furnish and install, complete and ready for the intended use. G. "Installer": An installer is the Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub -subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. H. "Project site" is the space available for performing construction activities. 1.4 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. December 2021 REFERENCES 01420 - 1 B. Conflicting Requirements: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Owner or Engineer for a decision before proceeding. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Owner or Engineer for a decision before proceeding. C. Abbreviations and Acronyms for Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. AASHTO- American Association of State Highway and Transportation Officials (202) 624-5800 www.aashto.org ACI- American Concrete Institute/ACI International (248) 848-3700 www.aci-in� ACPA- American Concrete Pipe Association (972) 506-7216 www.concrete-pipe.org Al- Asphalt Institute (859) 288-4960 www.asphaltinstitute.org ALA- American Institute of Architects (The) (800) 242-3837 www.aia.org AISC- American Institute of Steel Construction, Inc. (800) 644-2400 www.aisc.org (312) 670-2400 AISI- American Iron and Steel Institute (202) 452-7100 www.steel.org ANSI- American National Standards Institute (212) 642-4900 www.ansi.org ASCE- American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASTM- American Society for Testing and Materials (610) 832-9585 www.astm.org December 2021 REFERENCES 01420 - 2 AWWA- American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 CDA- Copper Development Association Inc. (800) 232-3282 www.copper.org (212) 251-7200 CLFMI- Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.com CRSI- Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.ojg CSI- Construction Specifications Institute (The) (800) 689-2900 www.csingt = (703) 684-0300 EJMA- Expansion Joint Manufacturers Association, Inc. (914) 332-0040 www.ejma.org FM- Factory Mutual System (See FMG) FMG- FM Global (Formerly: FM - Factory Mutual System) (401) 275-3000 www.fmglobal.com GRI- Geosynthetic Research Institute (610) 522-8440 www.drexel.edu/gri NRMCA- National Ready Mixed Concrete Association (301) 587-1400 www.nrmca.org NSA- National Stone, Sand and Gravel Association (800) 342-1415 www.aggre atg es.org (703) 525-8788 PCI- Precast/Prestressed Concrete Institute (312) 786-0300 www.pciorg SDI- Steel Deck Institute (847) 458-4647 www.sdi.org TPI- Turfgrass Producers International (800) 405-8873 www.turfgrasssod.org (847) 705-9898 UL- Underwriters Laboratories Inc. (800) 704-4050 www.ul.com (847) 272-8800 BOCA- Boca International, Inc. (800) 214-4321 www.bocai.org (708) 799-2300 CABO- Council of American Building Officials (See ICC) IAPMO- International Association of Plumbing and Mechanical Officials (The) (909) 472-4100 www.ianmo.orL, December 2021 REFERENCES 01420 - 3 ICBO- International Conference of Building Officials (562) 699-0541 www.icbo.org (800) 284-4406 ICC- International Code Council (Formerly: CABO -Council of American Building Officials) (703) 931-4533 www.iccsafe= SBCCI- Southern Building Code Congress International, Inc. (205) 591-1853 www.sbcci.org CE- Army Corps of Engineers CRD Standards (601) 634-2355 www.usace.gM.mil CFR- Code of Federal Regulations (202) 512-1530 www.access.gpo.gov/nara/cfr (888) 293-6498 EPA- Environmental Protection Agency (202) 260-2090 www. epa. gov FED -STD- Federal Standard (See FS) FS- Federal Specification (Available from DOD, GSA, and NIBS) NIST- National Institute of Standards and Technology (301) 975-6478 www.nist.gov OSHA- Occupational Safety & Health Administration (See CFR 29) (800) 321-6742 www.osha.gov TCEQ- Texas Commission on Environment Quality (806) 796-7092 www.tceg.state.tx.us (512) 239-1000 PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION 01420 December 2021 REFERENCES 01420 - 4 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. B. Temporary utilities include, but are not limited to, the following: 1. Drainage water service. 2. Sanitary facilities, including toilets, wash facilities, and drinking water facilities. Provide separate male and female sanitary facilities. 3. Electric power service. C. Support facilities include, but are not limited to, the following: 1. Temporary roads and paving. 2. Project identification and signs. 3. Storage and fabrication sheds. 5. Construction aids and miscellaneous services and facilities. D. Protection facilities include, but are not limited to, the following: 1. Environmental protection. 2. Stormwater control. 3. Barricades, warning signs and lights. 4. Temporary Chain Link Fence and Temporary Chain Link Fence Gates. E. Related Sections include the following: 1. Section 01330 - "Submittal Procedures" 2. Section 01356 - "Stormwater Pollution Prevention". 3. Section 01555 - `Barricades, Signs and Traffic Handling". 1.3 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to Owner or Engineer and shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, the following: 1. Owner, 2. Owner's forces. 3. Engineer. 4. Resident Project Representative. 5. Testing agencies. December 2021 TEMPORARY FACILITIES AND CONTROLS 01500 - 1 6. Personnel of authorities having jurisdiction. B. Sewer Service: Pay sewer service use charges for sewer usage by all parties engaged in construction at project site if Contractor connects to City sewer system. C. Water Service: Pay water service use charges, whether metered or otherwise, for water used by all entities engaged in construction activities at Project site. D. Electric Power Service: Pay electric power service use charges, whether metered or otherwise, for electricity used by all entities engaged in construction activities at Project site. 1.4 QUALITY ASSURANCE A. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. 1.5 PROJECT CONDITIONS A. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties engaged in the Work: Relocate or remove temporary services and facilities as required by progress of the Work. PART 2 -PRODUCTS 2.1 MATERIALS A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Owner or Engineer. Provide materials suitable for use intended. Temporary fencing shall be maintained by the Contractor for the duration of its intended use on the project and installed within the limits shown in the plans. Damage to the fence shall be immediately repaired by the Contractor upon request by the Owner or Engineer with repairs being subsidiary to pertinent bid items. B. 7' Temporary Chain Link Fence: Minimum 7'0" high chain link fence, consisting of 2" mesh 9 gauge galvanized steel link fabric, minimum 2-3/8-inch o.d. line posts and 2-7/8-inch o.d. end and corner posts spaced a maximum of 10'0" o.c., 1-5/8-inch o.d. top and bottom rails secured in the center with a 3/8" diameter galvanized steel eye hook anchored into a concrete footing, chain link fabric secured to line post and rail at a maximum of 12" o.c. using 9 gauge tie wire. Provide galvanized steel bases for supporting posts. 2-7/8-inch o.d. end and corner posts complete with 15/8-inch o.d. brace rail, 3/8-inch truss assembly, 12 gauge tension bands secured at a maximum of 12" o.c., tension bar, with necessary ties, fittings, nuts and bolts. All chain link fabric, posts, fittings, etc. shall comply with ASTM F 1553. C. 7' Temporary Chain Link Fence Gate: Pedestrian/personnel swing gates shall have a 4'0" opening by 7'0" high. Gate frames shall be fabricated from 2-inch o.d. or 2-inch square members, welded at all corners. Chain link fabric shall be installed to match the fence line unless otherwise approved by the Owner. Gateposts shall be 2-7/8-inch o.d. complete with 1- 5/8-inch o.d. brace rail, 3/8-inch diameter truss assembly, 12 gauge tension bands secured a minimum of 12" apart, necessary tension bar, ties, fittings, nuts and bolts. All chain link fence gate fabric, posts, brace rails, fittings, etc. shall comply with ASTM F 1553. December 2021 TEMPORARY FACILITIES AND CONTROLS 01500 - 2 D. Water: Potable. PART 3 -EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Engage appropriate local utility company to install temporary service or connect to existing service. Where utility company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with utility company recommendations. 1. Provide adequate capacity. 2. Obtain easements to bring temporary utilities to Project site where Owner's easements or property cannot be used for that purpose. B. Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If neither sewers nor drainage facilities can be lawfully used for discharge of effluent, provide containers to remove and dispose of effluent off -site in a lawful manner. 1. Filter out excessive soil, construction debris, chemicals, oils, and similar contaminants that might clog sewers or pollute waterways before discharge. 2. Connect temporary sewers to municipal system as directed by sewer department officials. 3. Maintain temporary sewers and drainage facilities in a clean, sanitary condition. After heavy use, restore normal conditions promptly. C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking -water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities. Disposable Supplies: Provide toilet tissue, paper towels, paper cups, and similar disposable materials for each facility. Maintain adequate supply. Provide covered waste containers for disposal of used material. D. Electric Power Service: Install electric power service underground, unless overhead service must be used. Provide main service disconnect and overcurrent protection at convenient location in conformance with National Electrical Code. 3.3 SUPPORT FACILITIES INSTALLATION A. Traffic Controls: Provide temporary traffic controls at junction of temporary roads with public roads. Include warning signs for public traffic and "STOP" signs for entrance onto public roads. Comply with requirements of authorities having jurisdiction. B. Dewatering Facilities and Drains: Comply with requirements in applicable Division 2 Sections for temporary drainage and dewatering facilities and operations not directly December 2021 TEMPORARY FACILITIES AND CONTROLS 01500 - 3 associated with construction activities included in individual Sections. Where feasible, use same facilities. Maintain Project site, excavations, and construction free of water. C. Project Identification and Temporary Signs: Prepare Project identification signs with the information listed below. Install signs to inform public and persons seeking entrance to Project. Do not permit installation of unauthorized signs. Submit the layout and dimensions of the sign to the Owner. The sign and lettering shall be of sufficient size to be visible and legible at 100 feet distance. Provide two project signs to be placed on 98th Street at Albany Avenue to Huron Avenue. 2. Project sign to include the following information. List all items on separate lines of the sign. a. City of Lubbock, Texas b. Capital Improvements c. City of Lubbock Project: 98th Street Paving Improvements d. Contractor: (include name of contractor and location of their main headquarters) e. Engineer: Kimley-Horn and Associates, Inc. f. Project Serving the Citizens of Lubbock, Texas 3. City Lubbock and Engineer firm logos to be included with firm names on project sign. 4. Submit proposed sign layout according to specifications Section 01330 "Submittal Procedures" prior to constructing project identification sign. 5. Engage an experienced sign painter to apply graphics for Project identification signs. 6. Prepare temporary signs to provide directional information to construction personnel and visitors. 7. Construct signs of exterior -type Grade B-B high -density concrete form overlay plywood. Support on posts or framing of preservative -treated wood or steel. 8. Paint sign panel and applied graphics with exterior -grade alkyd gloss enamel over exterior primer. 9. Maintain project signs until acceptance of the project. D. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each type of waste material to be deposited. E. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment involved, including temporary utility services as needed. Sheds may be open shelters or fully enclosed spaces on -site. 3.4 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage caused by freezing temperatures and similar elements. December 2021 TEMPORARY FACILITIES AND CONTROLS 01500 - 4 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. 2. Prevent water -filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. C. Termination and Removal: Remove each temporary facility when need for its service has ended, or no later than Substantial Completion. 1. Materials and facilities that constitute temporary facilities are the property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Remove temporary paving not intended for or acceptable for integration into permanent paving. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. 3. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements. END OF SECTION Ol 500 December 2021 TEMPORARY FACILITIES AND CONTROLS 01500 - 5 SECTION 01555 BARRICADES, SIGNS AND TRAFFIC HANDLING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 DESCRIPTION A. This Item shall govern for providing, installing, moving, replacing, maintaining, cleaning and removing upon completion of work, all barricades, portable barriers, signs, portable changeable message signs, cones, lights and other such type devices and of handling traffic as indicated on the plans or as directed by the Engineer or Owner. This item also includes the removal of existing pavement markings. PART 2 -PRODUCTS 2.1 BARRICADES, SIGNS AND DEVICES A. All barricades, signs and other types of devices listed above shall conform to details shown on the plans or those indicated in the Texas Manual on Uniform Traffic Control Devices (TMUTCD). All traffic control devices shall be crashworthy according to the guidelines set forth in the National Cooperative Highway Research Program (NCHRP) Report 350. 2.2 TEMPORARY PAVEMENT MARKINGS A. Materials, handling and installation shall be in accordance with Texas Department of Transportation Standard Specifications for Construction of Highways, Streets and Bridges, 2014 (TxDOT) Item 662. B. Layout, color and placement shall conform with the TMUTCD and be verified by the Owner's representative before installation. PART 3 -EXECUTION 3.1 GENERAL A. For this project, a Traffic Control Plan (TCP), responsive to the TMUTCD, has been established by the Engineer. The Contractor may propose their own TCP. Contractor -proposed major modifications to the Traffic Control Plan shall bear the seal of a Licensed Professional Engineer. If the plan is approved in writing by the Engineer or Owner, it may be used. Prior to beginning work, the Contractor shall designate, in writing, a competent person who will be responsible and available on the project site or in the immediate area to insure compliance with the TCP. December 2021 BARRICADES, SIGNS AND TRAFFIC HANDLING 01555 - 1 UPAMMU5/_ 1� -►YM 0 IMP" A. All retroreflective traffic control devices such as barricades, vertical panels, signs, etc., shall be maintained by cleaning, replacing or a combination thereof such that during darkness and rain the retroreflective characteristics shall equal or exceed the retroreflective characteristics of traffic industry standard reflective panels. END OF SECTION 01555 December 2021 BARRICADES, SIGNS AND TRAFFIC HANDLING 01555 - 2 SECTION 01576 WASTE MATERIAL DISPOSAL PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Disposal of waste material and salvageable material. 1.3 RELATED SECTIONS A. Section 02221 — Removing Existing Pavements. B. Section 02300 — Earthwork. 1.4 SUBMITTALS A. Submittals shall conform to requirements of Section 01330 —Submittal Procedures. B. Obtain and submit disposal permits for proposed disposal sites if required by local ordinances. C. Submit a copy of written permission from property owner, along with description of property, prior to disposal of excess material adjacent to the Project. Submit a written and signed release from property owner upon completion of disposal work. Both written permission and signed release shall include hold -harmless clauses naming the City of Lubbock, Texas, Kimley-Horn and Associate, Inc., and Autrey, McDaniel & Dulin, LP, as the entities to be held harmless in any subsequent legal proceeding. Both property permissions and signed releases shall be attested to by a notary public. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION 3.1 SALVAGEABLE MATERIAL A. Excavated Material: When indicated on drawings, load, haul, and deposit excavated material at a location or locations as directed by Engineer. B. Asphalt Pavement and Asphalt Stabilized Base: Conform to requirements in Section 02221 — Removing Existing Pavements. C. Other Salvageable Materials: Conform to requirements of individual Specification Sections. D. Coordinate the delivery of salvageable material to a specified location with the Owner. i. The millings should be delivered to 8425 North Avenue P. December 2021 WASTE MATERIAL DISPOSAL 01576 - 1 3.2 EXCESS MATERIAL A. Vegetation, rubble, broken concrete, debris, asphaltic concrete pavement, excess soil, and other materials not designated for salvage, shall become the property of the Contractor and shall be removed from the job site in a timely manner and legally disposed of at a proper facility such as the West Texas Region Disposal Facility (WTRDF). B. Excess soil may be deposited on private property adjacent to the Project if approved by the Owner and when written permission is obtained from the respective property owner. C. Waste materials shall be removed from the site on a daily basis, such that the site is maintained in a neat and orderly condition. D. Excess material may be disposed at the West Texas Region Disposal Facility. There may be a tipping fee for construction debris and for excess uncontaminated soil. For a complete list of fees associated with the West Texas Region disposal Facility, please go to the City's website at http://solidwaste.ci.lubbock.tx.us/disposal/disfees.htm. There may also be a fee per load for every truck that is not covered properly when coming to the landfill. All tipping fees shall be considered to be included in the Contractor's bid prices in accordance with specification Section 01020 — Measurement and Payment. END OF SECTION December 2021 WASTE MATERIAL DISPOSAL 01576 - 2 SECTION 01600 PRODUCT REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.3 RELATED SECTIONS A. Information to Bidders: Product options and substitution procedures. B. Section 01400 -Quality Requirements. 1.4 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. C. Provide interchangeable components of the same manufacturer, for similar components. 1.5 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery 1. Deliver materials, products and equipment to the project site in undamaged condition in manufacturer's original, unopened containers or packaging, with identifying labels intact and legible. 2. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. 3. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 4. Arrange deliveries in accordance with the construction schedule and in ample time to facilitate inspection prior to installation to avoid unnecessary delays in the construction process. December 2021 PRODUCT REQUIREMENTS 01600 - 1 B. Storage 1. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight, climate controlled enclosures. 2. For exterior storage of fabricated products, place on sloped supports, above ground. 3. Provide off -site storage and protection when site does not permit on -site storage or protection. 4. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 5. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with foreign matter. 6. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. 7. Arrange storage of products to permit access for inspection in a local warehouse. Periodically inspect to assure products are undamaged and are maintained under specified conditions. 8. Materials, products and equipment may be stored off site in a bonded and insured local warehouse approved by the Engineer and Owner. Pay all costs incurred for off -site storage facilities. Products properly stored in off -site storage facilities may be included in progress pay requests with written approval of the Owner. C. Handling Handle materials, products and equipment in a manner prescribed by manufacturer or specified to protect from damage during storage and installation. 1.6 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.7 SUBSTITUTIONS A. For bidding purposes as provided in "Information to Bidders". B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the Bidder: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as for the specified product. December 2021 PRODUCT REQUIREMENTS 01600 - 2 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re -approval by authorities. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit four copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. The Engineer will notify Contractor, in writing, of decision to accept or reject request. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION December 2021 PRODUCT REQUIREMENTS 01600 - 3 SECTION 01700 CONTRACT CLOSEOUT PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. D. Project record documents. E. Operation and maintenance data. F. Warranties. 1.3 RELATED SECTIONS A. Section 01500 —Temporary Facilities and Controls. 1.4 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Engineer's inspection. B. Provide submittals to Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.5 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean site; sweep paved areas, rake clean landscaped surfaces. C. Remove waste and surplus materials, rubbish, and construction facilities from the site. D. Repair, patch and touch-up marred surfaces to match adjacent finishes. A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.7 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. December 2021 CONTRACT CLOSEOUT 01700 - 1 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Field changes of dimension and detail. 3. Details not on original Contract Drawings. 4. Changes made by addenda and modification. F. Submit documents to Engineer with claim for final Application for Payment. 1.8 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble with metal prong binder in durable plastic presentation cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. F. Provide Affidavit of Bills Paid as required by General Contract Conditions and Owner. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION 01700 December 2021 CONTRACT CLOSEOUT 01700 - 2 DIVISION 2 — SITE WORK December 2021 DIVISION 2 — SITE WORK SECTION 02221 REMOVING EXISTING PAVEMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. This section of the specifications covers the removal of existing pavements. Included, but not limited to the following are: concrete paving, asphaltic paving, concrete curb and/or gutter, miscellaneous items. 1.3 RELATED SECTIONS A. Section 01576 — Waste Material Disposal. B. Section 02300 — Earthwork. C. Section 03300 — Cast -in -Place Concrete. D. City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications. 1.4 REGULATORY REQUIREMENTS A. Conform to applicable codes for disposal of debris. Refer to Section 01576 —Waste Material Disposal. B. Coordinate removal work with utility companies. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION A. Obtain advance approval from Owner for dimensions and limits of removal work. B. Identify all utilities below grade. Stake and flag locations. 3.2 PROTECTION A. Protect the following from damage or displacement: 1. Adjacent public and private property. 2. Trees, plants, and other landscape features designated to remain. 3. Utilities not designated to be removed. December 2021 REMOVING EXISTING PAVEMENTS 02221 - 1 4. Pavement and utility structures not designated to be removed. 5. Bench marks, monuments, and existing structures not designated to be removed. 3.3 REMOVALS A. Remove pavements and structures by methods that will not damage underground utilities. Do not use a drop hammer near existing underground utilities. B. Minimize amount of earth loaded during removal operations. C. Where existing pavement is to remain, make straight saw cuts in existing pavement to provide clean breaks prior to removal. Do not break concrete pavement or base with drop hammer unless concrete or base has been saw cut to a minimum depth of 2 inches. D. Where street and driveway saw cut locations coincide or fall within 3 feet of existing construction or expansion joints, break out to existing joint. E. Remove sidewalks and curbs to nearest existing dummy, expansion, or construction joint. F. Any existing concrete which is damaged or destroyed beyond the neat lines so established shall be replaced at the Contractor's expense. G. Remaining concrete shall be mortared to protect the reinforcing steel and provide a neat clean appearance. H. Where reinforcement is encountered in the removed portions of structures to be modified, a minimum of 1-foot of steel length shall be cleaned of all old concrete and left in place to tie into the new construction where applicable. I. Existing asphalt pavement and caliche base shall be salvaged and delivered to stockpile area. Care shall be taken to exclude subgrade soils from the salvaged paving material. Material shall be crushed to a maximum diameter of 2-inches, whether crushed or milled. 3.4 BACKFILL A. Backfill of removal zones shall be in accordance with requirements of Section 02300 — Earthwork. 3.5 DISPOSAL A. Remove from the site debris resulting from work under this section in accordance with requirements of Section 01576 — Waste Material Disposal. END OF SECTION 02221 December 2021 REMOVING EXISTING PAVEMENTS 02221 - 2 SECTION 02260 EXCAVATION SUPPORT AND PROTECTION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES This section of the specifications covers trench safety systems and excavations equal to or greater than five feet in depth. All excavation work performed for the project shall also comply with US Department of Labor Rules 29 CFR, OSHA Part 1926, Subpart P and all State and Local codes. 1.3 RELATED SECTIONS A. Section 01330 — Submittal Procedures. B. Section 01555 —Barricades, Signs and Traffic Handling. C. Section 02300 — Earthwork. 1.4 SUBMITTALS A. Conform to Section 01330 — Submittal Procedures. B. Prior to, or at the Pre -Construction Conference, the Contractor shall submit to Owner a "Trench Safety System Plan" sealed by a Professional Engineer registered in the State of Texas. Notice to Proceed with construction will not be issued by Engineer until Contractor has submitted a "Trench Safety System Plan" to Owner. The Trench Safety System Plan shall, at a minimum, conform to OSHA standards for sloping of sides, utilization of trench boxes, and/or utilization of shoring, sheeting and bracing methods. 1.5 QUALITY ASSURANCE A. The Contractor shall be responsible for complying with the requirements of the specifications, drawings and all applicable codes. The Contractor shall immediately notify the Engineer of any unforeseen field conditions which might affect the integrity of the trench safety system. B. Installer Qualifications: Engage an experienced installer to assume engineering responsibility and perform work of this Section who has specialized in installing excavation support and protection systems similar to those required for this Project and with a record of successful in-service performance. The Contractor shall be responsible for complying with all trench safety requirements and for the safety of trench and excavations. C. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in the jurisdiction where the Project is located and who is experienced in providing engineering services for designing excavation support and protection systems that are similar to those indicated for this Project in material, design, and extent. December 2021 EXCAVATION SUPPORT AND PROTECTION 02260 - 1 Engineering Responsibility: As needed by the Contractor to assure worker safety and compliance with OSHA regulations, the Contractor shall be responsible for engaging a qualified professional engineer to prepare or supervise the preparation of data for the excavation support and protection system including drawings and comprehensive engineering analysis that shows the system's compliance with specified requirements. 1.6 PROJECT CONDITIONS A. Prior to starting trench excavations, the Contractor shall examine all site conditions and note any conditions in existing pavements, structures and other items which may be adversely affected by trenching operations. Prepare a written list of all such conditions and submit the list to the Engineer. During trenching operations note any changes which occur to existing pavements, structures or adjacent ground and submit a written report to the Engineer of all such changes. 1.7 EXISTING UTILITIES A. Prior to starting trench excavations, chart and field locate all existing utilities. Notify owners of all utilities of work to be performed. Protect all existing utilities from damage. Provide additional support for utility lines which cannot span trench width. Do not interrupt existing services without written approval by the Engineer and the utility owner. PART 2 -PRODUCTS 2.1 MATERIALS A. Materials need not be new but must be in serviceable condition. B. Structural Steel: ASTM A 36. C. Steel Sheet Piling: ASTM A 328 or ASTM A 572 D. Wood: Soft or hard wood as required by design. E. Aluminum: Type 1061-T6, thickness as required by design. PART 3 -EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards that could develop during excavation support and protection system operations. 1. Shore, support, and protect utilities encountered. B. Install excavation support and protection systems to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities, including temporary fencing as shown on the plans. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. C. Locate excavation support and protection systems clear of permanent construction and to permit forming and finishing of concrete surfaces. December 2021 EXCAVATION SUPPORT AND PROTECTION 02260 - 2 D. Monitor excavation support and protection systems daily during excavation progress and for as long as excavation remains open. Promptly correct bulges, breakage, or other evidence of movement to ensure excavation support and protection systems remain stable. E. Promptly repair damages to adjacent facilities caused by installing excavation support and protection systems. F. Dewatering: During construction, the trench shall be kept drained, insofar as practical, and the work shall include the installation and operation of all pumping, bailing and draining necessary to keep the excavation free from seepage water, water from any utilities, wastewater collection systems, ditches, and other sources. The Contractor shall remove all water from any source that may accumulate in the excavation and trenching. The embedment or pipe shall not be installed in water. No water shall be allowed to flow through or over unset concrete or through the completed line. All water removed from excavations shall be disposed of in a manner approved by the Owner, and to avoid the discharge of solids into the watercourse, so as not to create unsanitary conditions, injure persons or property, damage the work in progress, and/or interfere unduly with the use of streets, driveways, or entrances. Pumping, bailing and draining, underdrains, ditches, etc. shall be considered incidental work and shall not be paid for as separate items, but their cost shall be included in such contract prices as are provided in the contract. Provide shoring systems in accordance with the Contractor's submitted design to adequately resist earth pressures. A. Proceed with work in an orderly fashion. Install trench bracing systems as soon as possible after opening trenches. Do not allow workers in trench prior to installing trench bracing systems. B. Backfill trenches as soon as possible after completion of work. C. Stockpile excavated materials at least three feet away from edge of trench at location as indicated in the plans. D. Maintain barricades and signage as required by State and Local codes to protect open excavations. E. Do not allow surface water to enter excavations. Properly grade areas adjacent to trench excavations to control surface drainage away from excavations. F. If cut back method is allowed by Owner and is employed, maintain a clear distance of three feet from edge of cut to avoid allowing loose material to enter trench. Cut back method may not be used where there is insufficient work area to employ it. G. Do not operate heavy equipment except for trench digging or pipe laying equipment within twenty feet of edge of excavation. Haul trucks, if needed, may operate closer than twenty feet to trench edge provided the Contractor deems it safe to do so. H. Contractor shall repair any trench slope failures immediately as they occur (subsidiary). December 2021 EXCAVATION SUPPORT AND PROTECTION 02260 - 3 3.3 REMOVAL AND REPAIRS A. Remove excavation support and protection systems when construction has progressed sufficiently to support excavation and bear soil and hydrostatic pressures. Remove in stages to avoid disturbing underlying soils and damaging structures, pavements, facilities, and utilities. Repair or replace, as approved by Engineer, adjacent work damaged or displaced by Contractor's operations. END OF SECTION 02260 December 2021 EXCAVATION SUPPORT AND PROTECTION 02260 - 4 SECTION 02300 EARTHWORK PART 1 -GENERAL 1.1 1.2 1.3 1.4 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. SECTION INCLUDES A. This section of the specifications refers to general excavation of various materials at utilities, ditches, channel grading, subgrade preparation related to paving, flexible base, topsoil placement, and other miscellaneous grading items. For trenching -specific earthwork and excavations at least five feet deep, refer to Section 02317 —Excavation and Backfill for Structures and Trench. RELATED SECTIONS A. Section 01400 - Quality Requirements B. Section 01500 - Temporary Facilities and Controls C. Section 02260 - Excavation Support and Protection D. Section 02318 - Borrow E. Section 03300 - Cast -in -Place Concrete. F. City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications REFERENCES AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM C 136 (2001) Sieve Analysis of Fine and Coarse Aggregates ASTM D 422 (1963; R 2002) Particle -Size Analysis of Soils ASTM D 698 (2000a) Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft — lb/ft3). ASTM D 1140 (2000) Amount of Material in Soils Finer than the No. 200 (75-micrometer) Sieve ASTM D 1556 (2000) Density and Unit Weight of Soil in Place by the Sand -Cone Method ASTM D 1557 (2002) Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft — lbf/ft3) ASTM D1586 (1999) Penetration Test and Split -Barrel Sampling of Soils December 2021 EARTHWORK 02300-1 ASTM D 2487 ASTM D 2922 ASTM D 3017 ASTM D 4318 1.5 DEFINITIONS (2000) Classification of Soils for Engineering Purposes (Unified Soil Classification System) (2001) Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth) (2001) Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth) (2000) Liquid Limit, Plastic Limit, and Plasticity Index of Soils A. Backfill: Soil materials used to fill an excavation. B. Base Course: Layer placed between the subbase course and asphalt paving. C. Borrow: Satisfactory soil imported from off -site for use as fill or backfill. D. Excavation: Removal of material encountered above subgrade elevations. 1. Additional Excavation: Excavation below subgrade elevations as directed by Owner. Additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. 2. Bulk Excavation: Excavations more than 20 feet in width and pits more than 30 feet in either length or width, and not associated with trenching for pipe installation. 3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated dimensions without direction by Owner. Unauthorized excavation, as well as remedial work directed by Owner, shall be without additional compensation. E. Fill: Soil materials used to raise existing grades. F. Structures: Culverts, Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. G. Subbase Course: Layer placed between the subgrade and base course for asphalt paving, or layer placed between the subgrade and a concrete pavement or walk. H. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. I. Utilities: Include on -site underground pipes, conduits, ducts, and cables. J. Suitable Material: Suitable soil materials are those meeting specification requirements. Unsuitable soils meeting specification requirements for suitable soils after treatment with lime or cement are considered suitable, unless otherwise indicated. K. Unsatisfactory Materials: Materials which do not comply with the requirements for satisfactory materials are unsatisfactory. Unsatisfactory materials also include man-made fills; trash; refuse; backfills from previous construction; and material classified as satisfactory which contains root and other organic matter or frozen material. The Owner shall be notified of any contaminated materials. December 2021 EARTHWORK 02300-2 L. Cohesionless and Cohesive Materials: Cohesionless materials include materials classified in ASTM D 2487 as GW, GP, SW, and SP. Cohesive materials include materials classified as GC, SC, ML, CL, MH, and CH. Materials classified as GM and SM will be identified as cohesionless only when the fines are nonplastic. Testing required for classifying materials shall be in accordance with ASTM D 4318, ASTM C 136, ASTM D 422, and ASTM D 1140. M. Degree of Compaction: Degree of compaction required is expressed as a percentage of the maximum density obtained by the test procedure presented in ASTM D 698 or ASTM D 1557 as designated in the Contract Documents abbreviated as a percent of laboratory maximum density. Procedure A, B or C shall be applied as applicable along with corrections according to ASTM D 4718. For free draining soils, use maximum reference density according to ASTM D 4253. N. Topsoil: Material suitable for topsoils obtained from offsite areas or the top 3 feet of excavated material shall be defined as clean and uncontaminated soils capable of sustaining plant life. 1.6 SUBMITTALS A. Material Reports 1. Classification according to ASTM D 2487 for each site of borrow soil material. 2. Laboratory compaction curve according to ASTM D 698 for each on -site or borrow soil material. 1.7 QUALITY ASSURANCE A. Refer to Section 01400 — Quality Requirements. 1.7 SCHEDULING A. Temporary fencing must be in place prior to excavation beginning and maintained at all times. B. Coordinate backfilling of trench with water line installation including embedment and backfill. C. Testing to be scheduled with Owner. PART 2 -PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. Refer to Section 02318 — Borrow. B. Satisfactory Soils: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM, or a combination of these group symbols; free of rock or gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. Satisfactory soils should have a liquid limit of 45 maximum and a plasticity index of 15 maximum. December 2021 EARTHWORK 02300-3 C. Unsatisfactory Soils: ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT, or a combination of these group symbols. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Backfill and Fill: Satisfactory soil materials. E. Subbase: Satisfactory soils. F. Flexible Base: Refer to City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications, 8.08.02 Flexible Base (Caliche). G. Subgrade: Refer to City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications. PART 3 -EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Protect subgrades and foundation soils against freezing temperatures or frost. C. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. 3.2 STRIPPING OF TOPSOIL A. Topsoil will be separately excavated, stored, and used for surface finish in preparation for seeding, sodding, or other planting, only where topsoil is definitely superior for grass and plant growth as compared with the remainder of the excavated material. In general, this shall be considered as the top 6 inches of excavated material. Surface soil that is heavy clay, predominantly sandy, or is lean in grass -and plant -growth qualities, will not be saved. The hauling, spreading, smoothing, and maintenance of the topsoil in preparation for the seeding and planting operations are generally considered under a separate section, and therefore are not considered in this specification. 3.3 FROZEN MATERIAL A. Soils shall not be placed on a foundation which contains frozen material, or which has been subjected to freeze -thaw action. This prohibition encompasses all foundation types, including the natural ground, all prepared subgrades (whether in an excavation or on an embankment) and all layers of previously placed and compacted earth fill which become the foundations for successive layers of earth fill. All material that freezes or has been subjected to freeze -thaw action during the construction work, or during periods of temporary shutdowns, such as, but not limited to, nights, holidays, weekends, winter shutdowns, or earthwork operations, shall be removed to a depth that is acceptable to the Engineer December 2021 EARTHWORK 02300-4 and replaced with new material. Alternatively, the material will be thawed, dried, reworked, and recompacted to the specified criteria before additional material is placed. The Engineer will determine when placement of fill or backfill shall cease due to cold weather. The Engineer may elect to use average daily air temperatures, and/or physical observation of the soils for his determination. Embankment material shall not contain frozen clumps of soil, snow, or ice. 3.4 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks, pavements and similar paths to indicated cross sections, elevations, and grades. 3.5 SUBGRADE PREPARATION A. Refer to City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications 3.6 UNSUITABLE MATERIAL A. If unsuitable material is encountered during subgrade preparation regardless of how it is discovered, the Contractor shall take corrective action as directed by the Owner. If removal and replacement of the material is required or if drying is required deeper than 6 inches below subgrade it will be considered over excavation and paid for separately. Contractor shall backfill any over excavation with suitable material and compact to 95% of Standard Proctor Density at a moisture content within 2% of optimum in accordance to ASTM D698. 3.7 FLEXIBLE BASE CONSTRUCTION A. Refer to City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications. 3.8 STORAGE OF SOIL MATERIALS A. Stockpile satisfactory excavated soil materials to stockpile site indicated on Drawings. Stockpile soil materials without intermixing. Place, grade and shape stockpiles to drain surface water. Cover or spray with dust suppressant to prevent windblown dust. 3.9 UTILITY TRENCH BACKFILL A. Refer to City of Lubbock Public Works Engineering - Minimum Design Standards and Specifications. 3.10 FILL A. Preparation: Remove vegetation, 6" of topsoil, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface before placing fills. B. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material. C. Place and compact fill material to required elevations as directed in the plans using satisfactory soil material. December 2021 EARTHWORK 02300-5 D. When required, provide additional backfill material conforming with requirements of Section 02318 - Borrow. 3.11 MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air-dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. 3.12 COMPACTION OF FILLS A. Place fill materials in layers not more than 6 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand -operated tampers. B. Any backfill or fill 20-ft or greater in depth from the finished surface shall be compacted to 100% of Standard Proctor Density at a moisture content within 2% of optimum; backfill or fill material less than 20-ft in depth up to 10-ft in depth from the finished surface shall be compacted to a minimum of 98% of Standard Proctor Density at a moisture content within 2% of optimum; and backfill or fill material within 10 feet of the finished surface shall be compacted to a minimum of 95% of Standard Proctor Density at a moisture content within 2% of optimum. C. Use only hand -operated tamping equipment or place flowable backfill to achieve a minimum cover of 12 inches over pipes, conduits, and ducts. Do not use heavy compacting equipment until adequate cover is attained to prevent damage to pipes, conduits, or ducts. Do not use vibratory equipment unless approved by the Owner and until 5 feet of cover over pipes, conduits and ducts is obtained. Use of vibratory equipment within 10 feet measured from the top of finished surface or adjacent to existing structures will only be permitted if approved by the Owner on a case -by -case basis. 3.13 TESTING A. Testing Agency: Owner will conduct independent construction materials testing in conformance with Section 01400 — Quality Requirements. Contractor shall be responsible for paying for failing tests conducted by Owner. Such failing tests shall include pro-rata technician time charges, pro-rata mileage expense and other pro -rated agency charges. B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after Engineer has verified that test results for previously completed work comply with requirements. C. Testing agency will test compaction of soils in place according to ASTM D 1556 and ASTM D 2922, as applicable. Tests will be performed at the following locations and frequencies: Paved Areas: At subgrade and at each compacted fill layer, at least one test for every 5,000 sq. ft. or less of paved area, but in no case fewer than three tests. December 2021 EARTHWORK 02300-6 2. Trench Backfill: Refer to Section 02317 — Excavation and Backfill for Structures and Trenches. D. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. 3.14 GRADING A. General: Uniformly grade areas to a smooth surface free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Site Grading: Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus 1 inch. 2. Walks: Plus or minus 1 inch. 3. Pavements: Plus or minus 3/8 inch. 3.15 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash, debris and excess weeds. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. Scarify or remove and replace soil material to depth as directed by Engineer; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greatest extent possible. 3.16 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property according to Section 01576 — Waste Material Disposal. END OF SECTION 02300 December 2021 EARTHWORK 02300-7 SECTION 02318 BORROW PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SECTION INCLUDES A. This portion of the specifications shall consist of the removal and proper utilization of materials secured from sources obtained by the contractor and approved by the Owner. 1.3 RELATED SECTIONS A. Related Sections include the following: 1. Section 01400 — Quality Requirements. 2. Section 02300 - Earthwork. 3. Section 02260 - Excavation Support and Protection. 5. Section 02920 - Lawns and Grasses. 1.4 REFERENCES AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM C 136 (2001) Sieve Analysis of Fine and Coarse Aggregates ASTM D 422 (1963; R 2002) Particle -Size Analysis of Soils ASTM D 698 (2000a) Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lb/ft3) ASTM D 1140 (2000) Amount of Material in Soils Finer than the No. 200 (75-micrometer) Sieve ASTM D 1556 (2000) Density and Unit Weight of Soil in Place by the Sand -Cone Method ASTM D 2487 (2000) Classification of Soils for Engineering Purposes (Unified Soil Classification System) ASTM D 2922 (2001) Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth) ASTM D 3017 (2001) Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth) ASTM D 4318 (2000) Liquid Limit, Plastic Limit, and Plasticity Index of Soils December 2021 BORROW 02318 - 1 1.5 DEFINITIONS A. Refer to Section 02300 — Earthwork 1.6 SUBMITTALS A. Material Reports 1. Classification according to ASTM D 2487 of borrow soil material. 2. Laboratory compaction curve according to ASTM D 698 for borrow soil material. PART 2 -PRODUCTS 2.1 MATERIALS A. Class A (Select Borrow): This material shall consist of sand or other suitable granular material, free from vegetation or other objectionable matter and reasonably free from lumps of earth, and when tested by ASTM laboratory methods, shall meet the following requirements: 1. The liquid limits shall not exceed 45. 2. The plasticity index shall not be less than 4 nor more than 15. B. Class B: This material shall consist of suitable non -swelling (soils with a plasticity index less than 20) earth material such as loam, clay or other such materials that will form a stable embankment. C. Topsoil: This material shall consist of approved topsoil material and shall be clean, friable soil capable of supporting plant life. This material shall also be free of stones and all other debris. Topsoil for a particular location shall closely match the original topsoil removed from that particular location in terms of color, Atterberg limits and texture. PART 3 -EXECUTION 3.1 METHODS OF CONSTRUCTION A. Prior to commencing this work, all erosion control and environmental measures required shall be in place. B. Use all suitable materials removed from excavation insofar as practicable. C. All complicated excavation grade work shall conform to the established alignment, grades, and cross-section required of the Contractor by the borrow pit owner. D. Contractor shall arrange for borrow from one of the following sources: 1. Existing borrow pit. 2. New borrow pit. 3. Surplus excavated material from a site which has all required permits. E. Contractor shall notify Owner three (3) weeks prior to opening pit to permit necessary testing for approval of materials. All borrow sites shall comply with the requirements of the permit. December 2021 BORROW 02318 - 2 F. During construction, keep borrow sources drained insofar as practicable to permit final cross sections to be taken, when required. G. Maintain borrow sites to minimize the impact on the appearance of the natural topographic features and at no time create a potential hazard to the public. END OF SECTION 02318 December 2021 BORROW 02318 - 3 SECTION 02810 AUTOMATIC IRRIGATION SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. The work required under this Section consists of furnishing all labor materials, equipment, services and related items necessary to complete all irrigation system work, and all related work, complete as indicated on the drawings or specified herein. B. The major items of work include, but are not limited to the following: 1. Verify underground utility locations. 2. Removal, protection and/or restoration of all existing improvements. 3. Trenching and backfilling. 4. Furnishing and installing a fully operational automatically controlled irrigation system, including all mains, laterals, fittings, quick coupling valves, gate valves, and drain valves, backflow preventer, etc. 5. Testing of system and making it operative. 1.2 DEFINITIONS A. Circuit Piping: Downstream from control valves to sprinklers, specialties, and drain valves. Piping is under pressure during flow. B. Drain Piping: Downstream from circuit -piping drain valves. Piping is not under pressure. C. Irrigation Main Piping: Downstream from point of connection to water distribution piping to, and including, control valves. Piping is under water -distribution -system pressure. 1.3 SUBMITTALS A. Product Data: Include pressure ratings, rated capacities, and settings of selected models for the following: 1. General -duty valves. 2. Specialty valves. 3. Control -valve boxes. 4. Sprinklers. 5. Irrigation specialties. 6. Controllers. B. Shop Drawings: Show irrigation system piping, including plan layout, and locations, types, sizes, capacities, and flow characteristics of irrigation system piping components. Include water meters, backflow preventers, valves, piping, sprinklers and devices, accessories, controls, and wiring. Show areas of sprinkler spray and overspray. Show wire size and number of conductors for each control cable December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 1 C. Maintenance Data: Submit maintenance data and parts lists for irrigation system materials and products. Include these data, product data, shop drawings and record drawings in maintenance manual, in accordance with requirements of Division 1. 1.4 QUALITY ASSURANCE A. Manufacturer's Qualifications: Firms regularly engaged in manufacturing irrigation systems materials and products, of types and sizes required, whose products have been in satisfactory use in similar service for not less than five (5) years. B. Installer's Qualifications: Firms who have successfully completed execution of a minimum of five (5) contracts involving the installation of irrigation and piping work similar in size and scope to that required for this project. Such experience should be able to be demonstrated through references. C. Codes and Standards: 1. Comply with all applicable state and local ordinances and codes. 2. All materials and work shall meet the requirements of the A.W.W.A., A.S.S.E. and the USC Foundation for Cross Connection Control. PART 2 - PRODUCTS 2.1 PIPES AND FITTINGS A. PVC pipe: ASTM D 2241, SDR 21, PVC 1120, 1220, Class 200. B. PVC Pipe: ASTM D 1785, PVC 1120 compound, Schedule 40. 1. PVC Socket Fittings, Schedule 40: ASTM D 2466. 2. Solvent Cement: Compatible with PVC pipe and or proper consistence ASTM D-2564. 2.2 BACKFLOW DEVICES A. 1-1/4" and 1-1/2" Bronze Valve Body, Silicone Elastomers, Stainless Steel Springs, Threaded End Connections. In conformance with ANSI/AWWA (C510-92). 1. Manufacturers: a. Febco Model 850 (1-1/4") and (1-1/2") b. Watts Industries, Inc.; Water Products Div. C. Or approved other. 2.3 GENERAL -DUTY VALVES A. PVC Ball Valves: MSS SP-122, union] type, with full -port ball, socket or threaded detachable end connectors, and pressure rating not less than 150 psig (1035 kPa). 1. Material Option: MSS SP-122, of plastic other than PVC and suitable for potable water. Include threaded ends and pressure rating not less than 150 psig (1035 kPa), unless otherwise indicated. 2. Manufacturers: December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 2 a. NIBCO INC.; Chemtrol Div. b. Watts Industries, Inc.; Water Products Div. c. Or approved other. 2.4 SPECIALTY VALVES A. Quick -Coupling Valve and Valve Key: Shall be as noted on drawings and shall be 1 '/4" brass with locking top, and located up stream of all remote control valves. 1. Contractor shall owner with a minimum of 1 Valve Key. 2. Manufacturers: a. Rain Bird Sprinkler Mfg. Corp. Quick -Coupling Valve 33DRC b. Rain Bird Sprinkler Mfg. Corp. Quick -Coupling Key 33DK c. Or approved other. B. Plastic Automatic Control Valves: (Spray, Rotor and Bubbler Heads Only): Molded -plastic body, normally closed, diaphragm type with manual flow adjustment, and operated by 24 VAC 60 Hz (cycles/sec.) solenoid. Refer to drawing for sizes. 1. Manufacturers: a. Hunter Industries Incorporated ICV Control Valve (Refer to plan for sizes) b. Or approved other. A. Pop-up spray head assembly. Refer to drawing for assembly type and nozzle sizes. 1. Manufacturers: a. Hunter Industries Incorporated MPR40-04-CV (Refer to drawing for nozzle sizes) b. Or approved other. B. Bubblers: 1. Manufacturers: a. Hunter Industries Incorporated Inst-04-CV-MSBN-IOF b. Or approved other. C. 4" Pop-up rotary head. Refer to drawing for Rotary type and nozzle size. 1. Manufacturers: a. Hunter Industries Incorporated I-20 b. Or approved other. c. 6" Stainless Steel 2.6 VALVE BOXES A. Electric Valves: 21.8" L x 16.6" W x 12.0" H Standard Rectangular Series with lid and extensions 1. Manufacturers: a. Rain Bird Sprinkler Mfg. Corp. December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 3 b. Or approved other. B. Master Valve/Flow Sensor 2.7 SPRINKLER SPECIALTIES A. Strainer/Filter Units: Pressure Regulating Filter. Refer to drawing for sizes. 1. Manufacturers: a. Netafim b. Or approved other. B. 11/2" PE or PVC tubing: Black Stripe Tubing Netafim Sprinkler Mfg. Corp. Model XBS 250, or approved other. 1. Compression Fittings: Easy Fit Compression Fitting System (Adapters and Fittings) 2. Manufacturer: a. Netafim Sprinkler Mfg. Corp. b. Or approved other. C. Swing Pipe: %2" x 12" long flexible PVC with street elbow Schedule 40 construction. 1. Manufacturer: a. Hunter Sprinkler Mfg. Corp. SPX Series and MSE-050 b. Or approved other. 2.8 AUTOMATIC -CONTROL SYSTEM A. Manufacturers: 1. Rain Master Irrigation Evolution DX 2. Or approved other. B. Enclosures provided by Owner: With locking cover and two matching keys. 1. Material: Metal 2. Mounting: Ground mount C. Control Transformer: Transformer Input 120/230 VAC, 50/60Hz, Transformer Output 24VAC, 4A, Station Output 24VAC, 0.56A (2 Valves), Maximum Total Output 24VAC, 4A (14 valves). D. Wiring: UL 493, Type OF-B multi -conductor, with solid -copper conductors and insulated cable; suitable for direct burial. 1. Manufacturers: a. AFC Cable Systems Inc. b. Alcatel Canada Wire, Inc. c. American Electric Cable Co. d. American Insulated Wire Corp. December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 4 e. Cerro Wire & Cable Co., Inc. f. Colonial Wire and Cable Co., Inc. g. Essex Group, Inc.; Building Wire Products Division. h. Precision Cable Manufacturing Co., Inc. i. Southwire Company. j. Triangle Wire and Cable Co. k. Or approved other. 2. Feeder -Circuit Cables: No. 12 AWG minimum, between building and controllers. 3. Low -Voltage, Branch -Circuit Cables: No. 14 AWG minimum, between controllers and automatic control valves; color -coded different from feeder -circuit -cable jacket color; with jackets of different colors for multiple -cable installation in same trench. 4. Splicing Materials: UL-approved and filled with silicone for waterproofing. PART 3 - EXECUTION 3.1 EARTHWORK A. Refer to 02300 Earthwork for excavating, trenching, and backfilling. B. Install warning tape directly above pressure piping, 12 inches (300 mm) below finished grades, except 6 inches (150 mm) below subgrade under pavement and slabs. C. Install piping and wiring in sleeves under sidewalks, roadways, parking lots, and railroads. D. Drain Pockets: Excavate to sizes indicated. Backfill with cleaned gravel or crushed stone, graded from 3/4 to 3 inches (19 to 75 mm), to 12 inches (300 mm) below grade. Cover gravel or crushed stone with sheet of asphalt -saturated felt and backfill remainder with excavated material. E. Trenches shall be made wide enough to allow a minimum of two (2") inches between parallel pipe lines. Trenches for pipelines shall be made of sufficient depth to provide minimum cover from finish grade as follows: 1. 18"-24" minimum cover over main lines. 2. 14"-18" minimum cover over control lines from controller to valves. 3.2 PIPING APPLICATIONS A. Piping in control -valve boxes and aboveground maybe joined with flanges instead of joints indicated. B. Underground Irrigation Main Piping: Class 200, PVC pipe and socket fittings; and solvent - cemented joints. C. Circuit Piping: Class 200, PVC pipe and socket fittings; and solvent -cemented joints. D. Circuit Piping: PE, controlled OD pipe; PE socket or butt -fusion fittings. E. Risers to Aboveground Sprinklers and Specialties: Schedule 80, PVC pipe and socket fittings; and solvent -cemented joints. December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 5 F. Drain Piping: Schedule 40, PVC pipe and socket fittings; and solvent -cemented joints. G. Sleeves: Schedule 40, PVC pipe and socket fittings; and solvent -cemented joints, sleeves shall be 2 times the diameter of the main line or lateral running through it. H. No pipe shall be laid when, in the opinion of the Project Consultant, trench or weather conditions are unsuitable. When pipe laying is not in progress, the open ends of the installed pipe shall be closed by approved means to prevent entrance of trench water and other foreign material into the line(s). Enough backfill shall be placed in the center sections of the pipe to prevent floating. Any pipe that has floated shall be removed from the trench and re-laid. 3.3 INSTALLATION A. Install piping free of sags and bends. B. Install groups of pipes parallel to each other, spaced to permit valve servicing. C. Install fittings for changes in direction and branch connections. D. Install unions adjacent to valves and to final connections to other components. E. Lay piping on solid subbase, uniformly sloped without humps or depressions. F. Refer to Division 2 Section "Piped Utilities -- Basic Materials and Methods" for basic pipe joint construction. G. Underground Ball Valves: Install in valve box with top flush with grade. 1. Install valves and PVC pipe with restrained, gasketed joints. H. Underground, Manual Control Valves: Install in manual control -valve box. I. Control Valves: Install in control -valve box. J. Install remote valves where shown and group together where practical. Place valves no closer than six (6") inches to walk edges, buildings and walls. Locate all valve boxes in planting beds unless otherwise directed or noted. K. Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed. L. Locate part -circle sprinklers to maintain a minimum distance of 4 inches (100 mm) from walls and 2 inches (50 mm) from other boundaries, unless otherwise indicated. M. Install control cable in same trench as irrigation piping and at least 2 inches (50 mm) below or beside piping. Provide conductors of size not smaller than recommended by controller manufacturer. Install cable in separate sleeve under paved areas if irrigation piping is installed in sleeve. N. Expansion Curls: Expansion curls shall be provided within three (Y) feet of each wire connection to solenoid and at least every three hundred (300') feet in length. (Expansion curls are formed by wrapping at least five (5) turns of wire around a rod or pipe 1" or more in diameter, then withdrawing the rod). December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 6 A. Ground equipment according to Division 16 Section "Grounding and Bonding". B. Connect wiring according to Division 16 Section "Conductors and Cables". 3.5 LABELING AND IDENTIFYING A. Refer to Division 2 Section "Piped Utilities -- Basic Materials and Methods" for equipment nameplates and signs. B. Warning Tapes: Arrange for installation of continuous, underground, detectable warning tape over underground piping, during backfilling of trenches. C. Refer to Division 2 Section "Earthwork" for warning tapes. 3.6 FIELD QUALITY CONTROL A. Hydrostatic Test: 1. Request the presence of the Owner and/or Project Consultant at least forty-eight (48) hours in advance of testing. 2. Testing to be accomplished at the expense of the Contractor, and in the presence of the Owner. 3. Center load piping with small amount of backfill to prevent arching or slipping under pressure. 4. Apply a continuous and static water pressure of fifty (50) psi when welded plastic joints have cured at least twenty-four (24) hours and with the risers capped as follows: a. Main lines and sub mains to be tested for one (1) hour. b. Lateral lines to be tested for one (1) hour. 5. Repair leaks resulting from tests. 6. The lines shall then be retested until satisfactory. 3.7 ADJUSTING A. Adjust settings of controllers. B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. C. Adjust sprinklers so they will be flush with, or not more than 1/2 inch (13 mm) above, finish grade. D. L.I.C. shall select MPR series spray nozzles for "Head -to -Head" coverage adjusted for minimum overspray onto pavement. No overspray is permitted into streets. December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 7 3.8 INSTRUCTIONS After completion and testing of the system, the Contractor will instruct the Owner's personnel in the proper operation and maintenance of the system. 3.9 PROTECTION Contractor shall be responsible for work until finally inspected, tested and accepted. After deliv- ery, and before and after installation, protect work against theft, injury or damage. Protect open ends of work with temporary covers or plugs during construction, to prevent entry of obstruction material. END OF SECTION 02810 December 2021 AUTOMATIC IRRIGATION SYSTEMS 02810 - 8 SECTION 02900 SEEDING PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings, Construction Contract Clauses, Supplementary Conditions and Division 1- General Requirements apply to Work of this Section. 1.2 SECTION INCLUDES A. Seeding at all disturbed areas. B. Establishment of grass. C. Fertilizers. 1.3 RELATED SECTIONS A. Section 02300 — Earthwork: Excavation, filling, rough grading, and subsurface aggregate drainage and drainage backfill. 1.4 SUBMITTALS A. Product certificates signed by manufacturers certifying that their products comply with specified requirements. 1. Manufacturer's certified analysis for standard products. 2. Analysis for other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. 3. Label data substantiating that plants, trees, shrubs, and planting materials comply with specified requirements. B. Certification of grass seed from seed vendor for each grass -seed mixture stating the botanical and common name and percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. C. Material test reports from qualified independent testing agency indicating and interpreting test results relative to compliance of the following materials with requirements indicated. 1. Analysis of existing surface soil. 2. Analysis of imported topsoil. D. Planting schedule indicating anticipated dates and locations for each type of planting. E. Maintenance instructions recommending procedures to be established by Owner for maintenance of landscaping during an entire year. Submit before expiration of required maintenance periods. December 2021 SEEDING 02900-1 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has completed landscaping work similar in material, design, and extent to that indicated for this Project and with a record of successful landscape establishment. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on the Project site during times that landscaping is inprogress. B. Testing Agency Qualifications: To qualify for acceptance, an independent testing agency must demonstrate to Architect's satisfaction, based on evaluation of agency -submitted criteria conforming to ASTM E 699, that it has the experience and capability to satisfactorily conduct the testing indicated without delaying the Work. C. Topsoil Analysis: Furnish a soil analysis made by a qualified independent soil -testing agency stating percentages of organic matter, inorganic matter (silt, clay, and sand), deleterious material, pH, and mineral and plant -nutrient content of topsoil. 1. Report suitability of topsoil for growth of applicable planting material. State recommended quantities of nitrogen, phosphorus, and potash nutrients and any limestone, aluminum sulfate, or other soil amendments to be added to produce a satisfactory topsoil. D. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Section 01500. 1.6 DELIVERY, STORAGE, AND HANDLING A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. B. Seed: Deliver seed in original sealed, labeled, and undamaged containers. 1.7 PROJECT CONDITIONS A. Utilities: Determine location of above grade and underground utilities and perform work in a manner which will avoid damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Architect beforeplanting. 1.8 COORDINATION AND SCHEDULING A. Coordinate installation of planting materials during normal planting seasons for each type of plant material required. 1.9 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. December 2021 SEEDING 02900-2 1.10 MAINTENANCE A. Begin maintenance immediately after each area is planted and continue until acceptable stand of grass is established, but for not less than the following periods: 1. Seeded: 60 days after date of Substantial Completion. a. When full maintenance period has not elapsed before end ofplanting season, or if lawn is not fully established at that time, continue maintenance during next planting season. B. Maintain and establish grasses by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a consistent stand of grass. C. Watering: Provide and maintain temporary piping, hoses, and watering equipment to convey water from sources and to keep grass uniformly moist to a depth of 4 inches. 1. Water grass at the minimum rate of 1 inch per week. D. Mow grass as soon as there is enough top growth to cut with mower set at specified height for principal species planted. Repeat mowing as required to maintain specified height without cutting more than 40 percent of the grass height. Remove no more than 40 percent of grass -leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. E. Postfertilization: Apply fertilizer to grass after first mowing and when grass is dry. 1. Use fertilizer that will provide actual nitrogen of at least 1 lb. Per 1000 sq. ft. of lawn area. PART 2 - PRODUCTS 2.1 GRASS MATERIALS A. Grass Seed: Fresh, clean, dry, new -crop seed complying with the Association of Official Seed Analysts' "Rules for Testing Seeds" for purity and germination tolerances. 1. Seed Mixture: Provide seed of grass species and varieties, proportions by weight, and minimum percentages of purity, germination, and maximum percentage of weed seed as indicated on Schedules at the end of this Section. 2.2 TOPSOIL A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, 4 percent organic material minimum, free of stones 1 inch or larger in any dimension, and other extraneous materials harmful to plant growth. 1. Topsoil Source: Reuse surface soil stockpiled on the site. Verify suitability of surface soil to produce topsoil meeting requirements and amend when necessary. Supplement with imported topsoil when quantities are insufficient. Clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. December 2021 SEEDING 02900-3 2.3 FERTILIZER A. Commercial Fertilizer: Commercial -grade complete fertilizer ofneutral character, consisting of fast- and slow -release nitrogen, 50 percent derived from natural organic sources of urea -form, phosphorous, and potassium in the following composition: 1. Composition: 11 lbs. per 1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight. 2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing agency. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting performance of work of this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Outline areas, and secure Contracting Officer's acceptance before the start of planting work. Make minor adjustments as may be required. 3.3 PLANTING SOIL PREPARATION A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. B. Mix soil amendments and fertilizers with topsoil at rates indicated. Delay mixing fertilizer if planting does not follow placing of planting soil within a few days. 1. A "Planting Soil Amendments Schedule" is included at the end of this Section. C. For grass, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 3.4 GRASS PLANTING PREPARATION A. Limit subgrade preparation to areas that will be planted in the immediate future. B. Loosen subgrade to a minimum depth of 4 inches. Remove stones larger than 1/2 inch in any dimension and sticks, roots, rubbish, and other extraneous materials. C. Spread planting soil mixture to depth required to meet thickness, grades, and elevations shown, after light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen. 1. Place approximately 1/2 the thickness of planting soil mixture required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil mixture. D. Grade grass areas to a smooth, even surface with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit fine grading to areas that can be planted in the immediate future. Remove trash, debris, stones larger than 1/2 inch in any dimension, and other objects that may interfere with planting or maintenance operations. December 2021 SEEDING 02900-4 E. Moisten prepared grass areas before planting when soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. F. Restore prepared areas if eroded or otherwise disturbed after fine grading and before planting. 3.5 SEEDING NEW GRASSED AREAS A. Sow seed with a spreader or a seeding machine. Do not broadcast or drop seed when wind velocity exceeds 2 mph. Evenly distribute seed by sowing equal quantities in 2 directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged in transit or storage. B. Rake seed lightly into top 1/4 inch of topsoil, roll lightly, and water with fine spray. 3.6 CLEANUP AND PROTECTION A. During landscaping, keep pavements clean and work area in an orderly condition. B. Protect landscaping from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.7 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of it off the Owner's property. B. Grassed Areas: Provide soil amendments in not less than the following quantities: 1. Weight of commercial fertilizer per acre: 400 lbs. 3.8 SEED MIXTURES SCHEDULE A. Full -Sun Mixture: Provide certified grass -seed blends or mixes, proportioned by weight, as follows: PROPORTION NAME MIN. PCT. GERM. MIN. PCT. PURE SD. MAX. PCT. WEED SD. 100 pct. Green Sprangletop 0.8 85 0.50 Sideouts Grama 0.5 Plains Bristlegr 1.3 Buffalogrss 1.1 K-RBluestem 9.0 END OF SECTION December 2021 SEEDING 02900-5 SECTION 02920 LAWNS AND GRASSES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this section. 1.2 SUMMARY A. This section refers to establishment of grasses for developed and undeveloped areas damaged or removed by construction activities. All areas within the limits of construction are to be seeded using approved methods and materials. Where seeding is required the Contractor has the option of either planting seed with a drill or planting seed through hydroseeding, or a mixture of both methods, in accordance with these specifications. 1.3 RELATED DOCUMENTS A. Section 02300 — Earthwork. 1.4 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. B. Manufactured Soil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil. E. Developed Areas: Area disturbed by construction activities adjacent to homes apartments or businesses along the roadway. For the purposes of meeting the re -vegetation requirements required under this project, developed areas shall be defined as land with any type of improvement such as a home apartment building, storage building, fence, or any type of business. F. Undeveloped Areas: Area disturbed by construction activities where the land is not developed. For the purposes of meeting the re -vegetation requirements for this project, undeveloped areas shall be defined as land without improvements. 1.5 SUBMITTALS A. Product Data: For each type of product indicated. B. Certification of Grass Seed: From seed vendor for each grass -seed monostand or mixture stating the botanical and common name and percentage by weight of each species and December 2021 LAWNS AND GRASSES 02920 - 1 variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. 1. Certification of each seed mixture for turfgrass, identifying source, including name and telephone number of supplier. 2. Certification that any trees, sod or seed are from nurseries that are certified to be fire ant free. C. Product Certificates: For soil amendments and fertilizers, signed by product manufacturer. D. Qualification Data: For landscape installer. E. Planting Schedule: Indicating anticipated planting dates for each type of planting. F. Preconstruction Condition Documentation: Prior to construction in any developed or undeveloped area, submit video or photographic evidence that shows all areas to be disturbed. This will provide the documentation of the "preconstruction" condition of these areas. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful grass establishment. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. 1.7 DELIVERY, STORAGE, AND HANDLING A. Seed: Deliver seed in original sealed, labeled, and undamaged containers. 1.8 SCHEDULING A. Planting Restrictions: Coordinate planting periods with maintenance periods to provide required maintenance from date of Substantial Completion. B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. C. When construction activities are completed outside planting periods for seeding operations, the Contractor shall overseed the areas disturbed by construction activities with annual rye grass as a temporary stabilization measure. The Contractor shall re -seed areas overseeded with annual rye with approved permanent stabilization grasses as soon as practical during the following planting season. 1.9 AREA MAINTENANCE A. Begin maintenance immediately after each area is planted and continue until an acceptable stand of grass is established as defined in Section 3.7 "Satisfactory Grass Establishment", but for not less than 40 calendar days from date of Substantial Completion. B. Maintain and establish grass by watering, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch. December 2021 LAWNS AND GRASSES 02920 - 2 C. Watering: Provide and maintain temporary piping, hoses, or other lawn -watering equipment to convey water from sources to keep soil uniformly moist. 1. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. Lay out temporary watering system to avoid walking over muddy or newly planted areas. 2. Water seed at a minimum rate of 1 inch per week. D. Mow grass as soon as top growth is tall enough to cut. Repeat mowing to maintain specified height without cutting more than 40 percent of grass height. Remove no more than 40 percent of grass -leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. Schedule initial and subsequent mowings to maintain the following grass height: Mow grass 4 inches to 6 inches high. E. Seeding Postfertilization: Apply fertilizer after initial mowing and when grass is dry. Use fertilizer that will provide actual nitrogen of at least 1 lb/1000 sq. ft. to seeded area. PART 2 -PRODUCTS 2.1 SEED A. Grass Seed: Fresh, clean, dry, new -crop seed complying with AOSA's "Journal of Seed Technology; Rules for Testing Seeds" for purity and germination tolerances. B. Seed Species: Seed of grass species as follows, with not less than 95 percent germination, not less than 85 percent pure seed, and not more than 0.5 percent weed seed: Use Bermuda grass seed for disturbed undeveloped areas. Choose a variety such as Celebrity Bermuda, overseed with rye, and submit to the Engineer 60 days prior to planting for approval. 2.2 TURFGRASS SOD (Not required.) A. Turfgrass Sod: Approved, complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Turfgrass Species: Bermuda grass (Cynodon dactylon tiffway cultivar) 2.3 TOPSOIL A. Contractor may use approved topsoil obtained from stripping ahead of construction activities. 2.4 PLANTING ACCESSORIES A. Selective Herbicides: EPA registered and approved, of type recommended by manufacturer for application. December 2021 LAWNS AND GRASSES 02920 - 3 2.5 FERTILIZER A. Slow -Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water -insoluble nitrogen, phosphorus, and potassium in the following composition: Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium, by weight. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine areas to receive grasses for compliance with requirements and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect adjacent and adjoining areas from hydroseeding overspray. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Remove weeds before seeding by applying selective herbicides as required do not use pre -emergence herbicides. D. Limit subgrade preparation to areas to be planted. Loosen subgrade to a minimum depth of 4 inches. Remove stones larger than one inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. Pulverize or roto-till soil clods to less than one-half inch equivalent diameter. 1. Apply fertilizer directly to subgrade before loosening at a rate of 400 pounds per acre. 2. Reduce elevation of planting soil to allow for soil thickness of sod. E. Adjacent Subgrades: If grasses are to be planted in areas unaltered or undisturbed by excavating, grading, or surface soil stripping operations; but were affected by stockpiling, vehicular traffic or other ancillary activity relating to construction operations, prepare surface soil as follows: Loosen surface soil to a depth of at least of 4 inches. a. Apply fertilizer directly to subgrade before loosening at a bulk rate of 400 pounds per acre. 2. Remove stones larger than one inch in any dimension and sticks, roots, trash, and other extraneous matter. 3. Legally dispose of waste material, including grass, vegetation, and turf, off Owner's property. F. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1/2 inch of finish elevation. Roll and December 2021 LAWNS AND GRASSES 02920 - 4 rake, remove ridges, and fill depressions to meet finish grades. Limit fine grading to areas that can be planted in the immediate future. G. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. H. Restore areas if eroded or otherwise disturbed after finish grading and before planting. 3.3 DRILLED SEEDING A. Sow seed with drill specifically designed for type of seed to be used. Do not broadcast or drop seed when wind velocity is excessive. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged. B. Sow seed at the rate of 2 lb. of pure live seed (pls) per 1000 sf. Bermuda and 4 lb. of rye. C. Roll lightly, and water with fine spray. 3.4 HYDROSEEDING A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogeneous slurry suitable for hydraulic application. 1. Mix slurry with nonasphaltic or asphalt -emulsion tackifier. 2. Apply slurry uniformly to all areas to be seeded in a one-step process. 3.5 SODDING (Not required.) A. Lay sod within 48 hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. 1. Lay sod across angle of slopes exceeding three horizontal to one vertical. 2. Anchor sod on slopes exceeding six horizontal to one vertical with wood pegs or staples spaced as recommended by sod manufacturer but not less than 2 anchors per sod strip to prevent slippage. C. Saturate sod with fine water spray within two hours of planting. During first week, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches below sod. 3.6 RENOVATION OF LAWNS A. Renovate existing grasses and landscaping damaged by Contractor's operations, such as storage of materials or equipment and movement of vehicles, at Contractor's expense. December 2021 LAWNS AND GRASSES 02920 - 5 1. Reestablish lawn where settlement or washouts occur or where minor regrading is required. 2. Contractor shall replace damaged grass or plants with grass or plants that are identical to those present in the existing lawn or landscaping. B. Remove sod and vegetation from diseased or unsatisfactory lawn areas; do not bury in soil. C. Remove topsoil containing foreign materials resulting from Contractor's operations, including oil drippings, fuel spills, stone, gravel, and other construction materials, and replace with new topsoil. D. Remove weeds before seeding. Where weeds are extensive, apply selective herbicides as required. Do not use pre -emergence herbicides. E. Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf, and legally dispose of them off Owner's property. F. Till stripped, bare, and compacted areas thoroughly to a soil depth of 6 inches. G. Apply soil amendments and initial fertilizers required for establishing new lawns and mix thoroughly into top 4 inches of existing soil. Provide new planting soil to fill low spots and meet finish grades. H. Water newly planted areas and keep moist until new grass is established. 3.7 SATISFACTORY GRASS ESTABLISHMENT A. Satisfactory Seeded Area: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots not exceeding 5 by 5 inches. B. Satisfactory sodded Area: At end of maintenance period, a healthy, well -rooted, even -colored, viable stand of grass has been established, free of weeds, open joints, bare areas, and surface irregularities. C. Reestablish grasses that do not comply with requirements and continue maintenance until grasses are satisfactory to the Owner. 3.8 CLEANUP AND PROTECTION A. Promptly remove soil and debris created by landscape work from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Erect barricades and warning signs as required to protect newly planted areas from traffic. Maintain barricades throughout maintenance period and remove after lawn is established. C. Remove erosion -control measures after grass establishment period in accordance with the Storm Water Pollution Prevention Plan. END OF SECTION December 2021 LAWNS AND GRASSES 02920 - 6 DIVISION 3 — CONCRETE December 2021 DIVISION 3 — CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 -General Requirements apply to work of this section. B. TxDOT Guide Schedule of Sampling and Testing 1.2 SUMMARY A. This Section includes, but is not limited to cast -in -place concrete, including formwork, reinforcing, mix design, placement procedures, curing, and finishes. B. Cast -in -place concrete includes but is not limited to the following: 1. Concrete Rip -rap. 2. Sign anchors. 3. ADA ramps. 4. Illumination pole foundations. 5. Headwalls, wingwalls, and aprons. 6. Utility encasements. 7. Cast -in -place manhole bases and manhole riser supports at pipe tee locations. C. Concrete for pavement, sidewalk, curb and gutter, driveways, and alleys shall meet the City of Lubbock Specifications. 1.3 SUBMITTALS A. Submit product data in accordance with Section 01330 —Submittal Procedures. B. Product Data: For each type of manufactured material and product indicated. C. Design Mixes: For each concrete mix. D. Shop drawings for reinforcement detailing fabricating, bending, and placing concrete reinforcement. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" showing bar schedules, stirrup spacing, bent bar diagrams, materials, steel grades, and arrangement of concrete reinforcement and methods of support. Include special reinforcing required for openings through concrete structures. E. Laboratory test reports for concrete materials and mix design test. F. Formwork shop drawings: Prepared by or under supervision of a qualified Professional Engineer detailing fabrication, assembly, and support of formwork. Design and Engineering of formwork are Contractor's responsibility. G. Shoring and Reshoring: Indicated proposed schedule and sequence of stripping formwork, shoring removal and installing and removing reshoring. December 2021 CAST -IN -PLACE CONCRETE 03300 - 1 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. American Concrete Institute (ACI) 301, "Specifications for Structural Concrete for Buildings." 2. ACI 318, "Building Code Requirements for Reinforced Concrete." 3. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice." 4. American Concrete Institute (ACI) 305R, "Hot Weather Concreting." 5. American Concrete Institute (ACI) 306R, "Cold Weather Concreting." 6. American Concrete Institute (ACI) 306.1, "Standard Specification for Cold Weather Concreting." 7. American Concrete Institute (ACI) 350R, "Environmental Engineering Concrete Structures." 8. American Concrete Institute (ACI) 117, "Specifications for Tolerances for Concrete Construction and Materials." B. Concrete Testing Service: Engage a testing agency acceptable to Owner to perform material evaluation tests and to design concrete mixes. Agency shall be qualified according to ASTM C 1077 and ASTM E 329 to conduct the testing indicated. Personnel conducting field test shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-I or an equivalent certification program. C. Materials and installed Work may require testing and retesting at any time during progress of Work. Tests, including retesting of rejected materials for installed Work, shall be done at Contractor's expense. D. Installer Qualifications: An experienced installer who has completed concrete work similar in material, design, and extent to that indicated for this project and whose work has resulted in construction with a record of successful in-service performance. E. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94, "Requirements for Production Facilities and Equipment." Manufacturer must be certified according to the National Ready Mixed Concrete Association Certification of Ready Mixed Concrete Production Facilities. PART 2 -PRODUCTS 2.1 FORM MATERIALS A. Refer to City of Lubbock Public Works Engineering Minimum Design Standards and Specifications 2.2 REINFORCING MATERIALS A. Refer to City of Lubbock Public Works Engineering Minimum Design Standards and Specifications 2.3 CONCRETE MATERIALS December 2021 CAST -IN -PLACE CONCRETE 03300 - 2 A. Refer to City of Lubbock Public Works Engineering Minimum Design Standards and Specifications 2.4 CURING COMPOUND A. Liquid -type membrane -forming curing compound with white pigment complying with ASTM C 309, Type 2, Class A. Moisture loss not more than 1.0 pounds per square yard when applied at 200 sq. ft./gal. 2.5 RELATED MATERIALS A. Dovetail Anchor Slots: Hot -dip galvanized sheet steel, not less than 0.0336 inch thick with bent tab anchors. Fill slot with temporary filler or cover face opening to prevent intrusion of concrete or debris. B. Sand Cushion: Clean, manufactured or natural sand with plasticity index of 8 or less. D. Bonding Agent: Polyvinyl acetate or acrylic base. E. Epoxy Adhesive: ASTM C 881, two -component material suitable for use on dry or damp surfaces. Provide material type, grade, and class to suit Project requirements. 2.6 PROPORTIONING AND DESIGNING MIXES A. Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301. For the trial batch method, use an independent testing agency acceptable to Engineer for preparing and reporting proposed mix designs. 1. Do not use the same testing agency as Owner for field quality control testing. B. Submit written reports to Engineer of each proposed mix for each class of concrete at least 15 days prior to start of Work. Do not begin concrete production until proposed mix designs have been reviewed by Engineer. Do not submit mix designs for other projects or that are over 60 days of age. Do not submit concrete cylinder strength reports from other projects that are older than 45 days, or that are not of the proposed mix design. C. Standard design mix to be used unless noted otherwise, provide normal weight concrete with the following properties: Refer to City of Lubbock Public Works Engineering Minimum Design Standards and Specifications3000 psi, 28-day compressive strength. D. Water related structures mix design: Provide normal weight concrete with the following properties: 1. 4500 psi, 28-day compressive strength. 2. Type I cement 3. Fly Ash: 30% of total cementitious weight. 4. Minimum slump: 6 inches 5. Maximum slump: 8 inches 6. Maximum water cementitious material ratio:.40 December 2021 CAST -IN -PLACE CONCRETE 03300 - 3 7. Add air -entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having an air content of 5 to 7 percent, unless otherwise indicated. 8. Water proofing admixture. E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, as accepted by Engineer. Laboratory test data for revised mix design and strength results must be submitted to and accepted by Engineer before using in Work. 2.7 ADMIXTURES A. Use water -reducing admixture or high -range water -reducing admixture (superplasticizer) in concrete, as required, for placement and workability. B. Use accelerating admixture in concrete slabs placed at ambient temperatures below 50 deg Fahrenheit. C. Use admixtures for water reduction and set accelerating or retarding in strict compliance with manufacturer's directions. D. Use water -reducing admixture in pumped concrete, concrete required to be water tight, and concrete with a water cementitious materials ratio below 0.50. E. Limit water-soluble, chloride ion content in hardened concrete to 0.15 percent by weight of cement. 2.8 CONCRETE MIXING A. Ready -Mixed Concrete: Comply with requirements of ASTM C 94, and as specified. When air temperature is between 85 deg F and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes, and when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. 2.9 FLOWABLE FILL Flowable fill shall consist of a concrete mixture of pea gravel and sand with a cement content of 2 sacks per cubic yard. Flowable fill shall be used for backfill in all utility ditches within the right of way, and other areas as specified. December 2021 CAST -IN -PLACE CONCRETE 03300 - 4 PART 3 -EXECUTION 3.1 GENERAL A. Coordinate the installation of joint materials, vapor retarder, and other related materials with placement of forms and reinforcing steel. Before concrete placement operations begin, the substrate shall be fully prepared. Contractor shall be responsible for verifying that all work which will be embedded is complete and necessary inspections have been performed. Pour stops or bulkheads shall be in place and reinforcement shall be secured in proper location. 3.2 FORMS A. General: Design, erect, support, brace, and maintain formwork to support vertical, lateral, static, and dynamic loads that might be applied until concrete structure can support such loads. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. Maintain formwork construction tolerances and surface irregularities complying with the following ACI 347 limits: 1. Provide Class A tolerances for concrete surfaces exposed to view. 2. Provide Class C tolerances for other concrete surfaces. B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate alignment, location, grades, level, and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in the Work. Use selected materials to obtain required finishes. Solidly butt joints and provide backup at joints to prevent cement paste from leaking. C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like for easy removal. D. Provide temporary openings for clean -outs and inspections where interior area of formwork is inaccessible before and during concrete placement. Securely brace temporary openings and set tightly to forms to prevent losing concrete mortar. Locate temporary openings in forms at inconspicuous locations. E. Chamfer exposed corners and edges as indicated, using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. F. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses, and chases from trades providing such items. Accurately place and securely support items built into forms. G. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, or other debris just before placing concrete. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. December 2021 CAST -IN -PLACE CONCRETE 03300 - 5 3.3 PLACING REINFORCEMENT A. General: Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars," for details and methods of reinforcement placement and supports and as specified. 1. Avoiding cutting or puncturing vapor retarder during reinforcement placement and concreting operations. Repair damages before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy bond with concrete. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as approved by Engineer. D. Place reinforcement to maintain minimum coverages as indicated for concrete protection. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. E. Install welded wire fabric in lengths as long as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction. F. Do not weld reinforcing bars unless specifically shown. Where shown on the plans, comply with AWS D1.4. Bars to be welded shall conform to ASTM A706. 3.4 JOINTS A. Sawed Joints a. The Contractor shall provide sawing equipment adequate in number of units and power to complete the sawing to the required dimensions. The Contractor shall provide at least one standby saw in good working order and a supply of saw blades at the site of the work at all times during sawing operations. b. Joints shall be cut as shown on the plan. The circular cutter shall be capable of cutting a groove in a straight line and shall produce a slot of at least 1/8-inch wide and to the depth shown on the plans. When shown on the plans or required by the specifications, the top portion of the slot or groove shall be widened by means of a second shallower cut. c. Sawing of the joints shall commence as soon as the concrete has hardened sufficiently to support the saws (no longer than 6 hours after surface finishing) and permit cutting without chipping, spalling, or tearing (per ACI 330R). d. Sawing shall be carried on both during the day and night as required to meet minimum time constraints. The joints shall be sawed at the required spacing consecutively in sequence of the concrete placement, unless otherwise approved by the Engineer. December 2021 CAST -IN -PLACE CONCRETE 03300 - 6 B. Curb and gutter (Class A concrete) shall be constructed with an expansion joint at the tangent point of each return at intersections and at intervals not more than 40 feet between the intersections. a. Construction joints formed by removable metal templates accurately shaped to the cross-section of the curb and gutter shall be located at the midpoint of each section between expansion joints, or as directed by the Engineer. b. Tooled contraction joints cut at least one quarter the concrete depth shall be placed at 10 foot intervals. C. Construction Joints: Locate and install construction joints so they do not impair strength or appearance of the structure, as acceptable to Engineer. B. Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints except as indicated otherwise. Do not continue reinforcement through sides of strip placements. D. Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. E. Waterstops: Provide waterstops in construction joints as indicated. Install waterstops to form continuous diaphragm in each joint. Support and protect exposed waterstops during progress of work. Field fabricate joints in waterstops according to manufacturer's printed instructions. F. Isolation Joints in Slabs -on -Grade: Construct isolation joints in slabs -on -grade at points of contact between slabs -on -grade and vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. G. Contraction (Control) Joints in Slabs -on -Grade: Construct contraction joints in slabs -on -grade to form panels of patterns as shown. 3.5 INSTALLING EMBEDDED ITEMS A. General: Set and build into formwork anchorage devices and other embedded items required for other work that is attached to or supported by cast -in -place concrete. Use setting drawings, diagrams, instructions, and directions provided by suppliers of items to be attached. B. Install dovetail anchor slots in concrete structures as indicated on drawings. C. Forms for Slabs: Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and contours in finished surfaces. Provide and secure units to support screed strips using strike -off templates or compacting -type screeds. D. Ends of storm sewer pipe to be embedded in cast -in -place walls shall be in place prior to setting formwork and reinforcement, floor slab inclusive. 3.6 PREPARING FORM SURFACES A. General: Coat contact surfaces of forms with an approved, nonresidual, low-VOC, form -coating compound before placing reinforcement. December 2021 CAST -IN -PLACE CONCRETE 03300 - 7 B. Do not allow excess form -coating material to accumulate in forms or come into contact with in -place concrete surfaces against which fresh concrete will be placed. Apply according to manufacturer's instructions. Coat steel forms with a nonstaining, rust -preventative material. Rust -stained steel formwork is not acceptable. 3.7 CONCRETE PLACEMENT A. Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast in. Notify other trades to permit installation of their work. B. General: Comply with ACI 304, "Guide for Measuring, Mixing, Transporting, and Placing Concrete," and as specified. C. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened sufficiently to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation at its final location. D. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 1. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand -spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete complying with ACI 309. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix to segregate. E. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until completing placement of a panel or section. 1. Consolidate concrete during placement operations so that concrete is thoroughly worked around reinforcement, other embedded items and into corners. 2. Bring slab surfaces to correct level with a straightedge and strike off. Use bull floats or darbies to smooth surface free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. 3. Maintain reinforcing in proper position on chairs during concrete placement. F. Cold -Weather Placement: Comply with provisions of ACI 306 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. G. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and not more than 80 deg F at point of placement. December 2021 CAST -IN -PLACE CONCRETE 03300 - 8 1. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 2. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise accepted in mix designs. H. Hot -Weather Placement: When hot weather conditions exist that would impair quality and strength of concrete, place concrete complying with ACI 305R and as specified. 1. Cool ingredients before mixing to maintain concrete temperature at time of placement to below 90 deg F. Mixing water may be chilled or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcing steel with water -soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedding in concrete. 3. Fog spray forms, reinforcing steel, and subgrade just before placing concrete. Keep subgrade moisture uniform without puddles or dry areas. 4. Use water -reducing retarding admixture when required by high temperatures, low humidity, or other adverse placing conditions, as acceptable to Engineer. I. Water may be added to the concrete at the project site, subject to the following conditions: 1. Truck tickets indicate maximum amount of water that can be added without exceeding the maximum specified water/cement ratio. 2. Water is added in a manner to control volume added. 3. Concrete is properly re -mixed after addition of water. 4. Inspector is notified, if concrete placement requires inspection. 5. Site added water should be done prior to taking concrete samples for testing. 6. Do not add water to concrete after adding high range water -reducing admixtures to mix. 3.8 FINISHING FORMED SURFACES A. Rough -Formed Finish (FOR 5" CONC RIPRAP IN CHANNEL FLOWLINE): Provide a rough -formed finish on formed concrete surfaces not exposed to view in the finished Work or concealed by other construction. This is the concrete surface having texture imparted by form -facing material used, with tie holes and defective areas repaired and patched, and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. B. Smooth -Formed Finish: Provide a smooth -formed finish on formed concrete surfaces exposed to view or to be covered with a coating material applied directly to concrete, or a covering material applied directly to concrete, such as waterproofing, dampproofing, veneer plaster, painting, or another similar system. This is an as -cast concrete surface obtained with selected form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch defective areas with fins and other projections completely removed and smoothed. C. Smooth -Rubbed Finish: Provide smooth -rubbed finish on scheduled concrete surfaces that have received smooth -formed finish treatment not later than 1 day after form removal. 1. Moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. December 2021 CAST -IN -PLACE CONCRETE 03300 - 9 D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike -off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. 3.9 MONOLITHIC SLAB FINISHES A. Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish and other finishes as specified; slab surfaces to be covered with membrane or elastic waterproofing, membrane or elastic roofing, or sand -bed terrazzo; and where indicated. 1. After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for floating. Begin floating, using float blades or float shoes only, when surface water has disappeared, or when concrete has stiffened sufficiently to permit operation of power -driven floats, or both. Consolidate surface with power -driven floats or by hand -floating if area is small or inaccessible to power units. Finish surfaces to tolerances of F(F) 18 (floor flatness) and F(L) 15 (floor levelness) measured according to ASTM E 1155 . Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. 2. Remove any efflorescence as soon as feasible after its appearance. If the efflorescence hardens, then remove with a mild detergent or a mild acid cleaner. B. Trowel Finish: Apply a trowel finish to monolithic slab surfaces exposed to view and slab surfaces to be covered with resilient flooring, carpet, ceramic or quarry tile, paint, or another thin film -finish coating system. After floating, begin first trowel -finish operation using a power -driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand -troweling operation, free of trowel marks, uniform in texture and appearance, and finish surfaces to tolerances of F(F) 20 (floor flatness) and F(L) 17 (floor levelness) measured according to ASTM E 1155. Grind smooth any surface defects that would telegraph through applied floor covering system. C. Nonslip Broom Finish: Apply a nonslip broom finish to concrete pavement, curb and gutter, sidewalks, riprap, platforms, steps, and ramps, and elsewhere as indicated. Immediately after float finishing, slightly roughen concrete surface by brooming with fiber -bristle broom perpendicular to main traffic route. Coordinate required final finish with Engineer before application. 3.10 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place, and cure concrete as specified to blend with in -place construction. Provide other miscellaneous concrete filling shown or required to complete Work. 3.11 CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather protect concrete from rapid moisture loss before and during finishing operations with an evaporation -control material. Apply December 2021 CAST -IN -PLACE CONCRETE 03300 - 10 according to manufacturer's instructions after screeding and bull floating, but before power floating and troweling. B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. C. Curing Methods: Cure concrete by curing compound, and moisture -retaining cover curing. D. Apply curing compound on exposed interior slabs and on exterior slabs, walks, and curbs as follows: Apply curing compound to concrete slabs as soon as final finishing operations are complete (within 1 hours and after surface water sheen has disappeared). Apply uniformly in continuous operation by power spray. Recoat areas subjected to rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.12 REMOVING FORMS A. General: Formwork not supporting weight of concrete, such as sides of beams, walls, columns, and similar parts of the work, may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form -removal operations, and provided curing and protection operations are maintained. A. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -coating compound as specified for new formwork. B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use patched forms for exposed concrete surfaces except as acceptable to Engineer. 3.14 CONCRETE SURFACE REPAIRS A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removing forms, when acceptable to Engineer. B. Mix dry -pack mortar, consisting of one part portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. 1. Cut out honeycombs, rock pockets, voids over 1/4 inch in any dimension, and holes left by tie rods and bolts down to solid concrete but in no case to a depth less than 1 inch. Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water, and brush -coat the area to be patched with bonding agent. Place patching mortar before bonding agent has dried. 2. For surfaces exposed to view, blend white portland cement and standard portland cement so that, when dry, patching mortar will match surrounding color. Provide test areas at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. December 2021 CAST -IN -PLACE CONCRETE 03300 - 11 C. Repairing Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Engineer. Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. Flush out form tie holes and fill with dry -pack mortar or precast cement cone plugs secured in place with bonding agent. 1. Repair concealed formed surfaces, where possible, containing defects that affect the concrete's durability. If defects cannot be repaired, remove and replace the concrete. D. Repairing Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface tolerances specified for each surface and finish. Correct low and high areas as specified. Test unformed surfaces sloped to drain for trueness of slope and smoothness by using a template having the required slope. 1. Repair finished unformed surfaces containing defects that affect the concrete's durability. Surface defects include crazing and cracks in excess of 0.01 inch wide or that penetrate to the reinforcement or completely through nonreinforced sections regardless of width, spalling, popouts, honeycombs, rock pockets, and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. Proprietary underlayment compounds may be used when acceptable to Engineer. 4. Repair defective areas, except random cracks and single holes not exceeding 1 inch in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose reinforcing steel with at least 3/4 inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. E. Repair isolated random cracks and single holes 1 inch or less in diameter by dry -pack method. Groove top of cracks and cut out holes to sound concrete and clean of dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding compound. Place dry -pack before bonding agent has dried. Compact dry -pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. If random cracks and single holes indicate weeping and leakage under adjacent hydrostatic head, seal with Avanti International Scotch Seal 5600 urethane, water -activated grout prior to dry packing. F. Perform structural repairs with prior approval of Engineer for method and procedure, using specified epoxy adhesive and mortar. G. Repair methods not specified above may be used, subject to acceptance of Engineer. 3.15 HYDRAULIC LEAKAGE REPAIR A. Joints, embedments and penetrations that exhibit leakage or weeping when under adjacent hydrostatic pressure shall be sealed with Avanti International Scotch Seal 5600 December 2021 CAST -IN -PLACE CONCRETE 03300 - 12 water -activated urethane grout. Procedures and surface finish over urethane grout shall be as approved by the Engineer. 3.16 QUALITY CONTROL TESTING DURING CONSTRUCTION A. Sampling and testing for quality control during concrete placement shall be performed in accordance with TxDOT Guide Schedule of Sampling and Testing 1. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi. B. Test results will be reported in writing to Engineer, ready -mix producer, and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-day tests and 28-day tests. C. Additional Tests: The Contractor will make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Engineer. The Owner may require the Contractor to conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. D. Questionable Concrete 1. Concrete shall be considered "Questionable Concrete" where any of the following test evaluations occur: a. Individual test strength is below specified strength; or b. Samples of concrete for acceptance test cylinders are not representative of concrete in -place in the structure; or c. Insufficient or inadequate concrete curing; or d. Insufficient number of acceptance test cylinders for day's concreting were made for testing. 2. Except where core tests will impair the strength of the structure, core test as directed by the Owner shall be made at no cost to the Owner to resolve Questionable Concrete. If core tests fail to demonstrate the test strength required by the contract documents or structural analysis does not confirm the adequacy of the structure, the Owner may, at his discretion, reject the work or require load tests or additional construction. Should structural analysis confirm the adequacy of the structure, the Owner may, at his discretion, accept the concrete with credit for the full value of the concrete delivered to the site in accordance with the General Conditions. The Contractor shall pay all costs incurred in providing the additional testing or analysis to resolve the acceptability of Questionable Concrete. 4. Core Tests a. Three representative cores shall be taken from each member or area of concrete for each test considered questionable. Location of cores shall be as directed by the December 2021 CAST -IN -PLACE CONCRETE 03300 - 13 Owner to least impair the strength of the structure. Damaged cores shall be replaced. b. Cores shall be obtained and tested in accordance with ASTM C42 except that if concrete in the structure will be dry under service conditions the cores shall be air dried (temperature 60 degrees F. to 80 degrees F., and relative humidity less than 60%) for 7 days before test and shall be tested dry. If the concrete in the structure will be more than superficially wet under service conditions, the cores shall be immersed in water for at least 48 hours and tested wet. c. Questionable concrete will be considered structurally acceptable if the average of the cores is equal to or greater than 90% of the specified strength and no single core is greater than 500 psi below specified strength. END OF SECTION 03300 December 2021 CAST -IN -PLACE CONCRETE 03300 - 14 CITY OF LUBBOCK, TEXAS 114TH STREET PAVING IMPROVEMENTS SLIDE ROAD TO QUAKER AVENUE KA AvnQ DANIEL M. POPE CITY MANAGER W. JARRETT ATKINSON CITY COUNCIL DIVISION DIRECTOR OF ENGINEERING / CITY ENGINEER MICHAEL G. KEENUM, P.E., C.F.M ASSISTANT CITY ENGINEER JOSH KRISTINEK, P.E. ENGINEERING CIP AND DESIGN SERVICES JUAN A. CHADIS DISTRICT 1 BAILEY RATCLIFFE, P.E. SHELIA PATTERSON HARRIS DISTRICT 2 JEFF GRIFFITH DISTRICT 3 STEVE MASSENGALE DISTRICT 4 *'+ .. RANDY CHRISTIAN DISTRICT 5 LESLIE P. BRUCE LATRELLE JOY DISTRICT 6 �-.. 7360 �� Jj e97360 ofll �.<I� 1 1 / 1 7/2021 I—fq HUGO REED AND ASSOCIATES, INC. TEXAS REGISTERED ENGINEERING FIRM F-760 TEXAS LICENSED SURVEYING FIRM 100676-00 November 2021 Kimley)))Horn DESIGN SPEED: 45 MPH ❑8 WZ$ Lu uj �a SHEET NO DESCRIPTION DRAINAGE DETAILS = 120 DRAINAGE AREA MAP OVERALL L o ocn 121 TO 122 DRAINAGE AREA MAP LOCAL V GENERAL 123 HYDROLOGIC & HYDRAULIC CALCULATIONS 1 TITLE SHEET 124 TO 128 STORMWATER ROUTING, aLL ^ _ 2 INDEX 129 CULVERTS KEY PLAN 3 PROJECT LAYOUT 130 TO 143 CULVERT LAYOUTS g 4 SURVEY CONTROL 144 DOWNSTREAM CHANNEL GRADING =�F - 5 EXISTING TYPICAL SECTIONS 145 DOWNSTREAM CHANNEL HORIZONTAL ALIGNMENT DATA 6 TO 9 PROPOSED TYPICAL SECTIONS 146 DRAINAGE DETAILS - 10 TYPICAL SECTIONS - ALTERNATE #4 �x 11 GENERAL NOTES DRAINAGE STANDARDS 12 TO 15 QUANTITY SUMMARIES 147 *BCS s 148 * PW TRAFFIC CONTROL PLAN 149 *ECD 16 TCP NARRATIVE AND GENERAL NOTES 150 *SCP-6 17 TO 26 TCP TYPICAL SECTIONS 151 *SCP-8 27 TO 29 TRAFFIC CONTROL LAYOUT PHASE 1, STEP 1 152 *SCP-MD 30 TO 32 TRAFFIC CONTROL LAYOUT PHASE 1, STEP 2 33 TO 35 TRAFFIC CONTROL LAYOUT PHASE 2, STEP 1 153 TO 154 *SETB-PD 36 TO 38 TRAFFIC CONTROL LAYOUT PHASE 2, STEP 2 155 *PBGC 156 TO 157 *I -CO (FTW) 158 TO 161 *CCO162 TRAFFIC CONTROL STANDARDS *PB 39 TO 50 * BC (I - 1 2) - 1 4 163 * PDD 51 TO 52 *TCP(1-2-4)-18 164 TO 165 *PSL 53 *TCP(7-1)-13 54 *TSR(4)-13 UTILITIES 55 TO 56 *WZ(BTS 1-2)-13 57 *WZ(STPM)-13 166 TO 168 EXISTING UTILITY LAYOUT 169 TO 170 MISCELLANEOUS UTILITY DETAILS 58 *WZ(TD-17) 59 *TREATMENT FOR VARIOUS EDGE CONDITIONS 60 TO 61 *LPCB-13 PAVEMENT MARKINGS & DELINEATION DETAILS _ z Lu a 171 SUMMARY OF SMALL SIGNS x ROADWAY DETAILS 172 TO 174 PAVEMENT MARKING AND SIGNING LAYOUT > > 0 175 PAVEMENT MARKING AND SIGNING LAYOUT - ALTERNATE #4 OQ 62 TO 64 REMOVAL PLAN re a LU 65 TO 66 HORIZONTAL ALIGNMENT DATA TRAFFIC STANDARDS — � Y u a 67 72 TO TO 71 81 PLAN AND PROFILE SHEETS INTERSECTION LAYOUTS 176 TO 179 *PM(1-4)-20 z_ =U' 180 *SMD(GEN)-08 > O 82 TO 91 RIPRAP DETAILS 181 TO 183 *SMD(SLIP 1-3)-08 a p 93 92 TO 97 MEDIAN DETAILS MISCELLANEOUS DETAILS 184 *TSR(4)-13 w LU w 98 101 TO TO 100 108 DRIVEWAY LAYOUTS ROADWAY DETAILS ILLUMINATION w o f c--i® 185 TO 186 ILLUMINATION SUMMARY v ROADWAY STANDARDS 187 TO 189 ILLUMINATION LAYOUT 109 TO 1 1 0 * CROP ( 1 -2) -20 111 *JTFPCP ILLUMINATION STANDARDS 112 *JS-14 190 TO 196 **ED(1-7)-14 113 TO 116 *PED-18 197 TO 198 **RID(1-2)-10 117 TO 119 *PRD-13 199 TO 202 **RIP(1-4)-19 X LU ENVIRONMENTAL ISSUES 0 z 203 TO 205 EROSION CONTROL PLAN 206 EROSION CONTROL BLANKET DETAIL ENVIRONMENTAL STANDARDS 207 TO 209 *EC(1-3)-16 ■ THE STANDARD SHEETS, SPECIFICALLY 210 TO 212 * EC (9) -1 6 **THE STANDARD SHEETS, SPECIFICALLY IDENTIFIED IN THIS SHEET, HAVE BEEN s+� SELECTED BY ME OR UNDER MY RESPONSIBLE �� IDENTIFIED IN THIS SHEET, HAVE BEEN �' s+� SELECTED BY ME OR UNDER MY RESPONSIBLE m +•' SUPERVISION AS BEING APPLICABLE+' +�� SUPERVISION AS BEING APPLICABLE m �.LESLIE P. BRU_CE TO THIS PROJECT. SCOTT C. SCHM[DT TO THIS PROJECT.z� z z {j y'•. 97360 �,�, i lj p'; 105151 SIGNATURE OF REGISTRANT 11/17/2021 SIGNATURE OF REGISTRANT �1 11/17/2021 DATE DATE SHEET 1 OF 1 z STA 0.60.70 BEGIN ALTERNATE #4 STA 5+23.59 END ALTERNATE #4 j — — STA 6+10.21 — — — — — — — — — BEGIN PROJECT to O - f u, --—-- — -- —- ALTERNATE #4 I STA 57,69.59 END PROJECT 7 w z Z > > ----------------------- 'o dal l III II I I wr— SE _ A BI zr— —L �— J— 1— Lj�� -----� c- j- I wLn , —Ic�r 9L CO o 2G x ~ cr > vy N cr 9G F� G� 0 250 500 ❑8 WZLU L o0 � ¢V Z o �Pi g z � F ZE OF T \\\ F �.LESLIE P. BRU_CE j 97360 Wi j ¢ 11/17/2021 u w I Y I a o — cn N LU a '�--- -'__---J > % 0 ~ 0 Q O— , — re fY a- Y U - Z 0 I I I ao \ —1 W w ww wo U) N F- ,III I � N M 'J SHEET 1 OF 1 C z •� ' qk try+�N ITT a 3,' LLJ 0 250' 500' �- Bert• Q ' 1 All M N MON 3 ,�� ---°=- --- --_ =2or� 25.0 ---- -�11 5 T/�jj��� - ��-_�--I I�/IO�N-7 - �I= a1= - -- - -- - - 5--- 55:00-- --�a.00-=-a�-��a-I STREET IJJ I'-T-L--�-L� _ yj - - - 4 r - "1� - - - G ff 4 j1 .a Q YAL��ti M ON II 9 '>'�+77+iL 44 G�' ■ 4. '1",* -- .gym_^ POINT # NORTHING (Y) EASTING (X) ELEV (Z) MONUMENT DESCRIPTION 1 7242222.34 925062.02 3256.76 2 INCH ALUMINUM CAP SET IN CONCRETE 2 7242310.61 925768.57 3251.65 2 INCH ALUMINUM CAP SET IN CONCRETE 3 7242276.40 926568.35 3247.93 2 INCH ALUMINUM CAP SET IN CONCRETE 4 7242253.61 927517.90 3245.42 2 INCH ALUMINUM CAP SET IN CONCRETE 5 7242127.48 928303.86 3243.64 2 INCH ALUMINUM CAP SET IN TOP OF CURB 6 7242113.04 928899.14 3242.20 2 INCH ALUMINUM CAP SET IN TOP OF CURB 7 7242161.25 930237.03 3245.45 2 INCH ALUMINUM CAP SET IN TOP OF CURB 8 7242866.76 930597.42 3247.38 2 INCH ALUMINUM CAP SET IN CONCRETE 9 7241403.41 930553.83 3236.49 2 INCH ALUMINUM CAP SET IN CONCRETE CERTIFICATION. I, JOHN E. ALLEN, TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR No 5895, DO HEREBY CERTIFY THAT THE SURVEY INFORMATION HEREIN WAS SURVEYED ON THE GROUND. SAID SURVEY WAS CONDUCTED FROM APRIL, 2020 THROUGH AUGUST, 2020. DOCUMENTS ON FILE AT THE HRA OFFICE DESCRIBE RECONSTRUCTION AND CONTROLLING MONUMENTS. NOTES. 1. ALL LOCATIONS ARE RELATIVE TO THE TEXAS COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE, NAD 83 (2011), EPOCH 2O10.0 2. ALL ELEVATIONS ARE NAVD 88.(FB. 1141, PG.43-45) 3. COORDINATES ARE GRID, U.S. SURVEY FEET AND CAN BE CONVERTED TO SURFACE USING A COMBINED SCALE FACTOR OF 1.0002485. 4. SURVEY DATA CONTAINED HEREIN MAY OR MAY NOT SHOW ALL CURRENTLY EXISTING IMPROVEMENTS AND UTILITIES, ABOVE OR BELOW GROUND. ALL VEGETATION IS NOT SHOWN HEREIN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE ENTIRE PROJECT PRIOR TO SUBMITTING A BID. 5. CONTRACTOR TO VERIFY CONTROL POINT COORDINATES PRIOR TO BEGINNING CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ENGINEER. 5 SpGIATES, �N C o� OF T o� ,4P� �ISTeR�-Fy Ss IOHN E. ALLEN 5 5895 j �J SUR`1��nn^^ f OIL 04/30/2021 w � a c C >> x W a U Q 0-w �O CD a0 Lu w w Cut) C0 H v � J w0 Z O T 7 .J/4 rLtx C, 2" HMAC INSET A � I 114TH ST I 75' 50' 3 20' 55' 3 DRAINAGE EASEMENT r F F iW NOT TO SCALE 1-11' 1'-3' 12' I 12-14' 12' 1'-4' 25'-35' Z w to I - EXIST PGL ------ ; SEE INSET A w LANE I TURN LANE I EXISTING TYPICAL SECTION STA 5+67.16 TO STA 9+90.22 c 114TH ST 110'I115' 55' I 55' 50' DRAINAGE EASEMENT of I o �I VARIES VARIE 12' 14' 12ARIE5 VARIES v~ LANE LANE LANE v~ wl 27'-36' I Iw � 01- � 10,� � I I -- EXIST PGL -----� *EXIST CURB & GUTTER SEE INSET A EXISTING TYPICAL SECTION STA 9+90.22 TO STA 31+69.31 * STA 27+45.00 TO STA 31+69.31 - EXIST LT CURB TO BE REMOVED 114TIH ST 110'-115' 55' I 55' 50' DRAINAGE EASEMENT of I io i� VARIES VARIE 12' 14' 12' VARIE VARIES Ir v~ LANE LANE LANE Ln to wi 27' n Ivl � �j 27' z iw to I I u I I EXIST PGL �*EXISTUTTER — -� SEE INSET A EXIST CURB & GUTTER EXISTING TYPICAL SECTION STA 31+69.31 TO STA 55+11.79 * STA 31.69.31 TO STA 36+30.00 - EXIST LT CURB TO BE REMOVED * STA 48+35.18 TO STA 55+11.79 - EXIST LT CURB TO REMAIN ** STA 33+50.00 TO STA 42+10.00 - EXIST RT CURB TO BE REMOVED 114TH ST 110, VARIES I VARIES of I 13p 6 1/2" HMAC �I VARIES VARI S 12'-34' 77' 12' VARIES VARIE VARIES LANE TURN LANE LANE GORE x 27' WX r Mor7EXIST PGL - - EXIST CURB & GUTTER TO REMAIN EXISTING TYPICAL SECTION STA 55+11.79 TO END PROJECT SEE INSET B ❑8 WZLu L o0 a � T i z o �Pi g z � F .� �.� ..�!)F p 1.,.1.�....F.f t !! rr ! �.LESLIE P. BRUCE j 97360W i 11/17/2021 Lu a x � W O Q W 0 r w w IL -¢ U Z C7 a0 W ` W LlJ W 0 U) U U) Z O ZU F W U) W U_ 114TiH ST 110' 55' ' 55' 1 12. 5' 42.5' 1 31.5' 23.5' 1 10' 2' 13' 11' 11 11' 2' 11' 13. 5' 2' 10' 31.5' SIDEWALK LANE CLOSED RTL LANE LTL LANE LANE SIDEWALK 11.5' ,GRASS LINER of i 1 t t d IL 0 4; H =I a PROP LT PROP RT TIE TO EXIST GROUND 2_y% GUTTER PGL 2 0% USUAL 2 0% USUALGUTTER PGL 2, -% w 24" T CURB AND 4" SIDEWALK TYPICAL TIE TO EXIST GROUND Je MAX _ CL 114TH ST PGL SEE INSET A PAVEMENT CONSTRUCTION JOINT 9" CONTINUOUSLY REINFORCED CONCRETE 12" COMPACTED SUBGRADE 114TH ST 110' 55' I 12.5' - 23.5' TRANSITION 42.5 - 31.5' I 4: 1 MAX 10, SIDEWALK 2' 13' - 0' 11'-13.5' 11' 11' 0' LANE CLOSED RT LANE LANE LTL I PROP LT 2.07 GUTTER PGL MAX 2.0% USUAL (L 114TH ST PGL SEE INSET A PAVEMENT CONSTRUCTION JOINT MAX VARIES TYPE TE "A" MOD CURB AND GUTTER SEE INSET B PROPOSED TYPICAL SECTION STA 6+10.21 TO STA 8+73.30 2" TY C HMAC 4" TY B HMAC PRIME COAT (MC-30) 12" FLEX BASE 12" COMPACTED SUBGRADE 55' 31. 5' 23. 5' 2' -1 2. 5' 10' 31 . 5' 11' 13.5' 2' SIDEWALK 11.5' ,GRASS LINER LANE LANE o 0 t ~ PROP RT GUTTER PGL 2,p% w t2.0% USU_AL MAXVARIESYPE . A . MOD CURB AND GUTTER SEE INSET B PROPOSED TYPICAL SECTION STA 8+73.30 TO STA 10+73.30 I I I 20' GRASS LINER 50' DRAINAGE EASEMENT 10' 1 INSET B I I I 20' CONCRETE GRASS LINER CHANNEL lw Z cr 5' 2 io I V AR IES TIE TO EXIST GROUND AT DRE DRAINAGE CHANNEL PGL 24" TYPE "A" CURB AND GUTTER 4" SIDEWALK TYPICAL 50' DRAINAGE EASEMENT 10' CONCRETE CHANNEL . 5' 2' I V AR I ES TIE TO EXIST GROUND AT DRE DRAINAGE CHANNEL PGL NOT TO SCALE ❑8 WZ$ L o0 z o � z do` Pi g z � F �.F ZE OF T \\\ F �.LESLIE P. BRU_CE j 97360 :: 6N�' 11/17/2021 H _ LuLu � ^ x W W o Q O r w IL U —Q Z 0 W o �� LLLJ 0 U) U U) Z �O LLJ U U)o LJ J 0-0 OJ �U 0- N M 6 SHEET 1 OF 4 JO LLa of XI w � 11.5' 4: 1 MAX 6: 1 USUAI TIE TO EXIST GROUND C9 I CURB AND 114 T H ST 110, 55' 23. 5' 31. 5' 10' 2' 13.5' 1114' SIDEWALK 2.0% MAX LANE 1 PROP LT GUTTER PGL LANE 1 2% USUAL TURNLANE 0 C 114TH ST PGL 55' 31.5' - 35.9' 30.4' - 23.5' 11' 13. 5' - 12. 5' 0'-6.9'.2' 10, LANE LANE LANE SIDEWALK TRANS t t # PROP RT 2.0% USUAL GUTTER PGL 2.0% PROPOSED TYPICAL SECTION STA 10+73.30 TO STA 42+74.44 #STA 42+14.45 TO STA 42+74.44 SEE INSET B * 31.5' - STA 10+73.30 TO STA 21+00.00 TRANSITION - STA 21+00.00 TO STA 26+00.00 26.5' - STA 26.00.00 TO STA 42+74.44 ** 20' - STA 10+73.30 TO STA 21+00.00 TRANSITION - STA 21+00.00 TO STA 26+00.00 25' - STA 26+00.00 TO STA 42+74.44 50' DRAINAGE EASEMENT i 31.5'-26.5'* 10, 20'-25'** 'GRASS LINER CONCRETE GRASS LINER CHANNEL h5' 2'I, Iw VARIES 4" SIDEWALK 9" CONTINUOUSLY REINFORCED CONCRETE 2 TYPICAL " TY B HMA 12.. COMPACTED SUBGRADE PRIME COAT (MC-30 2 12" FLEX BAS 12" COMPACTED SUBGRAD INSET A INSET B VARIES TIE TO EXIST GROUND AT DRE OR FACE OF WALL -DRAINAGE CHANNEL PGL E ..A.. JD GUTTER 4" SIDEWALK TYPICAL c 114TH ST 110' 55' 1 55' _I I 23.5' 31.5' 1 TRANSITION 35.9' - 39.5' 12.5' 1 1 1 . 5' 10, 2' 1 3. 5' 1 1 ' 1 4' 1 1 ' 1 3. 5' -1 1 . 6' 6. 9' - 10. 5' 2' 10, 133. I o SIDEWALK LANE LANE TURN LANE LANE LANE LANE TRANSITION SIDEWALK '- TXDOT TYPE "F" PROPOSED PW ~ xI 1 1 4'� t t h x HANDRAIL hw x w w' PROP LTcr PROPOSED PW PROPOSED 4:1 MAX GUTTER PGL PROP RT GUTTER PGL 2.0% CONCRETE RIPRAP 6:1 USUAL 1.5% 2.0% USUAL 2.0% USUAL MAX > PROPOSED CONCRETES RIPRAP GABION MATTRESS SEE INSET A C 114TH ST PGL PROPOSED TYPICAL SECTION STA 42+74.44 TO STA 43+23.98 r� 114TH ST 3, I 110' ,3 of o 55' 55' X23.5' 31.5' 39.5' - 42.5' 12. 5' X w, w 1 1 . 5' 10, 2' 13. 5' 1 1 ' 1 4' 1 1 ' 1 1 . 6' - 1 1 ' 9. 8' - 13. 5' 10. 5' - 13. 5' 2' 10, SIDEWALK LANE LANE TURN LANE LANE LANE RT TURN LANE TRANSITION SIDEWALK I I # I t t r' 4:1 MAX 2.0% PROP LT GUTTER PGL PROP RT 2A0% 6:1 USUAL MAX 2.0% USUAL 2.0% USUAL GUTTER PGL TIE TO EXIST GROUND � 114TH ST PGL TIE TO EXIST GROUND SEE INSET B PROPOSED TYPICAL SECTION STA 43+23.98 TO STA 47*53.50 u STA 43+23. 98 TO STA 43+64. 44 NOT TO SCALE ❑8 WZ$ L o0 TV i i z o �z do` Pi g z Flz ;< ^ Sin, I ZE OF T \\\ F �.LESLIE P. B..... j 97360 ;W i :: 6N- n 1/1 /I11 7/2002n1 v I) H _ Lu W L>u �^ W O 0 F w w IL U - Q Z C7 W W LLI LlJ 0 U) U U) Z �O Lu C)U) o W 0-0 OJ �U 0- N M 7 SHEET 2 OF 4 ❑8 WZuj Lu U w NOT TO SCALE O o O a z o � z �' g 1 1 4TH ST � - i, 110' 55' 55' - x 11.5' *VARIES 31.5' -43.5' 1 42.5' 12. 5' X R - w, 3. 5'. 6' .2' *0'-12' 13.5' 11' 14' w 11' 11' 13.5' 2',_ 10' I SDWK RT LANE 4) LANE 1 LANE 1 TURN LANE 4� LANE t LANE t RT LANE r' SDWK I S 4:1'MAX 6:1 USUAL - 2•07 MqX EXIST LT GUTTER PGL 2.0% USUAL 2.0% USUAL PROP RT GUTTER PGL 2,p% MAX I I TIE TO EXIST GROUND 114TH ST PGL TIE TO EXIST GROUND EXIST CURB AND "TT� 4" SIDEWALK TYPICAL SEE INSET A \- SEE INSET B PROPOSED TYPICAL SECTION STA 47+53.50 TO STA 53+53.33 *STA 47+53.50 TO STA 50+34.92 - RICHMOND AVENUE LANE ADDITION 2" TY C HMAC 2" TY C HMAC 4" TY B HMAC 4" TY B HMAC PRIME COAT (MC-30) PRIME COAT (MC-30) 12" FLEX BASE 12" FLEX BASE 12" COMPACTED SUBGRADE 12" COMPACTED SUBGRADE INSET A 55' Ln ;�l 11.5' 43.5' w 3. 5' 6' 2' 18. 9' -1 7. 3' 17. 5' -1 9. 1 SDWK LANE LANE EXIST LT 4.I MAX 2.0% GUTTER PGL 6: 1 USUAL MAX 2. 0° USUAL TIE TO EXIST GROUND PAVEMENT - CONSTRUCTION JOINT SEE INSET A 24" TYPE "A" CURB AND GUTTER 8 '� 6 " INSET B 114TiH ST 110'-112.5' 11 LT TUrN 1_ 4 11' LANE f CL 114TH ST PGL PROPOSED TYPICAL SECTION STA 53+53.33 TO STA 54+23.48 9" CONTINUOUSLY REINFORCED CONCRETE 12" COMPACTED SUBGRADE 55' -57. 5' ! �. 5' -46' 12. 5' 1 1 ' 13. 5' 2' 10, LANE RT LANE SDWK t r' I PROP RT 2.0% USUAL GUTTER PGL 0% MAX I SEE INSET C INSET C TIE TO EXIST GROUND T 0 .. A .. VD GUTTER 4" SIDEWALK TYPICAL Lu W Lu >O Q O �/ ~ re a-Y U =U' z ao w W ` �� Lu LU 0 U) U X: 1 7* 00 LLI U U)o LJ J 0-0 OJ Q �U a_ d 3 zL. d Y� � U 8 SHEET 3 OF 4 1 14H ST 11 12. 5' -1 20' O' O Q:j 55' 57. 5' -65' I� X1 1 . 5' 43. 5' I 46' -53. 5' 1 1 . 5' X w, ,w 3.5' 6' 2 17.3'-14.3' 19.1'-11' 11'-0' '-14' O'-11' 0'-11' 11' 13.5' 13.5'-11' 2' 9.5' SDWK RT LANE LANE LANE LT LANE � LT LANE LANE LANE RT LANE SDWK I 4) 1 1 t t r' I 4.1 MAX 2,0% 6:1 USUAL MA EXIST LT GUTTER PGL 2.0% USUAL 4 MAXI 2.0% PROP RT GUTTER PGL p% USUAL TIE TO EXIST GROUND CL 114TH ST PGL SEE INSET A LA131 UURD NINU 4" SIDEWALK TYPICAL of X VARIES Ld - A6 SDWF 4: 1 MAX 2��� 6.1 USUAL MASS,, I� ­7 TIE TO EXIST GROUND SEE INSET A 2" TY C HMAC 4" TY B HMAC PRIME COAT 0 12" FLEX BASE 12" COMPACTEI PAVEMENT CONSTRUCTION JOINT TYPE "A" MOD CURB AND GUTTER PROPOSED TYPICAL SECTION STA 54.23.48 TO STA 56+84.10 24" TYPE "A" MOD CURB AND GUTTER 5" CONCRETE MEDIAN RIPRAP INSET B 114TH ST 120' 55' 9" CONTINUOUSLY REINFORCED CONCRETE 12" COMPACTED SUBGRADE 65' SEE INSET C INSET C VARIES I 53.5' 11.5' X w 14.3'-13.6' 11' 14' 11' 11' 11' 13.5' 11' 2' 9.5' LANE LANE MEDIAN LT LANE LT LANE LANE LANE RT LANE SDWK t t r' -EXIST LT PROP RT GUTTER PGL 2.0% USUAL VARIES I GUTTER PGL p% 2.0% USUAL CL 114TH ST PGL TYPE "A" MOD SEE INSET B CURB AND GUTTER SEE INSET C PROPOSED TYPICAL SECTION STA 56.84.10 TO END OF PROJECT TIE TO EXIST GROUND VD GUTTER 4" SIDEWALK TYPICAL TIE TO EXIST GROUND NOT TO SCALE ❑8 WZ$ Lu L o0 � ¢V z o do` �Pi g z � F LuLu x � W ^ W O ~ OQ ww IL - Q U Z o a0 W o ` �� LLI LU of U)U U) Z �O W U � W CL OJ IY Q 0-U 0- N n M 00 � 3 2 m O 9 SHEET 4 OF 4 TIE TO EXIST GROUND 114TH ST 105'I 55' 50' 1 3� 26'146' �3 O, O 33'-43' 0. ' 3 5' 12' 0'-14' 12' 0.5'-5' 26'-37' I� N LANE LEFT TURN LANE LANE wl � �ijl � Iw -------- EXIST PGL ---------� EXISTING TYPICAL SECTION STA 0+60.70 TO STA 5+67. 16 114T1H ST 105' 55' 50, 0 42' -23. 5' 1 3' -31 . 5' 1 1 3' -42. 5' 37' -7. 5' FI VARIES 10' 2'-13.5' 11' 0'-14' 11' 2'-24.5' 10, VARIES I� Li TYPICAL LANE CLOSED LANE LEFT TURN LANE LANE LANE TYPICAL w t t VARIES 10 1 2.0% USUAL 2.0% USUAL 10:1 VARIES SEE INSET A 2" TY C HMAC 4" TY B HMAC PRIME COAT (MC-30) 12" FLEX BASE 12" COMPACTED SUBGRADE INSET A CL 114TH ST PGL PROPOSED TYPICAL SECTION STA 0+60.70 TO STA 2+60.69 (TRANSITION TO EXISTING) 114T ST 105' 55' 50, 23. 5' 31. 5' 42. 5' 7. 5' N 5' 10, 6.5' 2' 13.5' 11 14' 11' 13.5' 11' 2' 5. 5' X SIDEWALK LANE CLOSED LANE LEFT TURN LANE LANE LANE RIGHT TURN X wl w t t TIE TO EXIST GROUND PROP LT PROP RT /, GUTTER PGL USUAL GUTTER PGL MA- 2.07 2.0% USUAL C4 IT CURB AND 4" SIDEWALK TYPICAL INSET B PAVEMENT T 114TH ST PGL SEE INSET B CONSTRUCTION JOINT PROPOSED TYPICAL SECTION STA 2+60.69 TO STA 5+23.59 2" TY C HMAC 4" TY B HMAC PRIME COAT (MC-30) 12" FLEX BASE 12" COMPACTED SUBGRADE 9" CONTINUOUSLY REINFORCED CONCRETE 12" COMPACTED SUBGRADE TIE TO EXIST GROUND TIE TO EXIST GROUND SEE INSET C INSET C I Trr_ A 7B AND GUTTER NOT TO SCALE ❑8 WZLu L o0 V a T z o do` �Pi g z � F Lu W w >O Q O �/ ~ a-� a-Y — Q U =U' z ao W ` �� w W 0 U) U Z O F— LLI U I- LLI Q C/) Z _J (Y Q LLI U J �Q M N \ J = W a 10 SHEET 1 OF 1 ❑8 WZ$ LU Uj GENERAL CONSTRUCTION COORDINATION AND EMERGENCY NUMBERS O ❑° 0 o � ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST CITY OF LUBBOCK PUBLIC WORKS THE FOLLOWING ARE FOR THE TT ENGINEERING MINIMUM DESIGN STANDARDS AND SPECIFICATIONS. NUMBERS INCLUDED CONTRACTOR'S CONVENIENCE i� = a 81 PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL EXAMINE THE SUDDENLINK/ALTICE BRENNAN MARABLE (806) 241-0467 CONTRACT DOCUMENTS AND SPECIFICATIONS, THE PLAN, INCLUDING ALL NOTES AND ANY OTHER ��AP. g APPLICABLE STANDARDS AND SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE WORK CITY OF LUBBOCK WATER UTILITIES AND STREET JOSH FLUD (806) 548-4152 UHF SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO EXAMINE ALL STANDARDS OR SPECIFICATION PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE SOUTH PLAINS ELECTRIC COOP BRANDON LOTH (806) 783-7974 a - RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS ATMOS 401-4012 AND SPECIFICATIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, ENERGY DERRICK SMITH (806) �- TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION AND ANY SAFETY PRECAUTION PROGRAMS RELATING IN ANY WAY TO THE CONDITIONS OF THESE PREMISES.g" LUBBOCK POWER AND LIGHT JARROD HUSE (806) 775-2509 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK. AT&T BRYAN JONES (432) 296-3107 CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING NEEDS FOR HORIZONTAL AND VERTICAL POINTS. VEXUS FIBER/NTS COMMUNICATIONS GABRIEL MONCALLO (806) 474-6008 CONTRACTOR SHALL APPLY FOR AND RECEIVE A BARRICADE PERMIT FROM TRAFFIC ENGINEERING WEST TEXAS GAS AARON BOLES (903) 348-6866 FEES WILL BE WAIVED. UPON APPROVAL, IT IS STILL THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN COMPLIANCE WITH THE MUTCD DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY PROPERTY OWNERS 72 HOURS BEFORE PERFORMING ANY WORK THAT WILL AFFECT THE OWNERS ACCESS TO THEIR PROPERTY. CONTRACTOR SHALL ENSURE THAT ADEQUATE DRAINAGE IS MAINTAINED WITHIN THE PROJECT CORRIDOR AT ALL TIMES DURING CONSTRUCTION. ALL OTHER SOIL MATERIALS NECESSARILY REMOVED DURING CONSTRUCTION THAT ARE NOT SALVAGED AND REUSED OR RELOCATED SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR. LIMITS OF CONSTRUCTION CONTRACTOR SHALL LIMIT OPERATIONS TO WITHIN THE CONFINES OF THE WORK LIMITS SHOWN ON THE PLANS. IITT1 TTTFS CONTRACTOR SHALL CONTACT DIG-TESS (1-800-DIG-TESS) FOR UTILITY LOCATES NO LATER THAN TWO FULL WORKING DAYS PRIOR TO COMMENCING GRADING/PAVING/CONSTRUCTION. CONTACT OR WILL BE RESPONSIBLE FOR ANY AND ALL COORDINATION WITH ALL UTILITY COMPANY ENTITIES, INCLUDING THE CITY OF LUBBOCK, AS MAY BE NECESSARY FOR THE TIMELY AND ORDERLY PROGRESSION OF THE CONTRACTOR'S WORK. EXISTING UTILITIES ARE TO REMAIN IN SERVICE AT ALL TIMES. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE UTILITY OWNER AND SHALL SUBMIT WRITTEN APPROVAL TO THE CITY ENGINEER PRIOR TO TAKING A UTILITY OUT OF SERVICE. THE ENGINEER/SURVEYOR MAKES NO GUARANTEE THAT ANY UNDERGROUND UTILITIES SHOWN OR NOTED COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE, OR ABANDONED. THE ENGINEER/SURVEYOR HAS NOT PHYSICALLY LOCATED ANY UNDERGROUND UTILITIES SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER NOTIFICATION OF CONSTRUCTION/GRADING/PAVING ACTIVITIES PRIOR TO BEGINNING PROJECT AND TO FOLLOW ALL APPLICABLE PROPER TEXAS EXCAVATION SAFETY SYSTEM RULES TO AVOID UTILITY DISRUPTION. REFER TO DIG-TESS NOTES. it 0 Z w U d� Qa j N WO E O YO Qh U- w.. ZW LARGE CONSTRUCTION SITES OR COMMON PLAN OF DEVELOPMENT -CITY OF LUBBOCK APPLICATION AND FEE - http://Iubbockstormwater.org/ -SWPPP - http://www.tceq.texas.gov/assistance/sbIgo/water/sw-construct! on. htm1 -SITE PLANS ° GENERAL LOCATION OF THE SITE ° DIRECTION OF STORMWATER FLOW -AREAS WHERE SOIL DISTURBANCE WILL OCCUR ^LOCATIONS OF ALL MAJOR STRUCTURAL CONTROLS °LOCATIONS OF TEMPORARY OR PERMANENT STABILIZATION PRACTICES °LOCATIONS OF CONSTRUCTION SUPPORT ACTIVITIES OF � LESLIE P. BRUCE j 7360 W� A L E`=' 11/17/2021 &ce H ^LOCATIONS OF SURFACE WATERS IN CLOSE PROXIMITY TO THE SITE z VEHICLE WASH AREAS AND CONCRETE WASHOUT AREAS, IF APPLICABLE �1 W w w ~ 00 -NOI (FILES WITH TCEQ) COPY TO MS4 -LARGE CONSTRUCTION SITE NOTICE Q re w -CERTIFICATION PAGE 30 TAC 305.44 -DELEGATION OF SIGNATORIES TO REPORTS 30 TAC 305.128 Y U� — Q -COPY OF THE INSPECTION REPORT Z 0 ` a0 w ALTERNATES Uj #1: PAVEMENT SECTION TYPICALLY ASPHALT THROUGHOUT THE PROJECT LIMITS U) _ 'II� WITH CONCRETE PAVEMENT AT INTERSECTIONS AND ABOVE PLAYA LAKE CULVERT. F- #2: PAVEMENT SECTION COMPRISED OF CONCRETE PAVEMENT ONLY THROUGHOUT THE PROJECT LIMITS (SLIDE TO QUAKER). U) LL1 #3: ILLUMINATION WORK COMPRISED OF INSTALLING POWER SUPPLY, ELECTRICAL WIRING, AND ILLUMINATION POLES AND ARMS WITH LED LIGHTS. z J #4: ALL WORK FOR 114TH ST WEST OF SLIDE INTERSECTION, EXCLUDING STRIPING NEEDED Q FOR BASE BID IF ALT #4 NOT AWARDED. 0' LLl z #5: RIGHT OF WAY RESTORATION. DRILL SEEDING AND EROSION CONTROL BLANKETS TO BE LU REPLACED BY LANDSCAPING BY OTHERS FROM -STA 12.27 TO -STA 41.45. Ur M N n a 11 SHEET 1 OF 1 ❑8 WZ$ W W BASE BID - SUMMARY OF ROADWAY QUANTITIES �a� U L O= O cnn a Do T i z o do` Pi g z F S BASE BID - SUMMARY OF DRAINAGE QUANTITIES (n H _ W W LU Q O �/ ~ 0' w �Y U —Q Z 0 a0 W LU �� W W 0 -i Waft U) U S �II� i w THIS ITEM WILL NOT BE PAID FOR BASE BID - SUMMARY OF REMOVAL QUANTITIES DIRECTILY BUT SHALL BE CONSIDERED SUBSIDIARY TO MOST APPLICABLE Z Q ITEM.THE QUANTITY SHOWN HERE IS FOR CONTRACTORS' INFORMATION ONLY. Q 2i M N � m m z z ��d 12 SHEET 1 OF 4 LOCATION PREPARING ROW RIPRAP (GONG) (5 IN) PIPE (PVC) (SCH 40) (4 IN) CONC CURB & GUTTER (TY A) CONC CURB & GUTTER (SAWTOOTH) INTERSECTIONS (GONG) DRIVEWAYS (GONG) CONC SIDEWALKS (4") CURB RAMPS (TY 1l CURB RAMPS (TY 2) CURB RAMPS (TY 10) CONC MEDIAN MAILBOX INSTALL-S (RR -POST) TY 4 STA CY LF LF LF SY SY SY EA EA EA SY EA SHEET lOF 5 7 134 560 1118 816 1087 2 6 218 1 SHEET 2 OF 5 12 199 280 2237 84 300 102 2483 4 4 SHEET 3 OF 5 12 141 600 2122 174 904 2403 8 6 SHEET 4 OF 5 12 181 280 1960 199 643 234 2245 6 8 SHEET 5 OF 5 10 742 318 1044 4 331 PROJECT TOTALS 53 655 1720 8179 457 1847 1470 9262 2 18 28 549 1 LOCATION CEM STABIL BKFL RIPRAP (GONG) (5 IN) RAIL (HANDRAIL) (TY F) GABION MATTRESSES (GALV)(12IN) CONC BOX CULVERT (6 FT X 3 FT) CONC BOX CULVERT (8 FT X 3 FT) CONC BOX CULVERT (6 FT X 2 FT) RC PIPE (CL IV) (24 IN) RC PIPE (CL IV) (15 IN) INLET (COMPL) (PS U (RG> (SFTXSFT) INLET (COMPL) (CO) (20 FT) (FTW) INLET (COMPL) (CCO) (5FT) (BOTH) WINGWALL (PW - 1) (HW=6 FT) WINGWALL (PW - 1) (HW=S FT) SET (TY I) (5 = 6 FT) (HW= 6 FT) (6:1) (P) CY CY LF SY LF LF LF LF LF EA EA EA EA EA EA CULVERT LAYOUT N0. 7 33 54 49 2 DRIVEWAY N0. 7 CULVERT LAYOUT N0. 8 31 54 49 2 DRIVEWAY N0. 8 CULVERT LAYOUT N0. 1 31 56 47 2 VICKSBURG AVENUE CULVERT LAYOUT N0. 2 47 55 68 2 UXBRIDGE AVENUE CULVERT LAYOUT N0. 3 23 55 33 2 SOUTH TOPEKA AVENUE CULVERT LAYOUT N0. 4 24 56 33 2 TRAFALGAR AVENUE CULVERT LAYOUT N0. 5 33 72 35 2 SAVANNAH AVENUE CULVERT LAYOUT N0. 6 47 178 93 139 224 336 1 1 1 1 PLAYA LAKE L090D CULVERT LAYOUT N0. 9 79 167 90 1 SLIDE STORM SEWER PROJECT TOTALS 348 580 93 139 314 224 336 167 90 1 1 1 1 1 14 LOCATION REMOVING CONC (PAV) REMOVING CONC (SIDEWALKS) REMOVING CONC (DRIVEWAYS) REMOVING CONC (CURB AND GUTTER) REMOVING CONC (MISC) REMOVING CONC (FLUME) REMOVING STAB BASE AND ASPH PAV (2-8") REMOV STR (SET) REMOV STR (BOX CULVERT) REMOV STR (SMALL FENCE) REMOVE SM RD SN SUP&AM ELIM EXT PAV MRK & MRKS (12") ELIM EXT PAV MRK & MRKS (24") SY SY SY LF SY SY SY EA LF LF EA LF LF SHEET 1 OF 3 415 141 28 321 357 7797 1 56 126 1 348 101 SHEET 2 OF 3 515 728 2131 55 276 11396 8 182 56 3 SHEET 3 OF 3 28 46 6112 88 PROJECT TOTALS 958 869 28 2498 55 633 25305 9 238 182 4 348 189 ❑8 WZ$ W u BASE BID - SUMMARY OF SIGNING AND PAVEMENT MARKING QUANTITIES uj �a� U L O= O c� a T � o i z o Pi g z � F a ■`' S BASE BID - SUMMARY OF EROSION CONTROL QUANTITIES BASE BID - SUMMARY OF UTILITY QUANTITIES W W W ~ >O Q O �/ �Y U ALTERNATE #1 ASPHALT - SUMMARY OF ROADWAY QUANTITIES ALTERNATE #2 CONCRETE - SUMMARY OF ROADWAY QUANTITIES Z 0 a0 WE �� W W 0 U) N F Q Z <C C C M N n m � m z z 13 SHEET 2 OF 4 LOCATION IN SM RD SN SUP & AM TYIOBWG (1)SA(P) REFL PAV MRK TY I (W)4" (LNDP) (100MIL) REFL PAV MRK TY I (W)8" (LNDP) (100MIL) REFL PAV MRK TY I (W)8" (SLD) (100MI U REFL PAV MRK TY I(Y) (MED NOSE) (100 MIL) RE PM W/ RET REQ TY I (W)4" (BRK) (100MIL) RE PM W/ RET REQ TY I (Y)4" (BRK) (100MIL) RE PM W/ RET RED TY I (Y)4" (SLD) (100MIL) PREFAB PAV MRK TY B (W)(24")(SLD) PREFAB PAV MRK TY B (W)(ARROW) EA LF LF LF EA LF LF LF LF EA LOCATION FURNISH+}NG AND PLACING TOPSOIL (4") DRILL SEEDING (PERM) (RURAL) (SANDY) SOIL RETENTION BLANKETS (CL 1) (TY B) ROCK FILTER DAMS (INSTALL) (TY 1) ROCK FILTER DAMS (REMOVE) CONSTRUCTION EXITS (INSTALL) (TY 1) CONSTRUCTION EXITS (REMOVE) TEMP SEDMT CONY FENCE (INSTALL) TEMP SEDMT CONY FENCE (REMOVE) BIODEG EROSN CONY LOGS (INSTL) (8") BIODEG EROSN CONY LOGS (REMOVE) SY SY SY LF LF SY SY LF LF LF LF SHEET 1 OF 3 8316 8316 931 240 240 112 112 1722 1722 SHEET 2 OF 3 3715 3715 5261 520 520 2680 2680 80 80 SHEET 3 OF 3 153 153 1330 1330 PROJECT TOTALS 12184 12184 6192 760 760 112 112 5732 5732 80 80 LOCATION EXCAVATION (ROADWAY AND CHANNEL) EMBANKMENT (FINAL) (DENS CONY) (TY A) FL BS (CMP IN PLACE) (TY A GR 1-2) (12") 4" TYPE B HMAC (BASE) 2" TYPE C HMAC (SURFACE) CONC PVMT (CONY REINF - CRCP) (9") CY CY SY SY SY SY SHEET 1 OF 5 2702 2341 2341 2352 SHEET 2 OF 5 9274 8400 8400 SHEET 3 OF 5 9233 8400 8400 SHEET 4 OF 5 9522 8779 8779 381 SHEET 5 OF 5 6717 6398 6398 2291 PROJECT TOTALS 36213 1677 37448 34318 34318 5024 LOCATION EXCAVATION (ROADWAY AND CHANNEL) EMBANKMENT (FINAL) (DENS CONT> (TY A) CONC PVMT (CONY REINF - CRCP) (9") CY CY SY SHEET 1 OF 5 4693 SHEET 2 OF 5 8400 SHEET 3 OF 5 8400 SHEET 4 OF 5 9160 SHEET 5 OF 5 8688 PROJECT TOTALS 26341 2008 39341 LOCATION ADJUSTING MANHOLES EA SHEET 1 OF 3 SHEET 2 OF 3 2 SHEET 3 OF 3 PROJECT TOTALS 2 ❑8 WZLu L o0 Q BASE BID - SUMMARY OF ILLUMINATION QUANTITIES aLL ^q I do` Pi g z F b x S ALTERNATE #3 - SUMMARY OF ILLUMINATION QUANTITIES U) H _ W � ^ x Lu w ■++ O ~ OQ re� �Y U -¢ Z 0 a0 w o �� ww o U)U v W w_ Z SQ 5G ��^ Vl M N n W m � Q m U z = z y 14 SHEET 3 OF 4 LOCATION DRILL SHAFT POLEDW(30LIN) CONDT (PVC) (SCH 40) (2") CONDT (PVC) (SCH(BORE)(2 ) GROUND BOX TY A (1 IN RD IL (TY ELEC CONDR ELC SRV TY A SA) 30T-8 ELEC CONDR (NO 8) 240/480 LOCATION (250W EC) LED (N0.8) BARE INSULATED 060(NS)SS(E)S P (0) EA LF LF EA ILLUMINATION LAYOUT (SHEET 1 OF 3) 10 3,260 6,520 0 ILLUMINATION LAYOUT (SHEET 2 OF 3) 14 5,275 11,010 2 ILLUMINATION LAYOUT (SHEET 3 OF 3) 7 1,745 3,490 0 PROJECT TOTALS 31 10,280 21,020 2 ❑8 WZ$ ui ALTERNATE tt4 - SUMMARY OF ROADWAY QUANTITIESuj a� U L O= O c� a T � o i z o Pi g z F ■Ea S ALTERNATE tt4 - SUMMARY OF REMOVAL QUANTITIES ALTERNATE tt4 - SUMMARY OF DRAINAGE QUANTITIES THIS ITEM WILL NOT BE PAID FOR DIRECTILY BUT SHALL BE CONSIDERED ALTERNATE tt4 - SUMMARY OF SIGNING AND PAVEMENT MARKING QUANTITIES ALTERNATE tt4 - SUMMARY OF EROSION CONTROL QUANTITIES SUBSIDIARY TO MOST APPLICABLE ITEM.THE QUANTITY SHOWN HERE IS FOR CONTRACTORS' INFORMATION ONLY. H _ W � ^ x w ■++ O Q 0 r a- O LU �Q U z =u' Q O l� a wo ww o U)U v Lu H Z Z N n L.i m � m M z z 15 SHEET 4 OF 4 PREPARING ROW EXCAVATION (ROADWAY) EMBANKMENT (FINAL) (DENS CONY) (TY A) FL BS (CMP IN PLACE) (TY A GR 1-2) (12"> 4" TYPE B HMAC (BASE) 2" TYPE C HMAC (SURFACE) CONC PVMT (CONY REINF - CRCP) (9") CONC CURB & GUTTER (TY A) CONC SIDEWALKS (4"> CURB RAMPS (TY 10) STA CY CY SY SY SY SY LF SY SY 5 1840 1690 1690 1695 554 296 49 5 1270 26 1840 1690 1690 1695 554 296 49 REMOVING REMOVING REMOVING REMOVING REMOVING REMOV STR REMOV STR CONC CONC CONC CONC STAB BASE (INLET) (PIPE) (PAV) (SIDEWALKS) (CURB AND (MISC) AND LOCATION GUTTER] ASPH PAV (2"-8") SY SY LF SY SY EA LF SHEET 1 OF 3 356 99 164 120 1553 2 87 PROJECT TOTALS 356 99 164 120 1553 2 87 IN SM RD SN REFL PAV MRK RE PM W/ RE PM W/ PREFAB PREFAB SUP & AM TY I (W)8" RET REQ RET REQ PAV MRK PAV MRK TYIOBWG (SLD) TY I (W)4" TY I (Y)4" TY B TY B LOCATION (1)SA(P) (100MIL) (BRK) (SLD) (W)(24")(SLD) (W)(ARROW) (100MIL) (100MIL) EA LF LF LF LF EA SHEET 4 OF 4 1 941 108 1257 164 4 PROJECT TOTALS 1 941 108 1257 164 4 CEM RC PIPE RC PIPE INLET INLET STABIL (CL IV) (ARCH) (COMPL) (COMPL) BKFL (30 IN) (CL IV) (CO) (CO) LOCATION (DES 4) (10 FT) (20 FT) (FTW) (FTW) CY LF LF EA EA CULVERT LAYOUT N0. 10 72 16 77 2 2 PROJECT TOTALS 72 16 77 2 2 FURNISHING DRILL TEMP SEDMT TEMP SEDMT AND PLACING SEEDING CONY FENCE CONY FENCE TOPSOIL (4") (PERM) (INSTALL) (REMOVE) LOCATION (RURAL) (SANDY) SY SY LF LF SHEET 10F 3 1749 1749 917 917 PROJECT TOTALS 1749 1749 917 917 SEQUENCE OF WORK PHASE 1 STEP 1 1. PLACE ADVANCE WARNING SIGNS IN ACCORDANCE WITH TXDOT BC STANDARDS. INSTALL EROSION CONTROL ELEMENTS. 2. PLACE TEMPORARY PAVING TO LIMITS SHOWN ON PLANS. 3. INSTALL TRAFFIC CONTROL MEASURES TO SHIFT TRAFFIC TO NORTHERN SIDE OF EXISTING 114TH STREET PAVEMENT. ADJUST SIGNAL AT QUAKER AVENUE FOR PHASE 1, STEP 1 LANE CONFIGURATION. ONCE WORK ZONE DEVICES ARE IN PLACE TRAFFIC CAN BE SHIFTED TO PHASE 1, STEP 1 LANE CONFIGURATION. 4. BEGIN COORDINATION WITH THE CITY OF LUBBOCK TRAFFIC DEPARTMENT REGARDING THE INSTALLATION OF SIGNAL IMPROVEMENTS AT SLIDE ROAD. THE TRAFFIC DEPARTMENT WILL BE INSTALLING ALL IMPROVEMENTS FOR SIGNALS AT SLIDE ROAD AND ADJUSTMENTS TO SIGNAL HEADS AT QUAKER AVENUE. 5. PERFORM SUBGRADE, BASE, PAVING, AND DRAINAGE CHANNEL IMPROVEMENTS TO THE DIMENSIONS SHOWN IN THE PLANS. THIS INCLUDES ROADWAY, INTERSECTION, DRAINAGE, DRIVEWAY, SIDEWALK, AND CURB AND GUTTER IMPROVEMENTS. 6. ALTERNATE tt4 WORK MAY BEGIN AT ANY TIME ON THE IMPROVEMENTS WEST OF SLIDE ROAD. ALL WORK SHALL BE COORDINATED WITH TRAFFIC CONTROL MEASURES AND EROSION CONTROL ELEMENTS EAST OF SLIDE ROAD. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR THIS WORK AND RECEIVE APPROVAL FROM PROJECT ENGINEER PRIOR TO BEGINNING CONSTRUCTION OF ALTERNATE tt4 IMPROVEMENTS, IF AWARDED. 7. INITIAL EARTHWORK CUTTING AND GRADING WITHIN THE SOUTH DRAINAGE EASEMENT CAN BEGIN AT ANY TIME. FINAL CONCRETE PAVEMENT AND DRAINAGE IMPROVEMENTS SHALL NOT BE INSTALLED UNTIL PHASE 2, STEP 2 AS SHOWN IN THE PLANS. 8. INSTALL IRRIGATION STEP 2 1. INSTALL TRAFFIC CONTROL DEVICES IN ORDER TO SHIFT TRAFFIC TO NEWLY CONSTRUCTED SOUTHERN PORTION OF 114TH STREET. ONCE WORK ZONE DEVICES ARE IN PLACE TRAFFIC CAN BE SHIFTED TO PHASE 1, STEP 2 LANE CONFIGURATION. 2. ADJUST SIGNAL AT QUAKER AVENUE FOR PHASE 1, STEP 2 LANE CONFIGURATION. 3. ADJUST AND PLACE EROSION CONTROL ELEMENTS AS NEEDED. 4. PERFORM SUBGRADE, BASE, AND PAVING IMPROVEMENTS TO THE DIMENSIONS SHOWN IN THE PLANS. THIS INCLUDES ROADWAY, INTERSECTION, DRAINAGE, DRIVEWAY, SIDEWALK, AND CURB AND GUTTER IMPROVEMENTS. 5. STRIPE FINAL PORTIONS OF 114TH NOT IMPACTED BY PHASE 2 TRAFFIC CONTROL LANE ADJUSTMENTS REQUIRED TO THE WEST. 6. COORDINATE ADJUSTMENT OF QUAKER AVENUE SIGNAL FOR FINAL LANE CONFIGURATION. PHASE 2 STEP 1 1. INSTALL TRAFFIC CONTROL DEVICES IN ORDER TO SHIFT TRAFFIC TO SOUTH SIDE OF EXISTING 114TH STREET IN 2 LANES AND ON TO NEWLY CONSTRUCTED 114TH AT EASTERN LIMITS. ONCE WORK ZONE DEVICES ARE IN PLACE TRAFFIC CAN BE SHIFTED TO PHASE 2, STEP 1 LANE CONFIGURATION. 2. COORDINATE CONDUIT INSTALLATION FOR TRAFFIC SIGNAL AT SLIDE ROAD WITH CITY OF LUBBOCK TRAFFIC DEPARTMENT PRIOR TO PREPARATION OF SUBGRADE. ADJUST SIGNAL AT SLIDE ROAD FOR PHASE 2, STEP 1 LANE CONFIGURATION. 3. ADJUST AND PLACE EROSION CONTROL ELEMENTS AS NEEDED. 4. PERFORM SUBGRADE, BASE, AND PAVING IMPROVEMENTS TO THE DIMENSIONS SHOWN IN THE PLANS. THIS INCLUDES ROADWAY, INTERSECTION, DRAINAGE, DRIVEWAY, SIDEWALK, AND CURB AND GUTTER IMPROVEMENTS. STEP 2 1. INSTALL TRAFFIC CONTROL DEVICES IN ORDER TO SHIFT TRAFFIC TO NORTH SIDE OF NEWLY CONSTRUCTED 114TH STREET IN 2 LANES AND ON TO NEWLY CONSTRUCTED 114TH AT EASTERN LIMITS. ONCE WORK ZONE DEVICES ARE IN PLACE TRAFFIC CAN BE SHIFTED TO PHASE 2, STEP 2 LANE CONFIGURATION. 2. COORDINATE CONDUIT INSTALLATION AND COMPLETION OF TRAFFIC SIGNAL MODIFICATIONS AT SLIDE ROAD WITH CITY OF LUBBOCK TRAFFIC DEPARTMENT PRIOR TO PREPARATION OF SUBGRADE. ADJUST SIGNAL AT SLIDE ROAD FOR PHASE 2, STEP 2 LANE CONFIGURATION. 3. ADJUST AND PLACE EROSION CONTROL ELEMENTS AS NEEDED. 4. PERFORM SUBGRADE, BASE, PAVING, AND DRAINAGE CHANNEL IMPROVEMENTS TO THE DIMENSIONS SHOWN IN THE PLANS. THIS INCLUDES ROADWAY, INTERSECTION, DRAINAGE, DRIVEWAY, SIDEWALK, AND CURB AND GUTTER IMPROVEMENTS. 5. COMPLETE FINAL STRIPING OF ENTIRE 114TH STREET LIMITS USING TCP STANDARDS FOR TRAFFIC CONTROL GUIDANCE. 6. THE CONTRACTOR SHALL COMPLETE FINAL SEEDING, WATERING, AND EROSION CONTROL PRIOR TO PROJECT CLOSEOUT. TRAFFIC CONTROL GENERAL NOTES 1. REFER TO LATEST TXDOT BC STANDARDS FOR PLACEMENT OF MINIMUM SPACING OF ADVANCED WARNING SIGN, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTOR'S DISCRETION. 3. CONTRACTOR TO SUPPLY AND MAINTAIN TWO PCMS'S THROUGHOUT DURATION OF PROJECT. MESSAGING TO BE COORDINATED WITH THE ENGINEER. 4. CONFLICTING SIGNS SHALL BE COVERED BY THE CONTRACTOR OR AS DIRECTED BY THE ENGINEER. 5. PLACEMENT OF WARNING SIGNS AND TRANSITION AREAS THROUGHOUT PLANS MAY BE ADJUSTED TO ACCOMMODATE FIELD CONDITIONS. 6. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL DRIVEWAY UNLESS APPROVED BY ENGINEER. 7. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVIDES ACCESS AT ALL TIMES THROUGH STEPPED CONSTRUCTION PARTIAL STREET OPENINGS OR DETOUR PLANS. 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND INFORMING UTILITY AND SOLID WASTE COMPANIES ABOUT CLOSED ALLEYS. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE CITY TRAFFIC ENGINEER TO DETERMINE THE SPEED LIMIT OF PROJECT LIMITS DURING CONSTRUCTION. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY MAILBOX ADJUSTMENTS WITH THE LOCAL MAIL CARRIERS. ACCESS TO ALL MAILBOXES WILL BE MAINTAINED THROUGHOUT THE PROJECT. THIS WILL INCLUDE ANY RELOCATIONS THAT MAY BE REQUIRED FOR CONSTRUCTION PURPOSES. 11. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT STANDARD TREATMENT FOR VARIOUS EDGE CONDITIONS. 12. THE CONTRACTOR SHALL SUBMIT ANY TRAFFIC CONTROL MODIFICATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO THEIR INSTALLATION. 13. TRAFFIC BUTTONS OR TABS SHALL BE INSTALLED FOR ALL TEMPORARY PAVEMENT MARKINGS ON FINAL PAVEMENT SECTIONS. REFER TO STANDARD DETAILS FOR TAB CONFIGURATION. ❑8 WZLu L o0 a � � z z o �Pi g z � F ZOF F �.LLI ESE 7360P. BRU_CE j 11/17/2021 lxa. &ce Lu x � W O Q ^ W 0 r w �Y - Q U Z 0 0 acl LU W LU LU 0 U) (uo) v w Cn > w 0 0 z J Z w 0- Z U W M N n m 3 m z z L.i 16 SHEET 1 OF 1 31' - 24' C 114TH STREET 110, I r O x cr 55' - 64' 46'55' - 64' 46' - 55�w EXISTING EXISTING 36' 38' - 47' 1' 55' EXISTING 62. 5' 11' 0'-7' 0'-7' 11' LANE l TURN LANE LANE t 27' - 36' I 1' I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TCP TYPICAL SECTION - PHASE 1, STEP 1 BEGIN PROJECT TO STA 31+52.53 114TH STREET 11I0, EXISTING 1 13' 10.7 - 12.5' TEMP. PVMT BUFFER 11' 11' 2' VARIES 7.5' LANE LANE i l t 11 � WHITE 4" SOLID 2" HMAC TY B 4" FLEXIBLE BASE DOUBLE YELLOW 4" SOLID WHITE 4" SOLID 55' EXISTING 24' - 28.4' 97. 5' * *PHASE 1, STEP 1 CONSTRUCTION; I 2' 10' 11.5' 8,G1 SIDEWALK TCP TYPICAL SECTION - PHASE 1, STEP 1 STA 31+52.53 TO STA 42+74.44 STA 31+52.53 TO STA 41+35.67 - TRANSITION FROM EXIST TO PHASE 1, STEP 1 TCP **STA 41+35.67 TO STA 42+74.44 - PHASE 1, STEP 1 CONSTRUCTION NOT TO SCALE 50' DRAINAGE EASEMENT 50' PHASE 1, STEP 1 CONSTRUCTION EARTHWORK ONLY 50' DRAINAGE EASEMENT ❑8 WZLu L o0 ¢� z o `^do` g Q) z � F � rn Q .fa r w - m w cn 8 w w cD Z a 0 �.�F.�OF T `N, , t p 1...,...�....F.f i + ' y[C ! `v �.LESLIE P. BRUCE j !j �., 97360 W i i RO;1�y� !! ��.(A�E N Skk NAL I1/17/2021 &ce U) LuLu a ae � W ■++ O ~ O¢ ww a-Y U Z Z w 0 d ¢ H o a w W W w 0 U a < z U) _ o J z a eir w �v0 EL U w LLJ M 17 SHEET 1 OF 3 NOT TO SCALE 114TH STREET 110, 55' 55' 55' 55' 62. 5' 47. 5' a EXISTING PHASE 1, STEP 1 CONSTRUCTION o 13, 112' � TEMP. PVMT::] BUFFER � X 24' 2' 1 1 ' 1 1 '2. 5' 4. 5' I 7. 5' 28. 4' 32' 2' 10' x LaLANE LANE C&G SIDEWALK w 1 WHITE 4" SOLID 2" HMAC TY BQ7 4" FLEXIBLE BASE DOUBLE YELLOW 4" SOLID 55' T TCP TYPICAL SECTION - PHASE 1, STEP 1 STA 42+74.44 TO 43+23.98 *STA 42+10.00 TO STA 43+90.00 - LIMITS OF POSITIVE BARRIER 62. 5' z 114TH STREET I 110' I I EXISTING 13' - 1.5' I TEMP. PVMT 24' - 36' 2' ill I ill 1 4. 5' - 1 . 6' LANE LANE BUFFER I ' ♦ I WHITE 4" SOLID 2" HMAC 1 4" FLEXIE DOUBLE YL-11 1 —1— TCP TYPICAL SECTION - PHASE 1, STEP 1 STA 43+23.98 TO STA 53+53.33 PROPOSED MULTIPLE BOX CULVERT 55' 4 7. 5' 1, STEP 1 I 32' - 35' 1 0' SIDEWALK ❑8 WZ$ Lu L o0 z o `^do` g Q) z � F `v i �.LESLIE .. BRUCE j 97360 .( .. :: F,N 11/17/2021 lxa. � &ce LuLu a x � W W O ~ ON¢ a- LL a-Y U =U' z ao w W �� Lu o U) U v U J z a w 0-UO �aU LU 0 N n M 00 3 m O x o 0 SHEET 2 OF 3 NOT TO SCALE 11ATH STREET I 110' � (STA 53-53.33 - 53-71.73) I 120' (STA 55,71.68 - 57.69.68) 55' I 55' - 65' w 62.5' 47.5' - 57.5' w EXISTING PHASE 1, STEP 1 CONSTRUCTION 9. 5' . 2' 26' 0.91 EX STRIPE BEGINNING AT STA 54.47.50 --——————————— — — — — — — I 11' ill 2' LANE LANE 5. 5' 1 DOUBLE YELLOW 4" SOLID WHITE 4" SOLID TCP TYPICAL SECTION - PHASE 1, STEP 1 STA 53+53.33 TO STA END PROJECT 35' - 46' I 2' . 1 0' - 9. 5' ❑8 WZ$ L o0 ¢� z o do` Pi g z O F Lu W LV >O Q O �/ ~ EC fy a-Y U =u' z ao w W �� Lu o U)U v U J z a w 0-UO �aU u' 0 LL, M N n \ J = w t0 a 19 SHEET 3 OF 3 38' - 47' 38' - 47' 114TH STREET � I 110' 3 cr x ¢ 'w 55' - 64' 46' - 55' 38' 27' - 36' I 1 I I - - - - - - - - - - - - - - - - - - - TCP TYPICAL SECTION - PHASE 1, STEP 2 STA 6+10.21 TO STA 30+77.01 11ATH STREET 110' 30 x m 55' - 64' 55' w EXISTING EXISTING BEGIN LANE TRANSITION 11' 0'-7' 1 0'-7' 11' LANE l TURN LANE 0 LANE t 1 1 ' 4. 3' - 3. 6' 6. 9' - 7. 2' 1 1 ' LANE l TURN LANE I LANE t BEGIN BEGIN DOUBLE WHITE 4" SOLID BEGIN DOUBLE YELLOW 4" SOLID AT STA 30+86.62 YELLOW 4" SOLID TCP TYPICAL SECTION - PHASE 1, STEP 2 BEGIN TEMPORARY PAVEMENT @ STA 31+04.84 STA 30+77. 01 TO STA 31 +04. 84 34' 1. s' I BEGIN TEMPORARY PAVEMENT AT STA 31+04.84 NOT TO SCALE 50' DRAINAGE EASEMENT 50' PREVIOUSLY CONSTRUCTED EARTHWORK 50' DRAINAGE EASEMENT 50' PREVIOUSLY CONSTRUCTED EARTHWORK ❑8 WZ$ L o0 z o `^do` g Q) z � F w 2 w w u Q z a 0 Lu a W W >O Q O �/ ~ r w w -a a-W m ¢ ULu a z C3 w w WLu � o U)W U V) N J z a w QUO U) a N n M 00 3 m O 20 SHEET 1 OF 4 55' EXISTING 38.6' - 37.5' 114TH STREET 3f,' 55' EXISTING 0' - 1 4. 5' EXIST 114TH STREET 0' - 25' 1 ' III TEMP PVMT I Ill 2' LANE LANE 7. 5' iSTA 41+23.59 i 1f WHITE 4" SOLID DOUBLE YELLOW 4" SOLID TCP TYPICAL SECTION - PHASE 1. STEP 2 LANE TRANSITION & TEMPORARY PAVEMENT STA 31 +04. 84 TO STA 41 +35. 67 114TH STREET 1 110, NOT TO SCALE I 3 O x w w 50' DRAINAGE EASEMENT I 34.8' - 21.6' 50, WHITE 4' SOLID 2" HMAC TY B 4" FLEXIBLE BASE PREVIOUSLY CONSTRUCTED EARTHWORK 3i 55' 3 55' �I I� w 62. 5' 62. 5' 1�4 7. 5' w 11.5' 10, SIDEWALK PHASE 1, STEP 2 CONSTRUCTION 39' LANE I I WHITE 4" SOLID DOUBLE YELLOW 4" SOLID TCP TYPICAL SECTION - PHASE 1. STEP 2 STA 41+35.67 TO STA 42+74.44 PREVIOUSLY CONSTRUCTED 11' 210, LANE C&G SIDEWALK t ❑8 WZLu L o0 z o do` �Pi g z � F Z � u 8 w a w o � !! , �.LESLIE P. BRUCE j 97360W� ..... 11/17/2021 la. U) LuLu a � ae W �++ o N¢N O ~ LL ILY U z =U' wW Lw 0 U) N J ) N z a w QUO U) �ELU a c a M N n m � m z z L.i 21 SHEET 2 OF 4 114TH STREET I 110, ¢ 55, i 55' �I I� w 62.5' I 47.5' w PHASE 1, STEP 2 CONSTRUCTION i PREVIOUSLY CONSTRUCTED 10, 2' 39' 0' - 8' *2. 5' ill 1 1 ' - 1 3. 5' 2' 10, 1 0. 5 ' SIDEWALK C&G BUFFER LANE LANE C&G SIDEWALK I 7. 5' i t _ I �r ❑ WHITE 4" SOLID J DOUBLE PROPOSED MULTIPLE BOX CULVERT YELLOW 4" SOLID TCP TYPICAL SECTION - PHASE 1, STEP 2 STA 42+74.44 TO STA 43+23.98 *STA 42+10.00 TO STA 43+90.00 - LIMITS OF POSITIVE BARRIER 114TH STREET 1 110, 3 55' i 55' w _ 62. 5' I 47. 5' 3. 6' 6' SIDEWAL PHASE 1, STEP 2 CONSTRUCTION 39' - 51 ' I 8. 5' 2' BUFFER 1 7. 5' i PREVIOUSLY CONSTRUCTED 11' 13.5' LANE LANE I n t WHITE 4" SOLID J DOUBLE YELLOW 4" SOLID TCP TYPICAL SECTION - PHASE 1, STEP 2 STA 43+23.98 TO STA 53+53.33 I I0 I� w 10' 0.5' SIDEWALK NOT TO SCALE ❑8 WZLu L o0 z o � z �Pi g z � F .�F.�OF T `N, t !! rr ! �.LESLIE P. BRUCE j 97360Wi 41 :: 6N�' 11/17/2021 lxa. &ce U) LuLu a � x W W O¢ O ~ a-� a-Y U z =U' W Lu ��4 Lu LLJ 0 U) U J U a z w �v0 a d 3 z..i Q d y d � U 22 SHEET 3 OF 4 NOT TO SCALE 114TH STREET � I 110' (STA 53+53.33 53+71.73) 120' (STA 55+71.68 57,69.68) 55' 55' - 65' � I d7 S' - r.7 C.' STA 53+53.33 TO END PROJECT WHITE 4" BROKEN AT STA 55+59.68 0 a OF T `Nl t !! rr ! �.LESLIE P. BRUCE j ..7360 W i :: 6N�' 11/17/2021 lxa. &ce LULu x � W ^ W O ~ 0N¢N a- LL a-Y U =u' z ao w W ` �� Lu w o U)U v J U a z w �v0 �ELU a c a M N n m � m z z L.i 23 SHEET 4 OF 4 0 ❑8 Lu z ; NOT TO SCALE Lu uJ O U L Ocn c z o fj z `^do` g Q) z � F 114TH STREET 2w 160, r I ~ z S 0 55' 55' � p w w al 'w w ¢ 62' - 57' 48' 50' w a EXISTING DRAINAGE EASEMENT a 62' - 57' 12' 23' 3' - 14' o 9 PHASE 2, STEP 1 CONSTRUCTION 10, 2' 49.5' - 38.5' 2' 11' 11' 2' 22' 50' SIDEWALK C&G LANE LANE PREVIOUSLY CONSTRUCTED EARTHWORK oF��h ptE......?...+ 7 • � TEMPORARY PAVEMENT I �+�"soh *.......-�.......:':t�� 0' 15.5, i1' .LESLIE P. 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BRUCE i Ij �... 97360 :W i GENERAL NOTES: 1. REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS SHOWN ARE NOT TO SCALE. END ROAD W 0 R K ROAD N ROAD WORK <- NEXT X MILES NEXT X MILES * ® ® LEGEND PROPOSED EARTHWORK PROPOSED ASPHALT ��SlONAL EN.r 11/l17,/,2002,1 /d U) 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. WORK ® PROPOSED CONCRETE 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. O O AHEAD X X X X $ CHANNELIZING DEVICE ... w Q 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVIDES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION OR SIGNED DETOURS. R O A D 1 MPH MPH ROAD WORK NEXT X MILES �J TY III BARRICADE WORK ZONE SIGN w W ■++ ~ p ¢ d W O 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. 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E........ o a" w .......... Ld I / j� j GENERAL NOTES: 1. REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS SHOWN ARE NOT TO SCALE. END R 0 A D W 0 R K ROAD ROAD WORK Ca NEXT X MILES NEXT X MILES �J LEGEND ® PROPOSED ® PROPOSED EARTHWORK ASPHALT 97360 �%40NAL EN.r ��1...-- 11d1n7,/.2002.1 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. WORK ® PROPOSED CONCRETE U) 3. THE CONTRACTOR SHALL MAINTAIN DRIVEWAYS UNLESS APPROVED BY ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL THE ENGINEER. O O AHEAD Y Y Y Y „ „ „ „ g CHANNELIZING DEVICE F y z Lu Q 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVIDES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION OR SIGNED DETOURS. �♦ ROAD MPH MPH ROAD WORK NEXT X MILES �J TY III WORK BARRICADE ZONE SIGN x Lu w F > > 0- O � O 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT I C L 0 S E D o © O7 TEMPORARY TRAFFIC [L w . STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. 9 O TEMPORARY PAVING 1' u � Q O O z0 III 3 i O jw : II >O `8�I II I i �Q', LLu Lu III IIIIN IIIIIw TEMPORARY PAVING 1300 SY EXIST STRIPING DOUBLE YELLOW 4" SLIDui oI IIIZ', �II� a vow. � - _ J IIII 1 Ip DOUBLE YELLOW 4" SLID WHITE 4" SLD LOW PROFILE CONCRETE BARRIER WHITE 4" SLID III, �3 I of, v �j *� EXIST ROW- - - - - - 1- - - - - -- - - - - ---- WITH TAPERED - 180 LF ENDS - - - - - - - - - - - --- ---- %I o� O 9 \ rn -� rL II4TH ST 4 4 4 W� - Q � \ EXIST STRIPING / a .. - �' --► 11 LANE.: .':.:...!-+'.'.::': ::. 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BRUCE j GENERAL NOTES: 1. REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS EN D LEGEND ROAD WORK PROPOSED EARTHWORK C- NEXT X MILES 97360 ;W i i ��SlONAL EN.r 11/1 7/2021 // R 0 A D W 0 R K NEXT X MILES PROPOSED ASPHALT ® SHOWN ARE NOT TO SCALE. ROAD \ 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. WORK ® PROPOSED CONCRETE U) 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. O O AHEAD XX XX g CHANNELIZING DEVICE F_ z LLI � a 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVIDES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION OR SIGNED DETOURS. �* ROAD MPH MPH TY III BARRICADE ROAD WORK WORK ZONE SIGN NEXT X MILES �J 2E x LLI LU 1 F > > O O Q O 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT I C L 0 S E D © —~ TEMPORARY TRAFFIC d W ., STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. O 9 TEMPORARY PAVING — � 1' u Q O O z0 > 0 ` LU LULU � J 0 co V r F w Lu U JO H a EO� =)cn Z O 7 r 0 �< Ll O Q LI••I O �0Ja+ v Q ^= LL U7 M N n m � m z z 29 SHEET 3 OF 3 0 a a U ❑8 N W" z Wu= uJ I III L 0 Q i, III III 3 I I w = O SEE BC (2) -14 STANDARD I I0 �J------- O SHEET FOR PLACEMENT OF ADVANCED WARNING SIGNS ^w =Z o XI W X w, I � bbbbQQQI� o III j 0 50 100 9 P F55 o EXIST ROW ---------------------------- \ — PROP ROW L EXIST ROW— ` O (L 1 14TH ST r Ln CL 1 14TH ST % i _vrJ O- - - - - - - - - - i a _\ - - J a a. - ---------- a., —�J----- .�- �------------------------------- ----------------- ----- ---- H N - _ - — _ — - — - — - _ _ $ .;— _ -- 114TH STREET yam;; - ------------------- _ — _ — _ — - — - — _ _ --_. r. �'y —._. ___ __. _ — _ — _ - — - — _ V b y tt4TH STREET_ — _ — _ — _ — _ — _ _ — _ _ _ — _ LJ 1 •oa---------------z m =r-------------------- .. --- J - �, - - -------- -- - --- - - - - - - -- -- -- EXISTROW \'.. 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ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVIDES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION OR SIGNED DETOURS. �* MPH R 0 A D 1 MPH ROAD WORK NEXT X MILES TY III BARRICADE WORK ZONE SIGN LuLu ¢ O ~ ilt� 0-15. � O THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. 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REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SHOWN ARE NOT TO SCALE. OF ADVANCED END SPACINGS R 0 A D W 0 R K ROAD LEGEND PROPOSED ROAD WORK Ca NEXT X MILES ® PROPOSED NEXT X MILES * ASPHALT CONCRETE �.• 97360 :W i i �toF'�/CEry °�:: 6N�� i1/1 7/2021 /d 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. WORK PREVIOUSLY CONSTRUCTED U) 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. 1 O 2 O AHEAD ® X X X X CHANNELIZING DEVICE F_ zLU 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER PROVIDES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED OR SIGNED DETOURS. THAT CONSTRUCTION �♦ ROAD MPH MPH ROAD WORK TY III NEXT X MILES �J WORK BARRICADE ZONE SIGN 2E �3•� x > O r O Q 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT I C L 0 S E D O3 © 0 d w , O STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. Og TEMPORARY TRAFFIC Q u O O TEMPORARY PAVING z 0 3 0 Z) CL p II 0 ' m Z � j LU ww III I�, III N ill Iw I LOW PROFILE z w 1 'r; 0 cn II ill TEMP PAVING CONCRETE BARRIER WITH TAPERED ENDS N LEI vN I 0 5 180 LF 0 o F\ 637 SY EXIST ROW - - CL 114TH ST - -------------------- 1- - - - ---- ------ ------- a -- -- -- 0 M WHITE 4" SLID v N a EXIST STRIPING DOUBLE YELLOW 4" SLD ON EXISTING PAVEMENT 2 a o N —— — — — — —— — 114TH STREET— --- q-- — ME J W o U w -- — — — -- ---- -- - -- ----- z —O o z ........ ...... .... .. .. .....\ .... ...... / ... ...... ...... 11' LANE J o Q z} r o + _ ®O \ —L=__ _ "�_==__-__________ ___________ 3.5' LANE u J `l -� --��— O WHITE 4' SLD --- -- 2 EXIST ROW a (n a U = �3 . 6 M \ 3 ' �® 8 I III � i I IIII w 1 1 w IIII 8 illll 1 3 / 00 II a IIII ¢ L_ I I~ 31 01 II > IIi1 II 3 0 DOUBLE YELLOW BUTTON ON NEWLY CONSTRUCTED' N m m o l r ~ -- w c� III i �n ------ -- ~ = II L- i rr - 1 I I iv W x a x --------------- wl w Iw a x Z I I wl YI a d > w I I \ 0 U F U ¢ a 31 SHEET 2 OF 3 INW" W�= PORTABLE CHANGEABLE MESSAGE SIGN III II 113 U L 0 III ; 1BC(2)-14 II i 1(/0/n IIIIIo I I SEE STANDARD 0: II 11 ' �O IIII;� III IIN I z I SHEET FOR ADVANCED PLACEMENT OF II 11 a M Q m IIIiII;X WARNING SIGNS lz I 114TH N(v g ^W' O �1— EXIST UTIL ITY EASEMENT /Jw,llII 0 50 100 lz zvox�F�a O' -EXIST OW * _ �II oo--_ -__N= ooo — --- co co a a N w - z_ 11' LANE t— ♦ I = 1 1 ' LANE --► - --- — — — Om — _1 a 4 4 -- EXIST ROW 4 4 000Bo — o0 WHITE BUTTON DOUBLE YELLOW BUTTON WHITE 4" BROKEN V w II ON NEWLY CONSTRUCTED O' �I I w 1 ii0 �p(F.OF..TF1 w p w �.LESLIE P. BRUCE j %j GENERAL NOTES: 1. REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS END R 0 A D W 0 R K 00 ROAD WORK C- NEXT X MILES LEGEND ® PROPOSED ASPHALT ® PROPOSED CONCRETE �,.., 97360 ;W i i ,1�FS/L CENSF�'����' uy S70NAEN.r �`��� 11/1 7/2021 SHOWN ARE NOT TO SCALE. ROAD NEXT X MILES �J 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. WORK PREVIOUSLY CONSTRUCTED U) 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL O OO AHEAD X X $ CHANNELIZING DEVICE Z DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. X X �3•� x 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVIDES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION MPH MPH ROAD WO R K TY III BARRICADE > > O r Q OR SIGNED DETOURS. �* ROAD �CLOSEJD NEXT X MILES �J WORK ZONE SIGN 0 O 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT I O © 7 d w , STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. Og TEMPORARY TRAFFIC Q u O O z0 > 0 ` LU LULU � J U) U) V N F- �w Lu U JO H a EO �U) Z LL �O� w O �D ��JLu (n 00 a+ Q ^= M N n m � m z z 32 SHEET 3 OF 3 0 a ❑8 N W" z �= WUJ �a z 11 _ II j U L o i iIJ----Z--- EEBC-07 STANDAR � I ;X� •IIIIII = SHEETS OR TOFLACEMENADVANCED I, XS F I� =oZ a m WARNING SIGNS w'I w o I i O �Pz g I III bbb�'QQ' N U 0 50 100 - 9s. lz o EXIST ROW PROP ROW a L EXIST ROW•-,-„ 1 a O O 4z F a / N F� •� —X N b N r 0 a - - - -- - - - - - - - - - - -- a 114TH ST - - - - - - - J Q H 17, V -__-__-__-__- -------------------------•-----� -- 114TH STREET ----------------- -- --- --- - yam;; 0 - - - - - - - - _ - 11arH sTREFT - ---------- z 11' LAND z 8 m M L �� �►.. - ----- - J -- y \ 4 DOUBLE YELLOW 4" SLD 4 ------------ - -- -------------- -- - --� •' v ---EXIST R EXISTROW \.., ,----------- ----------------------------- --------------- -------- - -- - -- � TEMPORARY PAVEMENT WHITE 4" SLD EXIST ROW PORTABLE CHANGEABLE MESSAGE SIGN 393 SY o 0I�I.I-� a o`O II i — — — — — — — — — — — — — — — — — — — — — — — — O: t/1� III �� I Vl DRAINAGE EASEMENT „�� ` ptf OF`TF11 xi III J III Ix w 10 II CLOSE EXIST RIGHT TURN LANE ......................._....:....� I AND SIGN ACCORDING TO TXDOT BC STANDARDS � LESLIE P. BRUCE --97360 GENERAL NOTES: 1. REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED END WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS ROAD W 0 R K ROAD WORK AHEAD ROAD WORK C- NEXT X MILES ® ® LEGEND PROPOSED ASPHALT PROPOSED CONCRETE �%SIONAL EN.r 11/17/2021 SHOWN ARE NOT TO SCALE. NEXT X MILES �J U) 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. ° CHANNELIZING DEVICE 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. O O 0 O TY III BARRICADE z LU 4. ROADWAY w CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVICES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION OR SIGNED DETOURS. �* ROAD MPH Et MPH ROAD WORK NEXT X MILES * 1 WORK ZONE SIGN TEMPORARY TRAFFIC UJ � Q 0 d W O 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT C L 0 S E D O O ., STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. I gO TEMPORARY PAVING a_ LU U - Q O O 10 c� z0 z QO a p I v I i I i I i �p�� _ji Z Ix Ti co I 1 1 J U)U) I N I I I v O EL O , EXIST ROW _--,-,_y_,_._,_._._,_._._._.-1 - - - - - - - - - - - - -„-,-,-•-,-,-•-,-x-,-,-•- -,„-x-x-=-„-,-,-,-x-•-„-,-•-,-,-,_ ------------------------ - - - EXIST ROW L- O - O N 0 n N v W N U J 0 w--- ---- ------------------------- --------- - - - - - --- - - - -- ---- -- r - -® - ---- - - - ---- ---- --- ------------- W Z ............................... ..... 11' LANE ---15-+00--------------- 1 1 4 T H 11' LANE STREET----------------- ---------- ...... -.................. 20+00-------------------------4 ...--------------------------------------- z LPL F N w \ y W U 4 DOUBLE YELLOW 4' SLD 4 q EXIST STRIPING 114TH ST 4 U O Q J < a - ------ -- - --- a EXIST ROW TEMPORARY PAVEMENT ------ -----------------� WHITE 4' SLD � I ,, / L- �---------------------------- EXIST ROW----- a ~ (, Q w a m 4 SY EXIST STRIPING 1 II -j 3 I \` _--- _- __ __ __ — M - - ----------- - - - - - -- EXIST ALLEY r g EXIST ALLEY I---------- ----------- -- —-------------�------- ----—--—-- —�IIII r------------r------------------------T------------- w i r N i 1 i i i i i ;III, IIII�� i m m i I . Ili 11111� X m X W Y W W o 0 o u U = r U 33 U SHEET 1 OF 3 ❑8 N W" WJ= OJJ I / I IIIII Q UI I N I I I I 0IlulwLd ]°z zz I ao zo I I U yll111 ow ~ E DOUBLE YELLOW 4" SLIDI l III a wl III z m,z g / \ a WHITE 4" SLID I I I I a IIIII 0 50 100 O / \ EXIST STRIPING I I 5 O O / EXIST ROW \ •—--—--—--— -- — --— — — — — — — — — — L -I— — — — — — — — — — — — — — — EXIST ROW — — — — — — — — — — — O — — ■`_' - N M Q H Q H to V) S w— — — — — — — — �— ---- —------- --�- r Z------ ---------25+00---f-------....... 11' LANE-------------------...................... ............... --- --..---------r-----....---- --_------�-« — 114TH STREET------------------- w yt. , Z r Cb --I I' LANE- --- 4-- x 4 \I fL 114TH ST __________________ - _� - - - - - ---=�L ' x ---------------------- ---- 4/---------------------------------------------------------- -----1 ', = T ---t - �O EXIST ROWJ \\ ~ �. \ I� Lam= (}- -- EXIST ALLEY �w g ------ -- - -------------- - ---- ---- I1J oZ T =__-__------------------------ ---- - ,- EXIST ALLEY ---- ---- ---- ---- ---- -_--- ---- --- -7`- - to ® / �( - »;F 1- 1 �- ill 111 m> Ir %' i / ;y ICI VI �a III i� /// L- .'sue•/ v�J t�}���� �'Q//�� LESLIE .......................... GENERAL NOTES: 1. REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS SHOWN ARE NOT TO SCALE. END R 0 A D W 0 R K ROAD ROAD WORK Ca NEXT X MILES NEXT X MILES * LEGEND PROPOSED ASPHALT ® PROPOSED CONCRETE % 97360 �III-�ICE ry SF�'�2�% 11/l17,/,2002,1 /d � 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. WORK PREVIOUSLY CONSTRUCTED 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. O z o AHEAD ® X X X X CHANNELIZING DEVICE H- h z LU �3•� x 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVICES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION OR SIGNED DETOURS. �♦ ROAD MPH MPH ROAD WORK NEXT X M TY III BARRICADE -4+ WORK ZONE SIGN LU O r O Q O � 0-1 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT I CLOSED o © 70 STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. 90 TEMPORARY TRAFFIC Q u O O Z0 III I � I III w QO F- II Ilo III lip z 1 III ao LU LU IIIIN �0 w DOUBLE YELLOW 4" SLD 1 �I Illz x III w: III m: �J �i cn Ill l WHITE 4" SLID a SLID 5 III _ Oo +O 9 -\ EXIST ROW 114TH ST I EXIST ROW 2 - - - - - - - - - - - - - - - ---- -- _ M - - - - - - -------------------------- - -------------- Q a V N r a LLU ID o + ,,, ----- —----*�----------------- ----------------r— .-r-I LANE----- ----— ' — -- —--—--—r-—--—--— -- — --114TH STREET------- ,— (t) p Z 4 - 1 1 _LANE - - - - - - - - - - - - - �_ _ _ _ _ _ _ _ Z_ O N J EXIST STRIPING Q \ , 4 Q • Q _ _ _ _ _ _ _ _ _ = y J o < Q U{`s-------------------------------_ ---- _ _7- '�\ ��---_ --- --- — ------ T� o -� --� �n— o r\ �� �� �- - - 3 --- EXIST ROW x U a L.I.I J 0 a U Q co L _= 3=�00� —=o -- 3 �! , I II uj I IIIILdIIII I / II IIa IIIII a 31 i w III�3 o1 III O I> a I L- --1 o11 II III to L_- -- IIa III iIN III m = W - - - - �1i I I x a x w z IV > w o o w Im w a 34 SHEET 2 OF 3 INW" PORTABLE CHANGEABLE MESSAGE SIGN W�= IIII� i i i i II I II I L 00 III I; IIII�� SEE 1BC(2)-14 STANDARD 3� II 11 3 o I Igo I T �O II�N I I SHEET FOR PLACEMENT OF ADVANCED WARNING SIGNS II N Q m II�w l Jwil j�VVV�'QQQliiw - ; 3 n I_ , n EASEMENT / ,l M _ 0 50 100 F "I�-'—�E ROW--— — ---- ---- ---- ---- ---- ---dL ----- L—ir�I^I�I ---- ---- _EXIST --- — UTILITY -- -- ------_--_—__ —� �/ — — —000000000� �000000»= xa — N ■ ` --- ------ J_ T N 8 - — -114TH STREET --- -- — — — — — r— — — — Z 50.00 T--- ---- — -- ----r ---- — — r — ----- -J _ _ _ _ _ _ _ _ _ _ U � o Dan CL 114TH ST -- 1 ----- EXIST ROW 0000000000000 �� nbbba444�II; � I-- 3� U, �3 oF i x I III wo I�wx . i `................._.....:. �.LESLIE P. BRUCE �j �,.., 97360 ;W i GENERAL NOTES: 1. REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS SHOWN ARE NOT TO SCALE. EN D R 0 A D W 0 R K ROAD LEGEND ® PROPOSED ASPHALT ROAD WORK C- NEXT X MILES ® PROPOSED CONCRETE NEXT X MILES i ���F'�/CE ry 11/1 U) 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. WORK PREVIOUSLY CONSTRUCTED 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. O OO AHEAD X X X X $ CHANNELIZING DEVICE Z H LU �% �3•� x 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVICES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION OR SIGNED DETOURS. 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT �* ROAD MPH MPH ROAD WO R K TY III BARRICADE NEXT X MILES �J i WORK ZONE SIGN > O r O Q d w O I CLOSED O © O STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. Og --p- TEMPORARY TRAFFIC Q u O O z0 > 0 ` Lu LULU � J V r F w Lu U JO H a U) Z LL_ON w 0 �OQwo Ja+ v ^= Q LL U) M N n m � m z z 35 SHEET 3 OF 3 0 a ❑8 N W" z Wu_ uJ I III L 0°d ;0 o4 SEE STANDARD 'N I �Z o BC(2)-14 SHEET FOR PLACEMENT OF w III IIII I. LL ADVANCED WARNING SIGNS Lx! w DOUBLE YELLOW BUTTON I /� g a WHITE BUTTON i 0 50 100 ^^�l..wi W z H F o o CL 114TH ST EXIST ROW _-__-__-__-__-__-__-__-__-__� ._-__-__-__-A ------------------- \ - 4 PROP ROW 4 - ------- -, _, L EXIST ROW.=. 4 O _ r —FF� Ln __ ■— o--� --_ — a ~ - ---- - 11.5' LANE Q a --------- - - - - - - - a - ---- -- -- 11.0' LANE V) v S - - - -4 -- - - - --- ^ --�- 114TH STREETyam;; -� - --- - o - -- - - - - - - -- --- - --- -- 114TH STREET _z ------------_v— 5 J ---------------------------------------------- �'.• u EXIST ROW EXIST ROW ;\` i I � � � b 4 �• \ � PORTABLE CHANGEABLE MESSAGE SIGN �'� T� C _ I - o I — — — — — — — — — — — 1I �j III o W 11 1 �I 1 LANE � CLOSED p N PROP DRNG ESMT w o ` 'i ps.��F`rF+oo N 1 0 I in Na N N N /t /...............................:....! / LESLIE P. BRUCE GENERAL NOTES: 1. REFER TO THE LATEST TXDOTBC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED LANE CLOS Ep END ROAD WORK ROAD WORK a LEGEND ® PROPOSED ASPHALT l....:....................._..;.. i !j ��.• 97 ��SlONAL EN.r 11/17/2021 WARNING SIGNS, CONSTRUCTION ON WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS ROAD W 0 R K AHEAD <- NEXT X MILES PROPOSED CONCRETE /a4 SHOWN ARE NOT TO SCALE. 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. NEXT X MILES �J PREVIOUSLY CONSTRUCTED LU 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. O O 0 y �/ /� /� ® CHANNELIZING DEVICE , LL1 ^`� Q 2 x 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVIDES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION OR SIGNED DETOURS. ROA ��CLOSJED h ♦ MPH ROAD WORK NEXT X MILES �J TY III BARRICADE Y WORK ZONE SIGN' LULU l� F > > O `/ O Q d LU O 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. © O 9O TEMPORARY TRAFFIC ., � Y u — Q 10 z0 ------------------------------- Q� ` LU LU � � a vow. -,-i DOUBLE YELLOW BUTTON i i _ ?I WHITE BUTTON I I v =EXIST ROW- - - - -- -- } --- - -- -- 4 - -I------- -L + _ _ c N CV o + N LAMM 11.0' LA Q N c�v C) o lu) z 1 14TH STREET CL 114TH ST z LPL O OF N J J < z >- 2 2 `U �OLJ QLLI 0 EXIST ROW J 0a U Q Z LLI 0] ----__-__-_ -__-_=_-_-_-_-_=__-__-__ EXIST ALLEY Z -- - �--_-- =_-- ---_ -- -- --_—_ __ -- -- -- --__---_-__-_-_-_-_- EXIST ALLEY a INN 1 r N I o Z 11 fr`I III a IIII�� C'i o W W $ r j m 0 7 U U x x w Y w U 36 SHEET 1 OF 3 ❑8 W" N WJ= JJ O I / I 8 II cn Q !f1 Q I I I I I I I lJ ]z olllll<' �Illllw� /�q Ia m I TEMPORARY PAVEMENT 50 SY I TEMPORARY PAVEMENT 93 SY �� o w 3 �P� 3 % \ DOUBLE YELLOW BUTTON I I I XIIIII~Q w l III z s F aI 0 50 1 00 �< O 4 WHITE WHITE. BUTTON BUTTON I I I 0 •N O / EXIST ROW L 4 _w y • -`-------------- — — — — — — N — — — -------- — — — — — — — M x 11.5' LANE 11.5' LANE N 11.0' LANE 11.0' LANE L z_ 114TH Sr 114TH STREET z J J 2 2 ;{ U U ------------------------------------------- -----------------------------------------------------------'----�' =nIXIST ROW a -__ — _ __ — —--__-__-_-- ®® --_ =_ =__ __-__ __-__ __ __ __ � �- � �-__ __-__ __ =_ =_ =_ - --- - �_� - EXIST ALLEY - r, ----- --------- N z U ---------I--------------. cwaw ----------------- �� �__ 5 5 EXIST ALLEY ----------------------- ---- ` 1 w z EXIST ROW O I}�O � \�� /1/ 0 , / �P _»F``` 0 TF 1 ih:' •s*� I I c\j I IIII iw VI I I / L_ Q .� ,......................._....:...., N o I• x a I N o v LESLIE P. BRUCE L...:.......... GENERAL NOTES: 1. REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED END ROAD WORK NEXT X MILES LEGEND PROPOSED ASPHALT 97360 11/17/2021 WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS R 0 A D W 0 R K Ca ® PROPOSED CONCRETE SHOWN ARE NOT TO SCALE. 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. ROAD WORK NEXT X MILES �J PREVIOUSLY CONSTRUCTED TO ANY COMMERCIAL/RESIDENTIAL F- 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. O O AHEAD ® CHANNELIZING DEVICE z LU 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVIDES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION MPH R 0 A D WORK �J TY III BARRICADE > LU O r Q OR SIGNED DETOURS. ROAD NEXT X MILES 1 WORK ZONE SIGN O 0-1 O 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT CLOSED O © 7O d ., STANDARD WORKSHEET FOR EDGE CONDITION TREATMENT TYPES. 9O TEMPORARY TRAFFIC Q U� O O TEMPORARY PAVING z 0 QO III � � I 0I III wz ` - � III p III 0; III a' III F LU � rl o �alow. III IIIIX DOUBLE YELLOW Ln III z BUTTON x� IIII �� IIIIw DOUBLE YELLOW BUTTON "' I� I 2 IIII � O YELLOW BUTTON O O 4 EXIST ROW 6 * 1- 4 o N -- - - - - - - -------------------- ----- -- ---------- ------------- -- - -------- -- - --- M — — 00 a 11.5' LANE a o W N 11.0' LANE — — — � O U O L.L O Z 114TH STREET 114TH ST • • • � • • • — Z LL J y _ • _ _ -_ _ _- _ _ _ _ _• _ _ •-•_ _ _ _ - _ _ J O N O O v----------- -------__-_-_--_---_-_--- - - Q 5 EXIST ROW U Q co WHITE BUTTON < 5 IIII !! z l I �I 11 111 11 I Lu g N w / 3111 TEMPORARY PAVEMENT II z III I 59 SY L _ III III III 1�3 N N L__ -_I 01 II > III a IIII O m III'----------�----� w I a o I� U1 Q V1 I I� x z I� w Q x w N 0 w U U 37 X J x 4 w < w a SHEET 2 OF 3 INW" W�= PORTABLE CHANGEABLE MESSAGE SIGN U 16C(2) oo Illllo I SEE 14 STANDARD II I l(� II. M �0 III I SHEET FOR PLACEMENT OF ADVANCED WARNING SIGNS ~ NI II' Q LL ^ I /� III III IIIw I I I w 11� bbba44 41 �iw -� Mi g i 6 3 I J ��\ M 0 50 100 s F O ( - fL 114TH ST O - EXIST ROW �j - ---- ---- ---- ---- ---- --- it _ - - L-I LIC EXIST UTILITY EASEMENT - - - - - - - - - - - - - - - - - - - - -��- - - - /„ - —i�i� o00000000� 000000 _ 00 -r tK7 - - —--— — — — --- ==-________- ——— _ ———----------------- =- = =- =__-_- ^�x �- — - — - — - — - r - - — - Z y — - — - — - — 114TH STREET - - — ------- 5-00_ - — - —r — - - — — - r - — - — - - — - J y - - - o e U Q < a 000000000oo°0°p0°0aC',�_, EXIST ROW I-- �' o a o �I I � II III OF h »;F a w...1 I ..I ...........................:. �.LESLIE P. BRUCE j �j �., 97360 ;W i LEGEND i FsEryS�`����-� ��i7pNA� ENS GENERAL NOTES: 1. REFER TO THE LATEST TXDOT BC STANDARDS FOR PLACEMENT AND MINIMUM SPACING OF ADVANCED WARNING SIGNS, CONSTRUCTION WARNING SIGNS, AND CHANNELIZING DEVICES. SIGN SPACINGS =�=l ® PROPOSED ASPHALT R0AD WOR K C- NEXT X MILES ® PROPOSED CONCRETE 11/17/2021 SHOWN ARE NOT TO SCALE. ROAD NEXT X MILES �J U) 2. VERTICAL PANELS MAY BE SUBSTITUTED FOR BARRELS AT THE CONTRACTORS DISCRETION. WORK PREVIOUSLY CONSTRUCTED 3. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ANY COMMERCIAL/RESIDENTIAL OO AHEAD B CHANNELIZING DEVICE O LLI DRIVEWAYS UNLESS APPROVED BY THE ENGINEER. 4. ROADWAY CONSTRUCTION AT STREET INTERSECTIONS SHALL BE PERFORMED IN A MANNER THAT PROVIDES ACCESS AT ALL TIMES THROUGH PARTIAL STREET OPENINGS USING STEPPED CONSTRUCTION MPH R 0 A D WO R K TY III BARRICADE W Lu O Q O OR SIGNED DETOURS. 5. THE CONTRACTOR SHALL PROTECT EDGE CONDITIONS AS NECESSARY TO COMPLY WITH THE TXDOT FOR EDGE CONDITION TREATMENT TYPES. ROAD CLOSED 0 NEXT X MILES WORK ZONE SIGN O �Y U STANDARD WORKSHEET 9O r TEMPORARY TRAFFIC Q O O z0 > 0 ` Lu LLI LLB � J U) U) V N F- �w U JO H 1-- a EO� =)cn Z LL SON w 0 < W � 0 a+ Q ^= LL U) M N n m � m z z 38 SHEET 3 OF 3 TC co L L 0 Om +o coal O L 3C LL 3+} L •- Z�r 0 TL +-0 U • o •- C a - dw+ U C 7 - 0, +ov U 0 L 00 L L 0 a a, 00 C, C E •-a0 N E 9 C 0 O 50 0,O0 C + w0- a a) xv a) L � L a) a) L L +0))0 T0C n+•- 0 N 3 O L a) N W L 'o C1 ULV 0 O 0 E TL L CO O O O L L C0a) a + 0 NH O O N X O _ X + L H + o TL w 0 O D a C m88 N 0. w 7Ey �N1gN aL•-•- �� L U D + If)c 0 Y 0 BARRICADE AND CONSTRUCTION (BC) STANDARD SHEETS GENERAL NOTES, R=.44 1. The Barricade and Construction Standard Sheets (BC sheets) are intended to show typical examples for placement of temporary traffic control devices, construction pavement markings, and typical work zone signs. The information contained in these sheets meet or exceed the requirements R=1.1' shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). 2. The development and design of the Traffic Control Plan (TCP)is the (I �R=.79" responsibility of the Engineer. 3. The Contractor may propose changes to the TCP that are signed and sealed by a licensed professional engineer for approval. The Engineer may develop, sign and seal Contractor proposed changes. 4. The Contractor is responsible for installing and maintaining the traffic control devices as shown in the plans. The Contractor may not move or change the approximate location of any device without the approval of the Engineer. 5. Geometric design of lane shifts and detours should, when possible, meet the applicable design criteria contained in manuals such as the American Association of State Highway and Transportation Officials (AASHTO), "A Policy on Geometric Design of Highways and Streets," the TxDOT "Roadway Design Manual" or engineering judgment. 6. When projects abut, the Engineer(s) may omit the END ROAD WORK, TRAFFIC FINES DOUBLE, and other advance warning signs if the signing would be redundant and the work areas appear continuous to the motorists. If the adjacent project is completed first, the Contractor shall erect the necessary warning signs as shown on these sheets, the TCP sheets or as directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be revised to show appropriate work zone distance. 7. The Engineer may require duplicate warning signs on the median side of divided highways where median width will permit and traffic volumes justify the signing. 8. All signs shall be constructed in accordance with the details found in the "Standard Highway Sign Designs for Texas," latest edition. Sign details not shown in this manual shall be shown in the plans or the Engineer shall provide a detail to the Contractor before the sign is manufactured. 9. The temporary traffic control devices shown in the illustrations of the BC sheets are examples. As necessary, the Engineer will determine the most appropriate traffic control devices to be used. 10. As shown on BC(2), the OBEY WARNING SIGNS STATE LAW sign, STAY ALERT TALK OR TEXT LATER (see Sign Detail G20-10T) and the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque shall be erected in advance of the CSJ limits. However, the TRAFFIC FINES DOUBLE sign will not be required on projects consisting solely of mobile operation work, such as striping or milling edgeline rumble strips. The BEGIN ROAD WORK NEXT X MILES, CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ limits. 11. Except for devices required by Note 10, traffic control devices should be in place only while work is actually in progress or a definite need exists. 12. The Engineer has the final decision on the location of all traffic control devices. 51 13. Inactive equipment and work vehicles, including workers' private vehicles T must be parked away from travel lanes. They should be as close to the right-of-way line as possible, or located behind a barrier or guardrail, or as approved by the Engineer. WORKER SAFETY APPAREL NOTES. 1. Workers on foot who are exposed to traffic or to construction equipment within the right-of-way shall wear high -visibility safety apparel meeting the requirements of ISEA "American National Standard for High -Visibility Apparel," or equivalent revisions, and labeled as ANSI 107-2004 standard performance for Class 2 or 3 risk exposure. Class 3 garments should be considered for high traffic volume work areas or night time work. WHITE BLA R=. 75" C) CS WHITE O O O O O O O O O O COLORS: FLUORESCENT YELLOW BACKGROUND - BLACK BORDER AND LEGEND ORANGE FLUORESCENT - BACKGROUND BLACK LEGEND, BORDER AND SYMBOL . 75" 4.9" 19.7" 6" 24.5" 4.9" - N ri STAY ALERT 1.25" 25' TALK OR TEXT LATER 20" 20" 20" 3.5" 12" 2. 8'' 6. 3" 2. 8" 1�2. 8111 .8" 14.6" 3.5 M 60" 3.0" Radius, 1.25" Border, 0.75" Indent, Black on Yellow; [STAY ALERT] Font: D 3.0" Radius, 1.25" Border, 0.75" Indent, Black on Orange; [TALK OR TEXT LATER] Font: C specified length; 1 . 68".I671" 1. 68".167i" 1 . 68" M 31" 1" 6.38" 1" 31" 8. 38" 9„ SIGN DETAIL_ (G20-10T) Only pre -qualified products shall be used. The "Compliant Work Zone Traffic Control Devices List" (CWZTCD) describes pre -qualified products and their sources and may be found on-line at the web address given below or by contacting: Texas Department of Transportation Traffic Operations Division - TE Phone (512) 416-3118 THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT http://www.txdot.gov COMPLIANT WORK ZONE TRAFFIC CONTROL DEVICES LIST (CWZTCD) DEPARTMENTAL MATERIAL SPECIFICATIONS (DMS) MATERIAL PRODUCER LIST (MPL) ROADWAY DESIGN MANUAL - SEE "MANUALS (ONLINE MANUALS)" STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS (SHSD) TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) TRAFFIC ENGINEERING STANDARD SHEETS SHEET 1 OF 12 M TC Co O •- w� Oa) TC t O C C) a OQ,0 LL 00 Z's T L +-O U •- C U C 7 +naa)) owL L L 0) a 4)O' Co OO C E - a O NEB a) 7L Coo 0 CIO N C + wr- N) CO t0 Oxen x I- L ro a N L L > L +a)O 00 T0C 0 TJ L L C 3 O C w L N 0 > 0 O oa O• L N �+ N CL O TL vC0 LOP O 10 L L C 0 0 owL + + wr o to m o -x+ I—a >,L �«ov o a Oo0 K N O+ D O E 0 a)�1N QL•-•- J L U .0. o Y O TYPICAL LOCATION OF CROSSROAD SIGNS ROAD WORK a NEXT X MILES G20 2 ROADNWORK (Optional NEXT X MILES eJ see Note G20-loT 1 and 4) CROSSROAD T X X X X x k x ll#CW20-1 0 ROAD ROAD WORK WORK <} NEXT X MILES AHEAD NEXT X MILES b END CW20 1D G20-laT (Optional G20 2 ROAD WORK * see Note 1 and 4) R\ AMay be mounted on back of "ROAD WORK AHEAD"(CW20-ID) sign with approval of Engineer. (See note 2 below) 1. The typical minimum signing on a crossroad approach should be a "ROAD WORK AHEAD" (CW20-1D)sign and a (G20-2) "END ROAD WORK" sign, unless noted otherwise in plans. 2. The Engineer may use the reduced size 36" x 36" ROAD WORK AHEAD (CW20-1D) sign mounted bock to bock with the reduced size 36" x 18" "END ROAD WORK"(G20-2) sign on low volume crossroads (see Note 4 under "Typical Construction Warning Sign Size and Spacing"). See the "Standard Highway Sign Designs for Texas" manual for sign details. The Engineer may omit the advance warning signs on low volume crossroads. The Engineer will determine whether a rood is low volume. This information shall be shown in the plans. 3. Based on existing field conditions, the Engineer/Inspector may require additional signs such as FLAGGER AHEAD, LOOSE GRAVEL, or other appropriate signs. When additional signs are required, these signs will be considered part of the minimum requirements. The Engineer/Inspector will determine the proper location and spacing of any sign not shown on the BC sheets, Traffic Control Plan sheets or the Work Zone Standard Sheets. 4. The "ROAD WORK NEXT X MILES"(G20-IcT)sign shall be required at high volume crossroads to advise motorists of the length of construction in either direction from the intersection. The Engineer will determine whether a roadway is considered high volume. 5. Additional traffic control devices may be shown elsewhere in the plans for higher volume crossroads. 6. When work occurs in the intersection area, appropriate traffic control devices, as shown elsewhere in the plans or as determined by the Engineer/Inspector, sholl be in place. WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITS CW20-1D ROAD WORK AHEAD r, WORK AREA LJ CW1-4R MPH CW13-1P ROAD WORK NEXT X MILES G20-1bTR INTERSECTED ROADWAY jE x ! 1' �P C20-5oP WORK T-INTERSECTION ROAD WORK G20-IbTL *, NEXT X MILES 4 �4 1 Block - City a �1000­1500' - Hwy 1000-1500' - Hwy =�> 1 Block - City 80' ZONE BEGIN min. TRAFFIC G20-5T ROAD WORK R20-5T FINES NEXT X MILES DOUBLE NAME ADDRESS 55 v R20-5aTP RNrn us G20 6T STATE E MEUNI STATE CONTRACTOR CSJ LIMITS AT T-INTERSECTION CsLimit C20 SoP ZORK ONE TRAFFIC R20-5T FINES R DOUBLE a \ R20-5aTP AR �u'w \F END ROAD WORK G20-2 1. The Engineer will determine the types and location of any additional traffic control devices, such as a flogger and accompanying signs, or other signs, that should be used when work is being performed at or near an intersection. 2. If construction closes the road at a T-intersection the Contractor shall place the "CONTRACTOR NAME"(G20-6T) sign behind the Type 3 Barricades for the road closure (see BC(10) also). The "ROAD WORK NEXT X MILES" left arrow(G20-IbTL) and "ROAD WORK NEXT X MILES" right arrow (G20-1bTR)" signs shall be replaced by the detour signing called for in the plans. SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING AT THE CSJ LIMITS L F BEGIN DO NOT ROAD WORK �I G20-9TP * * R20-5T* iE BEGIN WORK NE TRAFFIC rlMrc SPEED LIMIT * * G20-5T ROAD WORK NEXT X MILES CW1-4L NAME **G20-6T ADDRESS CITY CW13-1P MPH STATE CONTRACTOR Type 3 Barricade or Channelizing devices \ wunn // AI SPACE 3X Channeizing CSJ Limit lb END When extended distances occur between minimal work spaces, the Engineer/Inspector should ensure additional 1ROAD WORK "ROAD WORK AHEAD"(CW20-1D)signs ore placed in advance of these work areas to remind drivers they are still G20-2 within the project limits. See the applicable TCP sheets for exact location and spacing of signs and channelizing devices. SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS L` **G20-5oP ZONE a BEGIN SPEED a * * G20 ST ROAD WORK TRAFFIC ROAD \l\J ROAD NEXT X MILES LIMIT i ROAD **R20-5T FINES CLOSED R11-2 WORK WORK NAME �/ �/ DOUBLE CW1-4L AHEAD I/2MILE ADDRESTY S X /� Type 3 G20-6T STIATE **R20 5aTP o"RERs ® CW1-6 Barricade or X X CW20-1 D **R2 1 YF PRESENT CW13 1 P o chonne z i ng M P x CW20 1 E �E �E CONTRACTOR r \devices n _ �x� x� x� x x o alE�l a 4 4 4 // 4 4 n Channelizing 1 �✓ Devices o WORK �] SPACE y CSJ Limit I X SPEED R2-1 END LIMIT O ROAD WORK X G20-2 * * R4s1 PASS AHEAD X X appropriate) CW20-ID * * R2-1 R20-5aTP* * NO-. PASSING line should coordinate with sign location R2-1 O STAY ALERT OBEY WARNING � SIGNS STATE LAW TALK OR TEXT LATER G20-10T R20-3T ** ** X x 4 4 4 NOTES STAY ALERT a TALK OR TEXT LATER G20-10T* x OBEY WARNING SIGNS STATE LAW R20-3T* *E X LND I U WORK ZONE G20-2bT 3E TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACINGI'5.6 SIZE Sign Conventional Expressway/ Number Road Freeway or Series CW204 CW21 CW22 48" x 48" 48" x 48" CW23 CW25 CWI, CW2, CW7, CW8, 36" x 36" 48" x 48" CW9, CW11, CW14 CW3, CW4, CW5, CW69 48" x 48" 48" x 48" CW8-3, CW10, CW12 SPACING Posted Speed Sign Spacing 1. X., MPH Feet (Apprx.) 30 120 35 160 40 240 45 320 50 1 400 55 5002 60 6002 65 7002 70 8002 75 9002 80 10002 AE 3 * For typical sign spacings on divided highways, expressways and freeways, see Part 6 of the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD) typical application diagrams or TCP Standard Sheets. o Minimum distance from work area to first Advance Warning sign nearest the work area and/or distance between each additional sign. GENERAL NOTES I. Special or larger size signs may be used as necessary. 2. Distance between signs should be increased as required to have 1500 feet advance warning. 3. Distance between signs should be increased as required to have 1/2 mile or more advance warning. 4. 36" x 36" "ROAD WORK AHEAD" (CW20-IO)signs may be used on low volume crossroads at the discretion of the Engineer. See Note 2 under "Typical Location of Crossroad Signs". 5. Only diamond shaped warning sign sizes are indicated. 6. See sign size listing in "TMUTCD", Sign Appendix or the "Standard Highway Sign Designs for Texas" manual for complete list of available sign design sizes. LEGEND I-- Type 3 Barricade 0 0 0 Channelizing Devices i Sign See Typical Construction Warning Sign Size and X Spacing chart or the i TMUTCD for sgn spacing requirements. The Contractor shall determine the appropriate distance to be placed on the G20-1 series signs and "BEGIN ROAD WORK NEXT X MILES"(G20-5T)sign for each specific project. SHEET 2 OF 12 This distance shall replace the "X" and shall be rounded to the nearest whole mile with the approval of the Engineer. ® Traffic No decimals shall be used. Operations ,Texas Department of Transportation Division O The "BEGIN WORK ZONE"(G20-9TP) and "END WORK ZONE" (G20-2bT) Standard shall be used as shown on the sample layout when advance signs are required outside the CSJ Limits. They inform the motorist of entering or leaving a part of the work zone BARRICADE AND CONSTRUCTION lying outside the CSJ Limits where traffic fines may double if workers are present. PROJECT LIMIT * * Required CSJ Limit signing. See Note 10 on BC(1). TRAFFIC FINES DOUBLE signs will not be required on projects consisting solely of mobile operations work. Area for placement of "ROAD WORK AHEAD" (CW20-1D)sign BC (2) — 1 4 and other signs or devices as called for on the Traffic FILE: be-14. dgn DN: TxDOT CK: TxDOT DW: TxDOT CK: TxDOT Contra I Plan. ©TXDOT November 2002 CONT SECT SOD HIGHWAY OContractor will install a regulatory speed limit sign at REvcsloxs * the end of the work zone. 9-07 8-14 DIST COUNTY SHEET NO. 7-13 4 0 Tc O O a '0 L om TC + O C U Q O u L= LL 3++ 00 z �« T L .+W t - C U•- C an•- Na- U C - +QQ U a L O N LL V. d oC C: r a C 0EL 0 J L C a C •- a C c + wr- O - a X a o X F L N H + - C L N L L > L L Toc aC 0 N 3 L N > O C on U L V anE TL .0CC L a I O OO6 O•r L + + arC aoc -X+ L� + t TL 0�C o c W8�C C K a a + � O E a:au L U D+ N C •- Yc o C TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS Work zone speed limits shall be regulatory, established in accordance with the "Procedures for Establishing Speed Zones," and approved by the Texas Transportation Commission, or by City Ordinance when within Incorporated City Limits. Reduced speeds should only be posted in the vicinity Signingshown for Signing shown for CSi of work activity and not throughout the entire project. g CSJ one direction only, one direction only. See BC(2) for LIMITS Regulatory work zone speed signs (R2- 1 ) sha I I be removed See BC (2) for LIMITS additional advance additional advance signing. or covered during periods when they are not needed. signing. 10 10 b b b 10 b b See General See General (750' 1500') Note 4 See General Note 4 (750' 1500') Note 4 WORK G20-5aP SPEED Q WORK ZONE LIMIT G20-5aP SPEED LSPEED7 O VEM-5 ZONE SPEED WORK WORKLIMIT SPEED LIMIT O *CW3-5 ZONE G20-5aP ZONE G20-5aPTR2 t LIMIT O R2 1 R2 1 SPEED SPEED R2 1 O O R2 1 LIMIT LIMIT OO R2 I 6 O R2 1 GUIDANCE FOR USE: LONG/INTERMEDIATE TERM WORK ZONE SPEED LIMITS GENERAL NOTES This type of work zone speed limit should be included on the design of the traffic control plans when restricted geometrics with a lower design speed are present in the work zone and modification of the geometrics to a higher design speed is not feasible. Long/Intermediate Term Work Zone Speed Limit signs, when approved as described above, should be posted and visible to the motorist when work activity is present. Work activity may also be defined as a change in the roadway that requires a reduced speed for motorists to safely negotiate the work area, including: a) rough road or damaged pavement surface b) substantial alteration of roadway geometrics (diversions) c) construction detours d) grade e) width f) other conditions readily apparent to the driver As long as any of these conditions exist, the work zone speed limit signs should remain in place. SHORT TERM WORK ZONE SPEED LIMITS This type of work zone speed limit may be included on the design of the traffic control plans when workers or equipment are not behind concrete barrier, when work activity is within 10 feet of the traveled way or actually in the travelled way. Short Term Work Zone Speed Limit signs should be posted and visible to the motorists only when work activity is present. When work activity is not present, signs shall be removed or covered. (See Removing or Covering on BC(4)). 1. Regulatory work zone speed limits should be used only for sections of construction projects where speed control is of major importance. 2. Regulatory work zone speed limit signs shall be placed on supports at a 7 foot minimum mounting height. 3. Speed zone signs are illustrated for one direction of travel and are normally posted for each direction of travel. 4. Frequency of work zone speed limit signs should be: 40 mph and greater 0.2 to 2 miles 35 mph and less 0.2 to 1 mile 5. Regulatory speed limit signs shall have black legend and border on a white reflective background (See "Reflective Sheeting" on BC(4)). 6. Fabrication, erection and maintenance of the"ADVANCE SPEED LIMIT"(CW3-5)sign, "WORK ZONE"(G20-5aP) plaque and the "SPEED LIMIT"(R2-1)signs shall not be paid for directly, but shall be considered subsidiary to Item 502. 7. Turning signs from view, laying signs over or down will not be allowed, unless as otherwise noted under "REMOVING OR COVERING" on BC(4). 8. Techniques that may help reduce traffic speeds include but are not limited to: SHEET 3 OF 12 A. Law enforcement. B. Flogger stationed next to sign. C. Portable changeable message sign (PCMS) . ,Texas Department of Transportat D. Low -power (drone) radar transmitter. E. Speed monitor trailers or signs. 9. Speeds shown on details above are for illustration only. BARRICADE AND CM Work Zone Speed Limits should only be posted as approved for each project. WORK ZONE SPEED 10.For more specific guidance concerning the type of work, work zone conditions and factors impacting allowable regulatory construction speed zone reduction see TxDOT form #1204 in the TxDOT e-form system. p r. 7 - 1 , TC C •- O o N 0 L 0) TC + O C U N vN� LL 3++ 00 zws T L .+W +-rn U •- a nC •- 2c +ad) O N L L L W a rnoCO C E •- In 0 4)ED C 0 O -a C C + wF- NMN O X N X H L N H + U L N N N L +a) O TNC 0 N 3 0 L a) > O O On CAL 0 0nE 0 C O L O 0 DON O4 L + + 0r o moo oX + .0 ~ D «n0 0 '0 NO0 K m O+ E 0 N N N aL•-- J H L U + C N C o Y O GENERAL NOTES FOR WORK ZONE SIGNS TYPICAL MINIMUM CLEARANCES FOR LONG TERM AND INTERMEDIATE TERM SIGNS 1. Contractor shall instal I and maintain signs in a straight and plumb condition and/or as directed by the Engineer. 2. Wooden sign posts shall be painted white. 3. Barricades shall NOT be used as sign supports. 12' min. 4. All signs shall be installed 1n accordance with the plans or as directed by the Engineer. Signs shall be used to regulate, warn, and 2 QQ0 A� guide the traveling public safely through the work zone. ROAD ROAD ADD 5. The Contractor may furnish either the sign design shown in the plans or in the "Standard Highway Sign Designs for Texas" (SHSD). The minimum Engineer/Inspector may require the Contractor to furnish other work zone signs that are shown in the TMUTCD but may have been omitted IAA O RK IAA O RK from CIA ORK AHEAD from the plans. Any variation in the plans shall be documented by written agreement between the Engineer and the Contractor's N AHEAD N AHEAD curb AHEAD Responsible Person. All changes must be documented in writing before being implemented. This can include documenting the changes in v 6 the Inspector's TxDOT diary and having both the Inspector and Contractor initial and date the agreed upon changes. v N min. 6. The Contractor shall furnish sign supports listed in the "Compliant Work Zone Traffic Control Device List" (CWZTCD). The Contractor C a MPXH shall install the sign support in accordance with the manufacturer's recommendations. If there is a question regarding installation o _ procedures, the Contractor Shall furnish the Engineer a copy of the manufacturer's installation recommendations So the Engineer can 7.0' min. _ verify the correct procedures ore being followed. N'o 0' 6' 9.0' max. N'o 6' or 7.0' min. 7.0' min. 7. The Contractor is responsible for installing signs on approved supports and rep lacing signs with damaged or cracked substrates and/or greater max. 9.0' Max. 6.0' min. damaged or marred reflective sheeting as directed by the Engineer/Inspector. 8• Identification markings may be shown only on the back of the sign substrate. The maximum height of letters and/or company logos used for identification shall be 1 inch. 9. The Contractor shall replace damaged wood posts. New or damaged wood sign posts shall not be spliced. Paved Paved /�/ ii / 1� DURATION OF WORK (as defined by the "Texas Manual on Uniform Traffic Control Devices" Part 6) shoulder \� shoulder \ / / ��/ I 1 types isupports, Enginr10isresponsible forselectingthe appropriate sizesignforthetypeof work beingperformed. tstsgreof sstenvary anthe type o workbeing performed. TheEngineer The Contractor is responsible for ensuring the sign support, sign mounting height and substrate meets manufacturer's recommendotions in X- When placing skid supports on unlevel ground, the leg post lengths must be adjusted so the sign appears straight and plumb. regard to crashworthiness and duration of work requirements. Objects shall NOT be placed under skids as a means of leveling, a. Long-term stationary - work that occupies a location more than 3 days. b. Intermediate -term stationary - work that occupies a location more than one daylight period up to 3 days, or nighttime work losting When plaques ore placed on dual -leg supports, they should be attached to the upright nearest the travel lane. more than one hour. Supplemental plaques (advisory or distance) should not cover the surface of the parent sign. c. Short-term stationary - daytime work that occupies a location for more than 1 hour in a single daylight period. d. Short, duration - work that occupies a location up to 1 hour. e. Mobile - work that moves continuously or intermittently (stopping for up to approximately 15 minutes.) SIGN MOUNTING HEIGHT Support ATTACHMENT FOR SIGN SUPPORTS Attachment to wooden supports 1. The bottom of Long-term/Intermediate-term signs shall be at least 7 feet, but not more than 9 feet, above the paved surface, except shoII not will be by bolts and nuts as shown for supplemental plaques mounted below other signs. protrude 2. The bottom of Short-term/Short Duration signs shall be a minimum of 1 foot above the pavement surface but no more than 2 feet above g above sign or screws. Use TxDOT's or the ground. ' manufacturers recommended L- 3. Long-term/Intermediate-term Signs may be used in lieu of Short-term/Short Duration signing. / procedures for attaching sign 4. Short-term/Short Duration signs shall be used only during daylight and shall be removed at the end of the workday or raised to substrates to other types of appropriate Long-term/Intermediate sign height. 5� on n Support sign supports 5. Regulatory signs shall be mounted at least 7 feet, but not more than 9 feet, above the paved surface regardless of work duration. shall not R O A D SIZE e SIGNS ROAD O Ln1 D 1. The Contractor shall furnish the sign sizes shown on BC (2) unless otherwise shown in the plans or as directed by the Engineer. If protrude SIGN SUBSTRATES above sign r l � r l M O R n I OR Nails shall NOT 1. The Contractor shall ensure the sign substrote is installed in accordance with the manufacturer's recommendations for the type of sign I I I support that is being used. The CWZTCD lists each substrate that can be used on the different types and models of sign supports. jMUj �ryry be allowed. 2. "Mesh" type materials are NOT an approved sign substrate, regardless of the tightness of the weave. a �� I I� U11�G U Each sign 3. All wooden individual sign panels fabricated from 2 or more pieces shall hove one or more plywood cleat, 1/2" thick by 6" wide, � dt �G3 �Spq fastened to the back of the sign and extending fully across the sign. The cleat shall be attached to the back of the sign using wood Sign supports shall shall be attached screws that do not penetrate the face of the sign panel. The screws shall be placed on both sides of the splice and spaced at 6" extend more than directly to the sign centers. The Engineer may approve other methods of splicing the sign face. 1way up the // REFLECTIVE SHEETING backck of the sign 7II/ support. Multiple 1. All signs shall be retroreflective and constructed of sheeting meeting the color and retro-reflectivity requirements of DMS-8300 substrate. signs shall not be for rigid signs or DMS-8310 for roll -up signs. The web address for DMS specifications is shown on BCH ). 2• White sheeting, meeting the requirements of DMS-8300 Type A, shall be used for signs with a white background. FRONT ELEVATION joined or spliced by Wood, metal or 3. Orange sheeting, meeting the requirements of DMS-8300 Type BFL or Type CFI, shall be used for rigid signs with orange backgrounds. Fiber Reinforced Plastic any means. Wood SIGN LETTERS supports shall not be 1. All sign letters and numbers shall be clear, and open rounded type uppercase alphabet letters as approved by the Federal Highway Splicing embedded perforated square metal tubing in order to extend post extended Or repaired Administration (FHWA) and as published in the "Standard Highway Sign Design for Texas" manual. Signs, letters and numbers shall be of height will only be allowed when the splice is made using four bolts, two first class workmanship in accordance with Deportment Standards and Specifications. above and two below the spice point. Splice must be located entirely behind SIDE ELEVATION by splicing Or REMOVING OR COVERING the sign substrate, not near the base of the support. Splice insert lengths Wood other means. 1. When sign messages may be confusing or do not apply, the signs shall be removed Or completely covered. should be at least 5 times nominal post size, centered on the splice and 2. Long-term stationary or intermediate stationary signs installed on square metal tubing may be turned away from traffic 90 degrees when of at least the some gauge material, the sign message is not applicable. This technique may not be used for signs installed in the median of divided highways or near any intersections where the sign may be seen from approaching traffic. 3. Signs installed on wooden skids sholI not be turned at 90 degree angles to the roadway. These signs should be removed or completely STOP/SLOW PADDLES CONTRACTOR REQUIREMENTS FOR MAINTAINING PERMANENT SIGNS covered when not required. WITHIN THE PROJECT LIMITS 4. When s i gns are covered, the mater i a l used sna I I be opaque, such as heavy m i I b I ack p I ast i c, or other muter i a l s wh i ch w i I I cover the 1. STOP/SLOW paddles are the primary method to control traffic entire sign face and maintain their opaque properties under automobile headlights at night, without damaging the sign sheeting. by flaggers. The STOP/SLOW paddle size should be 24" x 24" 5. Burlap shall NOT be used to cover signs. as detailed below. 1. Permanent signs are used to give notice of traffic laws or regulations, call 6. Duct tape or other adhesive material shall NOT be affixed to a sign face. 2. When used at night, the STOP/SLOW paddle shall be attention to conditions that are potentially hazardous to traffic operations, 7. Signs and anchor stubs shall be removed and holes backfilled upon completion of work. retroreflectorized. show route designations, destinations, directions, distances, services, points SIGN SUPPORT WEIGHTS 3. STOP/SLOW paddles may be attached to a staff with a minimum of interest, and other geographical, recreational, or cultural information. 1. Where sign supports require the use of weights to keep from turning over, length of 6' to the bottom of the sign. Drivers proceeding through a work zone need the some, if not better route the use of sandbags with dry, cohesionless sand should be used. 4. Any lights incorporated into the STOP or SLOW paddle faces guidance as normally installed on a roadway without construction. SHEET 4 OF 12 shall onlybe as specifically described in Section 6E.03 2. When permanent regulatory or warning signs conflict with work zone conditions, 2• The Sandbags will be tied Shut to keep the Sand from Spilling and to y g y g g maintain a constant weight. ® Traffic Hand Signaling Devices in the TMUTCD. remove or cover the permanent signs until the permanent sign message matches 3. Rock, concrete, iron, steel or other solid objects shall not be permitted Operations the roadway condition. for use as sign support weights. ,Texas Department of Transportation Division Standard 3. When existing permanent signs are moved and relocated due to construction 4. Sandbags should weigh a minimum of 35 Ibs and a maximum of 50 lbs. purposes, they shall be visible to motorists at all times. 5. Sandbags shall be made of a durable material that tears upon vehicular 9„ 85/B, 4. If existing signs are to be relocated on their original supports, they shall be impact. Rubber (such as tire inner tubes) shall NOT be used. 10" 0" installed on crashworthy bases as shown on the SMD Standard sheets. The signs 6. Rubber ballasts designed for channelizing devices should not be used for shall meet the required mounting heights shown on the BC Sheets or the SMD ballast on portable sign supports. Sign supports designed and manufactured BARRICADE AND CONSTRUCTION D _ Standards. This work should be paid for under the appropriate pay item for with rubber bases may be used when shown on the CWZTCD list. TEMPORARY SIGN NOTES 24.. rn� 8"C 24^ 8„B relocating existing signs. 7. Sandbags shall only be placed along or laid over the base supports of the 5. If permanent signs are to be removed and relocated using temporary supports, traffic control device and shall not be suspended above ground level or the Contractor shall use crashworthy supports as shown on the BC sheets or the hung with rope, wire, chains or other fasteners. Sandbags shall be placed R-2„ CWZTCD. The signs shall meet the required mounting heights shown on the along the length of the skids to weigh down the sign support. 3^ BC Sheets or the SMD Standards during construction. This work should be paid 8. Sandbags shall NOT be placed under the skid and shall not be used to level BC (4 ) - 1 4 5/B y /B^ for under the appropriate pay item for relocating existing signs. sign supports placed on slopes. 6. Any sign or traffic control device that is struck or damaged by the Contractor FLAGS ON SIGNS FILE: bc-14.dgn DN: Tx DOT CK:TxDOT DW: Tx DOT I CK:TxDOT or his/her construction equipment shall I be replaced aced as soon as possible by the © TxDOT November 2002 CONT SECT JOB HIGHWAY 242q1. Flogs may be used to draw attention to warning signs. When used the flog Backgr Contractor to ensure proper guidance for the motorists. This will be subsidiary shall be 16 inches square or larger and shall be orange or fluorescent REVISIONS Legend - Red LegendBackgro8, B - Border to Item 502. red -orange Legend B, Border - White Legend & Bortler - Block in color. Flogs shall not be a I I owed to Cover any portion of 9-07 8-14 olsT courvrr SHEET No. the sign face. 7-13 d 7 TC C O 0L o> TC +o C O a oo0 L L O+ N 3 + 00 z�s TL .+w +— a a. 0 .- �Ow +o.a) omL L L N a. 4) Dc o •-N O NEB a) 7L C N o UON C + wr- NO 0 D N O X XF L L 0 .a Lm a)NL +Q)0 C T 0 0.- 0 N 3 O L a) > 0 0 ULW ya0 O C O LOP 0 CC Oa) owL + 0 N0 NM O -x+ +tea +Do O o N C roo0 K No+ O E N ^a)NN Q L._ •_ J H L U .0. )n c o Y O 4x4 wood post 2x6 24" L)x4 X 40" 2x6 Maximum 21 sq. ft. of sign face j 4x4 wood post See BC (4) for sign 30" height requirement CL Maximum 12 sq. ft. of ,e- sign face 4x4 wood post See BC (4) for sign height requirement 40" 36" �� Front Front Side SKID MOUNTED WOOD SIGN SUPPORTS Top 4x4 block Side 24' 2x6 skid 6 2x6 61 FbK .ength of skids may )e increased for )dditional stability. Top 3/8" bolts w/nuts or 3/8" x 3 1/2" (min.) lag screws 4x4 block LONG/INTERMEDIATE TERM STATIONARY - PORTABLE SKID MOUNTED SIGN SUPPORTS ❑ 0 0 Upright must telescope to provide 7' height above pavement 48" 9 sq. ft. or less- IOmm extruded thinwoll plastic sign only 1 3/4" x 1 3/4" x 11 foot 12 go post (DO NOT SPLICE) 1 3/4" goly. round with 5/16" holes or 1 3/4" x 1 3/4" square tubing 16 sq. ft. or less of any rigid sign substrate listed in section J.2.d of the CWZTCD, except 5/8" plywood. 1/2" plywood is allowed. —\ 1 3/4 " x 1 3/4 " x 129" (hole to hole) 12 go. support telescopes into sleeve , 1 3/4 " x 1 3/4 " x 52" (hole to hole) 12 go. square perforated tubing diagonal brace ---_ 1 3/4 " x 1 3/4 " x 32" (hole to hole) 12 go. square perforated tubing cross brace �1� Sign Post {o°e gJt J�a G<o 48" minimum OPTION 1 (Direct Embedment) Sign Post {o°e gJt Jn� G<o q^ max. , desirable I� I iiy� 34" min. in strong soils, 55" min. in weak soils. Anchor Stub (1/4" larger than sign post) OPTION 2 (Anchor Stub) PERFORATED SQUARE METAL T Sign Post {ooe 9JG� max. �I desirable III Optional :II reinforcing :I sleeve �I ' 34" min. in (1/2" larger strong soils, than sign 55" min. in post) x 18" weak soils. Anchor Stub (1/4" larger than sign post) OPTION 3 (Anchor Stub and Reinforcing Sleeve)) UBING Sign Post �[J� Base See the CWZTCD Post for embedment. WING CHANNEL Lap-splice/base bolted anchor GROUND MOUNTED SIGN SUPPORTS Refer to the CWZTCD and the manufacturer's installation procedure for each type sign support. The maximum sign square footage shall adhere to the manufacturer's recommendation. Two post installations can be used for larger signs. 1/2" WEDGE ANCHORS Dia.(typ) Both steel and plastic Wedge Anchor Systems as shown O on the SMD Standard Sheets may be used as temporary sign supports for signs up to 10 square feet of sign 4" H face. They may be set in concrete or in sturdy soils if approved by the Engineer. (See web address for 6" "Traffic Engineering Standard Sheets" on BC(1)). 0 3/8" x 3" gr. 5 bolt � 18" per support) joining o OTHER DESIGNS sign panel and supports 4 MORE DETAILS OF APPROVED LONG/INTERMEDIATE AND SHORT TERM SUPPORTS CAN BE FOUND ON THE Direction CWZTCD LIST. SEE BC(1) FOR WEBSITE LOCATION. of Traffic GENERAL NOTES Nominal Maximum Minimum Drilled Number Post of Sq. feet of Soil Hole(s) Size Posts Sign Face Embedment Required 4 x 4 1 12 36" NO 4 x 4 2 21 36" NO 4 x 6 1 21 36" YES 4 x 6 1 2 36 36" I YES WOOD POST SYSTEM FOR GROUND MOUNTED SIGN SUPPORTS 3/8" X 4 1/2 gr. — - — E 5 0 5 BOLT (TYP.) • ° N ............................ _ N \ N \ pin at angle o needed to N ti o 0 3/8 X 3" gr. match sideslope 3 �— _ ___ _ 5 bolt 36" 1 3/4 x 1 3/4 x 129" 0 2. 5 0 7/16" (hole to hole) 12 ga. square \ Welds to start on 7, perforated — opposite sides a tubing upright — going in opposite 3.. directions. Minimum e 48• weld, do not —2" x 2" x • back fill puddle. 0 12 ga. Completely welded 2" x 2" x 59" around tubing weld upright (hole to hole) 12 go. perforated weld °°°°°°°°°°°,,, \°° weld starts here tubing skid 2" x 2" x 8" starts here weld (hole to hole) 1 52 ga. square SINGLE LEG BASE perforated Side View I3 tubing sleeve welded to skid 60.. SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS 1. Nails may be used in the assembly of wooden sign supports, but 3/8" bolts with nuts or 3/8" x 3 1/2" lag screws must be used on every joint for final connection. 2. No more than 2 sign posts shall be placed within a 7 ft. circle, except for specific materials noted on the CWZTCD List. 3. When project is completed, all sign supports and foundations shall be removed from the project site. This will be considered subsidiary to Item 502. ❑ See BC(4) for definition of "Work Duration." Wood sign posts MUST be one piece. Splicing will NOT be allowed. Posts shall be painted white. See the CWZTCD for the type of sign substrate that can be used for each approved sign support. SHEET 5 OF 12 ® Traffic Operations ,Texas Department of Transportation Division BARRICADE AND CONSTRUCTION TYPICAL SIGN SUPPORT BC (5) —1 4 FILE: bc-14.dgn DN: TxDOT I CK:TxDOT I DW: TxDOT I CK:TxDOT © TxDOT November 2002 CONT SECT JOB HIGHWAY REVISIONS 9-07 8-14 DIST COUNTY SHEET NO. 7-13 n z WHEN NOT IN USE, REMOVE THE PCMS FROM THE RIGHT-OF-WAY OR PLACE THE PCMS BEHIND BARRIER OR GUARDRAIL WITH SIGN PANEL TURNED PARALLEL TO TRAFFIC RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES (The Engineer may approve other messages not specifically covered here.) TC Co 0 •N 0L ON TC +o C Ua) 00)0 L .0 O+N 3 + L - 00 z � TL .+w U •- C ao•- U C 7 +aaa)) ow` L L U) a 0 0• oC C 0 0 L a) 10NE a)7L Coo •- w U0W C + wr- NO 0 0 tN C, X a 4, L a) - U L L a) a) L L > L ID 0 0 + Ta C 0 N 3 0 C w L a) >SL 00 0OIL m N O O T L o C O LOP 0 o L L C00) 0wt + 0 yr o 0 NCO - x + +tea woo 0 0 ac (Do0 K W) 0+ w 7 E w ^a)W1N J H L U o + o Y O PORTABLE CHANGEABLE MESSAGE SIGNS 1. The Engineer/Inspector shall approve all messages used on portable changeable message signs (PCMS). 2. Messages on PCMS should contain no more than 8 words (about four to eight characters per word), not including simple words such as 'TO," "FOR," 'AT," etc. 3. Messages should consist of a single phase, or two phases that alternate. Three-phase messages are not allowed. Each phase of the message should convey a single thought, and must be understood by itself. 4. Use the word "EXIT" to refer to an exit ramp on a freeway; i.e., "EXIT CLOSED." Do not use the term "RAMP." 5. Always use the route or interstate designation (IH, US, SH, FM) along with the number when referring to a roadway. 6. When in use the bottom of a stationary PCMS message panel should be a minimum 7 feet above the roadway, where possible. 7. The message term "WEEKEND" should be used only if the work is to start on Saturday morning and end by Sunday evening at midnight. Actual days and hours of work should be displayed on the PCMS if work is to begin on Friday evening and/or continue into Monday morning. 8. The Engineer/Inspector may select one of two options which are avail- able for displaying a two-phase message on a PCMS. Each phase may be displayed for either four seconds each or for three seconds each. 9. Do not "flash" messages or words included in a message. The message should be steady burn or continuous while displayed. 10. Do not present redundant information on a two-phase message; i.e., keeping two lines of the message the same and changing the third line. 11. Do not use the word "Danger" in message. 12. Do not display the message "LANES SHIFT LEFT" or "LANES SHIFT RIGHT" on a PCMS. Drivers do not understand the message. 13. Do not display messages that scroll horizontally or vertically across the face of the sign. 14. The following table lists abbreviated words and two -word phrases that are acceptable for use on a PCMS. Both words in a phrase must be displayed together. Words or phrases not on this list should not be abbreviated, unless shown in the TMUTCD. 15. PCMS character height should be at least 18 inches for trailer mounted units. They should be visible from at least 1/2 (.5) mile and the text should be legible from at least 600 feet at night and 800 feet in daylight. Truck mounted units must have a character height of 10 inches and must be legible from at least 400 feet. 16. Each line of text should be centered on the message board rather than left or right justified. 17. If disabled, the PCMS should default to an illegible display that will not alarm motorists and will only be used to alert workers that the PCMS has malfunctioned. A pattern such as a series of horizontal solid bars is appropriate. WORD OR PHRASE ABBREVIATION WORD OR PHRASE ABBREVIATION Access Road ACCS RD Major MAJ Alternate ALT Miles MI Avenue AVE Miles Per Hour MPH Best Route BEST RTE Minor MNR Boulevard BLVD Monday MON Bridge BRDG Normal NORM Cannot CANT North N Center CTR Northbound (route) N Construction Ahead CONST AHD Parking PKING Road RD CROSSING XING Right Lane RT LN Detour Route DETOUR RTE Saturday SAT Do Not DONT Service Road SERV RD East E Shoulder SHLDR Eastbound (route) E Slippery SLIP Emergency EMER South S Emer ency Vehicle EMER VEH Southbound (route) S Entrance Enter ENT Speed SPD Express Lane EXP LN Street ST Expressway EXPWY Sunday SUN XXXX Feet XXXX FT Telephone PHONE Fog Ahead FOG AHD Temporary TEMP Freeway FRWY FWY FreewayBlocked FWY BLKDTo -ThursdayTHURS Downtown TO DWNTN FridayFRI Traffic TRAF Hazardous Driving HAZ DRIVING Travelers TRVLRS Hazardous Material HAZMAT Tuesday TUES High -Occupancy HOV Time Minutes TIME MIN Vehicle Highway HWY Upper Level UPR LEVEL Vehicles (s) VEH VEHS Hour(s) HR, HRS Warning WARN Information INFO Wednesday WED It Is ITS Junction JCT Weight Limit WT LIMIT West W Left LFT Westbound (route) W Left Lane LFT LN Wet Pavement WET PVMT Lane Closed LN CLOSED Lower Level LWR LEVEL Will Not WONT Maintenance MAINT Roadway designation # IH-number, US -number, SH-number, FM -number Phase 1: Condition Lists Road/Lane/Ramp Closure List FREEWAY FRONTAGE CLOSED ROAD X MILE CLOSED ROAD SHOULDER CLOSED CLOSED AT SH XXX XXX FT ROAD RIGHT LN CLSD AT CLOSED FM XXXX XXX FT RIGHT X RIGHT X LANES LANES CLOSED OPEN CENTER DAYTIME LANE LANE CLOSED CLOSURES NIGHT I-XX SOUTH LANE EXIT CLOSURES CLOSED Other Condition List ROADWORK ROAD XXX FT REPAIRS XXXX FT FLAGGER LANE XXXX FT NARROWS XXXX FT RIGHT LN TWO-WAY NARROWS TRAFFIC XXXX FT XX MILE MERGING CONST TRAFFIC TRAFFIC XXXX FT XXX FT LOOSE UNEVEN GRAVEL LANES XXXX FT XXXX FT DETOUR ROUGH X MILE ROAD XXXX FT VARIOUS LANES EXIT XXX CLOSED ROADWORK PAST ROADWORK NEXT CLOSED X MILE SH XXXX FRI-SUN EXIT CLOSED RIGHT LN TO BE BUMP XXXX FT US XXX EXIT CLOSED X MILES MALL DRIVEWAY X LANES CLOSED TRAFFIC SIGNAL LANES SHIFT X CLOSED TUE - FRI XXXX FT XXXXXXXX BL V D CLOSED X LANES SHIFT in Phase 1 must be used with STAY IN LANE in Phase 2. APPLICATION GUIDELINES 1. Only 1 or 2 phases are to be used on a PCMS. 2. The 1st phase (or both) should be selected from the "Road/Lane/Ramp Closure List" and the "Other Condition List". 3. A 2nd phase can be selected from the "Action to Take/Effect on Travel, Location, General Warning, or Advance Notice Phase Lists". 4. A Location Phase is necessary only if a distance or location is not included in the first phase selected. 5. If two PCMS are used in sequence, they must be separated by a minimum of 1000 ft. Each PCMS shall be limited to two phases, and should be understandable by themselves. 6. For advance notice, when the current date is within seven days of the actual work date, calendar days should be replaced with days of the week. Advance notification should typically be for no more than one week prior to the work. FULL MATRIX PCMS SIGNS Phase 2: Possible Component Lists Action to Take/Effect on Travel Location Warning ** Advance List List List Notice List MERGE RIGHT FORM X LINES RIGHT AT FM XXXX SPEED LIMIT XX MPH TUE-FRI XX AM - X PM DETOUR NEXT X EXITS USE XXXXX RD EXIT BEFORE RAILROAD CROSSING MAXIMUM SPEED XX MPH APR XX- XX X PM-X AM USE EXIT XXX USE EXIT I-XX NORTH NEXT X MILES MINIMUM SPEED XX MPH BEGINS MONDAY STAY ON US XXX SOUTH USE I-XX E TO I-XX N PAST US XXX EXIT ADVISORY SPEED XX MPH BEGINS MAY XX TRUCKS USE US XXX N WATCH FOR TRUCKS XXXXXXX TO XXXXXXX RIGHT LANE EXIT MAY X-X XX PM - XX AM WATCH FOR TRUCKS EXPECT DELAYS US XXX TO FM XXXX USE CAUTION NEXT FRI-SUN EXPECT DELAYS PREPARE TO STOP DRIVE SAFELY XX AM TO XX PM REDUCE SPEED XXX FT END SHOULDER USE DRIVE WITH CARE NEXT TUE AUG XX USE OTHER ROUTES WATCH FOR WORKERS TONIGHT XX PM_ XX AM STAY IN LANE See Application Guidelines Note 6. WORDING ALTERNATIVES 1. The words RIGHT, LEFT and ALL can be interchanged as appropriate. 2. Roadway designations IH, US, SH, FM and LP can be interchanged as appropriate. 3. EAST, WEST, NORTH and SOUTH (or abbreviations E, W, N and S) can be interchanged as appropriate. 4. Highway names and numbers replaced as appropriate. 5. ROAD, HIGHWAY and FREEWAY can be interchanged as needed. 6. AHEAD may be used instead of distances if necessary. 7. FT and MI, MILE and MILES interchanged as appropriate. 8. AT, BEFORE and PAST interchanged as needed. 9. Distances or AHEAD can be eliminated from the message if a location phase is used. PCMS SIGNS WITHIN THE R.O.W. SHALL BE BEHIND GUARDRAIL OR CONCRETE BARRIER OR SHALL HAVE A MINIMUM OF FOUR (4) PLASTIC DRUMS PLACED PERPENDICULAR TO TRAFFIC ON THE UPSTREAM SIDE OF THE PCMS, WHEN EXPOSED TO ONE DIRECTION OF TRAFFIC. WHEN EXPOSED TO TWO WAY TRAFFIC, THE FOUR DRUMS SHOULD BE PLACED WITH ONE DRUM AT EACH OF THE FOUR CORNERS OF THE UNIT. SHEET 6 OF 12 ® Traffic Operations ,Texas Department of Transportation Standard BARRICADE AND CONSTRUCTION PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) 1. When Full Matrix PCMS signs are used, the character height and legibility/visibility requirements shall be maintained as listed in Note 15 under "PORTABLE CHANGEABLE MESSAGE SIGNS" above. 2. When symbol signs, such as the "Flogger Symbol"(CW20-7) are represented graphically on the Full Matrix PCMS sign and, with the approval of the Engineer, it shall maintain the legibility/visibility requirement listed above. FILE: bc-14.dgn 3. When symbol signs are represented graphically on the Full Matrix PCMS, they shall only supplement the use of the static sign represented, and shall not substitute ©TxDOT November 2002 for, or replace that sign. REVISIONS 4. A full matrix PCMS may be used to simulate a flashing arrow board provided it meets the visibility, flash rote and dimming requirements on BC(7), for the 9-07 8-14 some size arrow. 7-13 BC (6) -1 4 ON: Tx DOT CK: TxDOT DW: TxDOT I CK: TXD( CONT SECT JOB I HIGHWAY DIST I COUNTY SHEET NO. Tc C0 U) L O N TC +o C U N oo� LL 3++ L - 00 z •« TL .+W + - 01 U •- C W W.3 U C •-Oa +om 0 N L L L 0 d 0 orn CCE - 1 0 LNG N 7 L C N O N ooV) c + wr- O J V N ox L a, L N - U L L N 4)L +u')o TNC .a..- N 3 O C w L N >oo P n 0 ono TL '0C O LOP 0 '0L L Cov 0 -C + + wa o )o o -x+ .0 + L TL 0 0 0 0 vao D'W O+ W J E a NN1p U L U C + N C o Y O 1. Barrier Reflectors shall be pre -qualified, and conform to the color and reflectivity requirements of DMS-8600. A list of prequalified Barrier Reflectors can be found at the Material Producer List web address shown on BC(1). 2. Color of Barrier Reflectors shall be as specified in the TMUTCD. The cost of the reflectors shall be considered subsidiary to Item 512. ier ectors CONCRETE TRAFFIC BARRIER (CTB) See D & OM (VIA 3. Where traffic is on one side of the CTB, two (2) Barrier Reflectors shall be mounted in approximately the midsection of each section of CTB. An alternate mounting location is uniformly spaced at one end of each CTB. This will allow for attachment of a barrier grapple without damaging the reflector. The Barrier Reflector mounted on the side of the CTB shall be located directly below the reflector mounted on top of the barrier, as shown in the detail above. 4. Where CTB separates two-way traffic, three barrier reflectors shall be mounted on each section of CTB. The reflector unit on top shall have two yellow reflective faces (Bi-Directionol)while the reflectors on each side of the barrier shall have one yellow reflective face, as shown in the detail above. 5. When CTB separates traffic traveling in the some direction, no barrier reflectors will be required on top of the CTB. 6. Barrier Reflector units shall be yellow or white in color to match the edge Iine being supplemented. 7. Maximum spacing of Barrier Reflectors is forty (40) feet. 8. Pavement markers or temporary flexible -reflective roadway marker tabs shall NOT be used as CTB delineation. 9. Attachment of Barrier Reflectors to CTB shall be per manufacturer's recommendations. 10.Missing or damaged Barrier Reflectors shall be replaced as directed by the Engineer. 11.Single slope barriers shall be delineated as shown on the above detail. Barrier Reflector on 16" toll plastic bracket� 16" i ing of barrier s is 20 feet. e delineators as per rer's recommendations. LOW PROFILE CONCRETE BARRIER (LPCB) DELINEATION OF END TREATMENTS END TREATMENTS FOR CTB'S USED IN WORK ZONES End treatments used on CTB's in work zones shall meet crashworthy standards as defined in the National Cooperative Highway Research Report 350. Refer to the CWZTCD List for approved end treatments and manufacturers. BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND ATTENUATORS Type C Warning Light or approved substitute mounted on a drum adjacent to the travel way. Warning reflector may be round or square.Must have a yellow reflective surface area of at least 30 square inches WARNING LIGHTS inimum of eflectors focturer's ions. 1. Warning lights shall meet the requirements of the TMUTCD. 2. Warning lights shall NOT be installed on barricades. 3. Type A -Low Intensity Flashing Warning Lights are commonly used with drums. They are intended to warn of or mark a potentially hazardous area. Their use shall be as indicated on this sheet and/or other sheets of the plans by the designation "FL". The Type A Warning Lights shall not be used with signs manufactured with Type BFLor CFL Sheeting meeting the requirements of Departmental Material Specification DMS-8300. 4. Type-C and Type D 360 degree Steady Burn Lights are intended to be used in a series for delineation to supplement other traffic control devices. Their use shall be as indicated on this sheet and/or other sheets of the plans by the designation 'SB". 5. The Engineer/Inspector or the plans sholl specify the location and type of warning lights to be installed on the traffic control devices. 6. When required by the Engineer, the Contractor shall furnish a copy of the warning lights certification. The warning light manufacturer will certify the warning lights meet the requirements of the latest ITE Purchase Specifications for Flashing and Steady -Burn Warning Lights. 7. When used to delineate curves, Type-C and Type D Steady Burn Lights should only be placed on the outside of the curve, not the inside. 8. The location of warning lights and warning reflectors on drums shall be as shown elsewhere in the plans. WARNING LIGHTS MOUNTED ON PLASTIC DRUMS 1. Type A flashing warning lights are intended to worn drivers that they are approaching or are in a potentially hazardous area. 2. Type A random flashing warning lights are not intended for delineation and shall not be used in a series. 3. A series of sequential flashing warning lights placed on channelizing devices to form a merging toper may be used for delineation. If used, the successive flashing of the sequential warning lights should occur from the beginning of the taper to the end of the merging taper in order to identify the desired vehicle path. The rate of flashing for each light shall be 65 flashes per minute, plus or minus 10 flashes. 4. Type C and D steady -burn warning lights ore intended to be used in a series to delineate the edge of the travel lane on detours, on lane changes, on lane closures, and on other similar conditions. 5. Type A, Type C and Type D warning lights shall be installed at locations as detailed on other sheets in the plans. 6. Warning lights shall not be installed on a drum that has a sign, chevron or vertical panel. 7. The maximum spacing for warning lights on drums should be identical to the channelizing device spacing. WARNING REFLECTORS MOUNTED ON PLASTIC DRUMS AS A SUBSTITUTE FOR TYPE C (STEADY BURN) WARNING LIGHTS 1. A warning reflector or approved substitute may be mounted on a plastic drum as o substitute for a Type C, steady burn warning light at the discretion of the Contractor unless otherwise noted in the plans. 2. The warning reflector shall be yellow in color and shall be manufactured using a sign substrate approved for use with plostic drums listed on the CWZTCD. 3. The warning reflector shall have a minimum retroreflective surface area (one -side) of 30 square inches. 4. Round reflectors shall be fully reflectorized, including the area where attached to the drum. 5. Square substrates must have a minimum of 30 square inches of reflectorized sheeting. They do not have to be reflectorized where it attaches to the drum. 6. The side of the warning reflector facing approaching traffic shall have sheeting meeting the color and retroreflectivity requirements for DIMS 8300-Type B or Type C. 7. When used near two-way traffic, both sides of the warning reflector shall be reflectorized. 8. The warning reflector should be mounted on the side of the handle nearest approaching traffic. 9. The maximum spacing for warning reflectors should be identical to the channelizing device spacing requirements. Arrow Boards may be located behind channelizing devices in place for a shoulder taper or merging taper, otherwise they shall be delineated with four (4) channelizing devices placed perpendicular to traffic on the upstream side of traffic. 1. The Flashing Arrow Board should be used for all lane closures on multi -lane roadways, or slow moving maintenance or construction activities on the travel lanes. 2. Flashing Arrow Boards should not be used on two-lane, two-way roadways, detours, diversions or work on shoulders unless the "CAUTION" display (see detail below) is used. 3. The Engineer/Inspector shall choose all appropriate signs, barricades and/or other traffic control devices that should be used in conjunction with the Flashing Arrow Board. 4. The Flashing Arrow Board should be able to display the following symbols: • • OR • • • • • • • 4 CORNER CAUTION ALTERNATING DIAMOND CAUTION • • • • • • • • • • • • • • • • • • • DOUBLE ARROW LEFT & RIGHT CHEVRON ARROW LEFT & RIGHT 5. The "CAUTION" display consists of four corner lamps flashing simultaneously, or the Alternating Diamond Caution mode as shown. 6. The straight line caution display is NOT ALLOWED. 7. The Flashing Arrow Board shall be capable of minimum 50 percent dimming from rated lamp voltage. The flashing rate of the lamps shall not be less than 25 nor more than 40 flashes per minute. 8. Minimum lamp "on time" shall be approximately 50 percent for the flashing arrow and equal intervals of 25 percent for each sequential phase of the flashing chevron. 9. The sequential arrow display is NOT ALLOWED. 10. The flashing arrow display is the TxDOT standard; however, the sequential Chevron display may be used during daylight operations. 11. The Flashing Arrow Board shall be mounted on a vehicle, trailer or other suitable support. 12. A Flashing Arrow Board SHALL NOT BE USED to laterally shift traffic. 13. A full matrix PCMS may be used to simulate a Flashing Arrow Board provided it meets visibility, flash rate and dimming requirements on this sheet for the some size arrow. 14. Minimum mounting height of trailer mounted Arrow Boards should be 7 feet from roadway to bottom of panel. REQUIREMENTS MINIMUM MINIMUM NUMBER MINIMUM TYPE SIZE OF PANEL LAMPS VISIBILITY DISTANCE B 30 x 60 13 3/4 mile C 48 x 96 15 1 mile ATTENTION Flashing Arrow Boards shall be equipped with automatic dimming devices. WHEN NOT IN USE, REMOVE THE ARROW BOARD FROM THE RIGHT-OF-WAY OR PLACE THE ARROW BOARD BEHIND CONCRETE TRAFFIC BARRIER OR GUARDRAIL. FLASHING ARROW BOARDS SHEET 7 OF 12 ® Traffic Operations Texas Department of Transportation Division TRUCK -MOUNTED ATTENUATORS Standard 1. Truck -mounted attenuators (TMA) used on TxDOT facilities must meet the requirements outlined in the National Cooperative Highway Research Report No. 350 (NCHRP 350) or the Manual for Assessing Safety Hardware (MASH). 2. Refer to the CWZTCD for the requirements of Level 2 or Level 3 TMAs. 3. Refer to the CWZTCD for a list of approved TMAs. 4. TMAs are required on freeways unless otherwise noted in the plans. 5. A TMA should be used anytime that it can be positioned 30 to 100 feet in advance of the area of crew exposure without adversely affecting the work performance. 6. The only reason a TMA should not be required is when a work area is spread down the roadway and the work crew is an extended distance from the TMA. BARRICADE AND CONSTRUCTION ARROW PANEL, REFLECTORS, WARNING LIGHTS & ATTENUATOR BC(7)-14 FILE: be-14. dgn I DN: TOOT I CK: TxDOT I DW: TOOT I CK: TxDOT © TxDOT November 2002 1 CONY lSECTI JOD I HIGHWAY REVISIONS 9-07 B-14 DIST COUNTY SHEET NO. 7-13 n � GENERAL NOTES TC C0 w� Om TC + O . C U N O a L N J LL o+ N 3 •- + L 00 z � TL .+w +- o U•- C U C J t a ID a N L o N L L 0 a N 0, Co 0 C 1 0 L N 'O NE N 7 L C N O N Ua0 C + Wr- 0 J N C V! o X 4)XF L N Ld N N L +NO O U TNC .0+•- 0 DL L 0,30 L N N U)L Oa0 OIL ono - E 'OC O Low 0 DON 0wL 0 + a0 o yo 0 •- x + .0 ~ 'o woo 0 0 a) C N00 Or 0 O + J E n N N b a L .- •- JH L U C + N C Y •- a O o I. For long term stationary work zones on freeways, drums shall be used as the primary channelizing device. 2. For intermediate term stationary work zones on freeways, drums should be used as the primary channelizing device but may be replaced in tangent sections by vertical panels, or 42" two-piece cones. In tangent sections one-piece cones may be used with the approval of the Engineer but only if personnel are present on the project at all times to maintain the cones in proper position and location. 3. For short term stationary work zones on freeways, drums are the preferred channelizing device but may be replaced in tapers, transitions and tangent sections by vertical panels, two-piece cones or one-piece cones as approved by the Engineer. 4. Drums and all related items shall comply with the requirements of the current version of the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD) and the "Compliant Work Zone Traffic Control Devices List" (CWZTCD). 5. Drums, bases, and related materials shall exhibit good workmanship and shall be free from objectionable marks or defects that would adversely affect their appearance or serviceability. 6. The Contractor shall hove a maximum of 24 hours to replace any plastic drums identified for replacement by the Engineer/Inspector. The replace- ment device must be an approved device. GENERAL DESIGN REQUIREMENTS Pre -qualified plastic drums shall meet the fallowing requirements: 1. Plastic drums shall be a two-piece design; the "body" of the drum shall be the top portion and the "base" shall be the bottom. 2. The body and base shall lock together in such a manner that the body separates from the base when impacted by a vehicle traveling at a speed of 20 MPH or greater but prevents accidental separation due to normal handling and/or air turbulence created by passing vehicles. 3. Plastic drums shall be constructed of lightweight flexible, and deformoble materials. The Contractor shall NOT use metal drums or single piece plastic drums as chonnelizotion devices or sign supports. 4. Drums shall present a profile that is a minimum of 18 inches in width at the 36 inch height when viewed from any direction. The height of drum unit (body installed on base) shall be a minimum of 36 inches and a maximum of 42 inches. 5. The top of the drum shall have a built-in handle for easy pickup and shall be designed to drain water and not collect debris. The handle shall have a minimum of two widely spaced 9/16 inch diameter holes to allow attachment of a warning light, warning reflector unit or approved compliant sign. 6. The exterior of the drum body shall have a minimum of four alternating orange and white retroreflective circumferential stripes not less than 4 inches nor greater than 8 inches in width. Any non-reflectorized space between any two adjacent stripes shall not exceed 2 inches in width. 7. Bases shall have a maximum width of 36 inches, a maximum height of 4 inches, and a minimum of two footholds of sufficient size to allow base to be held down while separating the drum body from the base. 8. Plastic drums shall be constructed of ultra -violet stabilized, orange, high -density polyethylene (HDPE) or other approved material. 9. Drum body shall have a maximum unballasied weight of 11 lbs. 10.Drum and base shall be marked with manufacturer's name and model number. RETROREFLECTIVE SHEETING 1. The stripes used on drums shall be constructed of sheeting meeting the color and retroreflectivity requirements of Departmental Materials Specification DMS-8300, "Sign Face Materials." Type A reflective sheeting shall be supplied unless otherwise specified in the plans. 2. The sheeting shall be suitable for use on and shall adhere to the drum surface such that, upon vehicular impact, the sheeting shall remain adhered in -place and exhibit no delaminating, cracking, or loss of retroreflectivity other than that loss due to abrasion of the sheeting surface. BALLAST 1. Unballosted bases shall be large enough to hold up to 50 lbs. of sand. This base, when filled with the ballast material, should weigh between 35 lbs (minimum) and 50 lbs (maximum). The ballast may be sand in one to three sandbags separate from the base, sand in a sand -filled plastic base, or other ballasting devices as approved by the Engineer. Stacking of sandbags will be allowed, however height of sandbags above pavement surface may not exceed 12 inches. 2. Bases with built-in ballast shall weigh between 40 lbs. and 50 lbs. Built-in ballast can be constructed of an integral crumb rubber base or a solid rubber base. 3. Recycled truck tire sidewalls may be used for ballast on drums approved for this type of ballast on the CWZTCD list. 4. The ballast shall not be heavy objects, water, or any material that would become hazardous to motorists, pedestrians, or workers when the drum is struck by a vehicle. 5. When used in regions susceptible to freezing, drums shall have drainage holes in the bottoms so that water will not collect and freeze becoming a hazard when struck by a vehicle. 6. Ballast shall not be placed on top of drums. 7. Adhesives may be used to secure base of drums to pavement. CW1-6L 36" Handle Top should not allow collection of water or debris 4" max 4" min 8" max 2" max (typ.) 24" I4" Orange 4" White DIRECTION INDICATOR BARRICADE 12" 8" 18" min 1. The Direction Indicator Barricade may be used in tapers, transitions, and other areas where specific directional guidance to drivers is necessary. 2. If used, the Direction Indicator Barricade should be used in series to direct the driver through the transition and into the intended travel lone. 3. The Direction Indicator Barricade shall consist of One -Direction Large Arrow (CW1-6) sign in the size shown with a black arrow on a background of Type BFLor Type CFLOrange retroreflective sheeting above a rail with Type A retroreflective sheeting in alternating 4" white and orange stripes sloping downward at on angle of 45 degrees in the direction rood users are to pass. Sheeting types shall be as per DMS 8300. 4. Double arrows on the Direction Indicator Barricade will not be allowed. 5. Approved manufacturers are shown on the CWZTCD List. Ballast shall be as approved by the manufacturers instructions. 9/16" dia. (typ) for mounting signs and warning lights Each drum shall have a minimum of 2 orange and 2 white stripes using Type A retro- reflective sheeting with the top stripe being orange. Taper to allow for stacking a minimum of 5 drums \ Bose (36" d l a. max) This detail is not intended for fabrication. See note 3 and the CWZTCD list for providers of approved Detectable Pedestrian Barricades 36" Detectable DETECTABLE PEDESTRIAN BARRICADES .h 'a i I i ng 1. When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, the temporary facilities shall be detectable and include accessibility features consistent with the features present in the existing pedestrian facility. 2. Where pedestrians with visual disabilities normally use the closed sidewalk, a device that is detectable by a person with a visual disability traveling with the aid of a long cane shall be placed across the full width of the closed sidewalk. 3. Detectable pedestrian barricades similar to the one pictured above, longitudinal channelizing devices, some concrete barriers, and wood or chain link fencing with a continuous detectable edging can satisfactorily delineate a pedestrian path. 4. Tape, rope, or plastic chain strung between devices are not detectable, do not comply with the design standards in the "Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG)" and should not be used as a control for pedestrian movements. 5. Warning lights shall not be attached to detectable pedestrian barricades. 6. Detectable pedestrian barricades may use 8" nominal barricade rails as shown on B010) provided that the top rail provides a smooth continuous rail suitable for hand trailing with no splinters, burrs, or sharp edges. 18" x 24" Sign 12" x 24" (Maximum Sign Dimension) Vertical Panel Chevron CW1-8, Opposing Traffic Lane mount with diagonals Divider, Driveway sign D70o, Keep Right sloping down towards R4 series or other signs as approved travel way by Engineer Plywood, Aluminum or Metal sign substrates shall NOT be used on plastic drums SIGNS, CHEVRONS, AND VERTICAL PANELS MOUNTED ON PLASTIC DRUMS 1. Signs used on plastic drums shall be manufactured using substrates listed on the CWZTCD. 2. Chevrons and other work zone signs with an orange background shall be manufactured with Type BFL or Type CFLOronge sheeting meeting the color and retroreflectivity requirements of DMS-8300, "Sign Face Material," unless otherwise specified in the plans. 3. Vertical Panels shall be manufactured with orange and white sheeting meeting the requirements of DMS-8300 Type A Diagonal stripes on Vertical Panels shall slope down toward the intended traveled lane. 4. Other sign messages (text or symbolic) may be used as approved by the Engineer. Sign dimensions shall not exceed 18 inches in width or 24 inches in height, except for the R9 series signs discussed in note 8 below. 5. Signs shall be installed using a 1/2 inch bolt (nominal) and nut, two washers, and one locking washer for each connection. 6. Mounting bolts and nuts shall be fully engaged and adequately torqued. Bolts should not extend more than 1/2 inch beyond nuts. 7. Chevrons may be placed on drums on the outside of curves, on merging tapers or on shifting tapers. When used in these locations they may be placed on every drum or spaced not more than on every third drum. A minimum of three (3) should be used at each location called for in the plans. 8. R9-9, R9-10, R9-11 and 139-11a Sidewalk Closed signs which are 24 inches wide may be mounted on plastic drums, with approval of the Engineer. SHEET 8 OF 12 ® Traffic Operations Texas De artment of TranPs .nation Division P Standard BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES 014.31MR, FILE: bo-14. dgn DN: TxDOT I CK: TxDOT I DW: TxDOT I CK: TXD( ( TxDOT November 2002 CONT SECT SOD I HIGHWAY REVISIONS 4-03 7-13 DIST COUNTY SHEET NO. 9-07 8-14 L TC Co o •- a 0 L od TC +06 CU o0)0 LL 0.0 3 + 00 Zws T L .1� U •- C an•- U C 0 +aaa)) 0aa))L L L N a m DCE •-wo NEB C 0 0 _0 Dt O N C + W H - oD U OX a)d XF L - U L L C> +a)0 TwC 0 a,LL C 30 L a) >oa° O' L N NnE 10 C 0 L 0_ 0 O 4 L: + 0 yr o U) m 0 -X+ .0 + L «00 o 0 dC ..a0 m 0 W+ 7Ey -•a)a�n Q L •-'- J H L U O + )n c o Y o 8" to 12" 4 5� VP-1L Fixed Base w/ Approved Adhesive 4" See 41, note 7 4' VP-1R Surface Mount Roadway / Base/Surface 18" FIXED (Rigid or self-righting) 8" to 12" ♦Fm 8" to 12" it m T O 3 0 24" +L min. d a 0 0 c 0 a c_ E M I Self-righting 12" minimum Support embedment depth 4" See 4„ not( 4" Rigid Support FIRTVFARI F 8" to 12" 1. Vertical Panels (VP's) are normally used to channelize traffic or divide opposing lanes of traffic. 8" to 12" 2. VP's may be used in daytime or nighttime situations. They may be used at the edge of shoulder drop-offs and other areas such as lone transitions where positive daytime and nighttime delineation is required. The Engineer/Inspector shall refer to the Roadway Design Manual Appendix B "Treatment of Pavement Drop-offs in 4„ Work Zones" for additional guidelines on the use of 24" See VP's for drop-offs. min, note 7 36" 3. VP's should be mounted back to back if used at the edge 4 min. of cuts adjacent to two-way two lane roadways. Stripes are to be reflective orange and reflective white and 4" should always slope downward toward the travel lane. 4. VP's used on expressways and freeways or other high speed roadways, may have more than 270 square inches of retroreflective area facing traffic. 5. Self-righting supports are available with portable base. See "Compliant Work Zone Traffic Control Devices List" (CWZTCD). _ 6. Sheeting for the VP's shall be retroreflective Type A conforming to Departmental Material Specification DMS-8300, unless noted otherwise. (Rigid or self-righting) 7. Where the height of reflective material on the vertical panel is 36 inches or greater, (I panel stripe of Pr)RTARI F 6 inches shall be used. VERTICAL PANELS (VPS) 12" CW6-4 Panels mounted back to back 18" Portable, 36„ Fixed or Driveable Base may be used, or may be mounted on drums. 1. Opposing Traffic Lane Dividers (OTLD) are delineation devices designed to convert a normal one-way roadway section to two-way operation. OTLD's are used on temporary centerlines. The upward and downward arrows on the sign's face indicate the direction of traffic on either side of the divider. The base is secured to the pavement with an adhesive or rubber weight to minimize movement caused by a vehicle impact or wind gust. 2. The OTLD may be used in combination with 42" cones or VPs. 3. Spacing between the OTLD shall not exceed 500 feet. 42" cones or VPs placed between the OTLD's should not exceed 100 foot spacing. 4. The OTLD sholl be orange with a black non - reflective legend. Sheeting for the OTLD shall be retroreflective Type BFLor Type CFL conforming to Departmental Material Specification DMS-8300, unless noted otherwise. The legend shall meet the requirements of DMS-8300. OPPOSING TRAFFIC LANE DIVIDERS (OTLD) 181, Min. 36" Fixed Base w/ Approved Adhesive (Driveable Base, or Flexible Support can be used) 1. The chevron shall be a vertical rectangle with a minimum size of 12 by 18 inches. 2. Chevrons are intended to give notice of a sharp change of alignment with the direction of travel and provide additional emphasis and guidance for vehicle operators with regard to changes in horizontal alignment of the roadway. 3. Chevrons, when used, shall be erected on the out- side of a sharp curve or turn, or on the for side of an intersection. They shall be in line with and at right angles to approaching traffic. Spacing should be such that the motorist always has three in view, until the change in alignment eliminates its need. 4. To be effective, the chevron should be visible for at least 500 feet. 5. Chevrons shall be orange with a block nonreflec- tive legend. Sheeting for the chevron shall be retroreflective Type BFLor Type CFL conformi ng to Departmental Material Specification DMS-8300, unless noted otherwise. The legend sholl meet the requirements of DMS-8300. 6. For Long Term Stationary use on topers or transitions on freeways and divided highways self-righting chevrons may be used to supplement plastic drums but not to replace plastic drums. CHEVRONS LONGITUDINAL CHANNELIZING DEVICES (LCD) GENERAL NOTES 1. Work Zone channelizing devices illustrated on this sheet may be installed in close proximity to traffic and are suitable for use on high or low speed roadways. The Engineer/Inspector shall ensure that spacing and placement is uniform and in accordance with the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). 2. Channelizing devices shown on this sheet may have a driveable, fixed or portable base. The requirement for self-righting channelizing devices must be specified in the General Notes or other plan sheets. 3. Channelizing devices on self-righting supports should be used in work zone areas where channelizing devices ore frequently impacted by errant vehicles or vehicle related wind gusts making alignment of the channelizing devices difficult to maintain. Locations of these devices shall be detailed else- where in the plans. These devices shall conform to the TMUTCD and the "Compliant Work Zone Traffic Control Devices List" (CWZTCD). 4. The Contractor shall maintain devices in a clean condition and replace damaged, nonreflective, faded, or broken devices and bases as required by the Engineer/Inspector. The Contractor shall be required to maintain proper device spacing and alignment. 5. Portable bases shall be fabricated from virgin and/or recycled rubber. The portable bases shall weigh a minimum of 30 lbs. 6. Pavement surfaces shall be prepared in a manner that ensures proper bonding between the adhesives, the fixed mount bases and the pavement surface. Adhesives shall be prepared and applied according to the manufacturer's recommendations. 7. The installation and removal of channelizing devices shall not cause detrimental effects to the final pavement surfaces, including pavement surface discoloration or surface integrity. Driveoble bases shall not be permitted on final pavement surfaces. The Engineer/Inspector shall approve all application and removal procedures of fixed bases. 1. LCDs are crashworthy, lightweight, deformoble devices that are highly visible, hove good target value and can be connected together. They are not designed to contain or redirect a vehicle on impact. 2. LCDs may be used instead of a line of cones or drums. 3. LCDs shall be placed in accordance to application and installation requirements specific to the device, and used only when shown on the CWZTCD list. 4. LCDs should not be used to provide positive protection for obstacles, pedestrians or workers. 5. LCDs sholl be supplemented with retroreflective delineation as required for temporary barriers on BC(7) when placed roughly parallel to the travel lanes. 6. LCDs used as barricades placed perpendicular to traffic should have at least one row of reflective sheeting meeting the requirements for barricade roils as shown on BC(10) placed near the top of the LCD along the full length of the device. WATER BALLASTED SYSTEMS USED AS BARRIERS 1. Water ballasted systems used as barriers shall not be used solely to channelize rood users, but also to protect the work space per the appropriate NCHRP 350 croshworthiness requirements based on roadway speed and barrier application. 2. Water ballasted systems used to channelize vehicular traffic shall be supplemented with retroreflective delineation or channelizing devices to improve daytime/nighttime visibility. They may also be supplemented with pavement markings. 3. Water ballasted systems used as barriers shall be placed in accordance to application and installation requirements specific to the device, and used only when shown on the CWZTCD list. 4. Water ballasted systems used as barriers should not be used for a merging taper except in low speed (less than 45 MPH) urban areas. When used on a taper in a low speed urban area, the toper shall be delineated and the toper length should be designed to optimize road user operations considering the available geometric conditions. 5. When water ballasted systems used as barriers have blunt ends exposed to traffic, they should be attenuated as per manufacturer recommendations or flared to a point outside the clear zone. If used to channelize pedestrians, longitudinal channelizing devices or water ballasted systems must have a continuous detectable bottom for users of long canes and the top of the unit shall not be less than 32 inches in height. HOLLOW OR WATER BALLASTED SYSTEMS USED AS LONGITUDINAL CHANNELIZING DEVICES OR BARRIERS Minimum Suggested Maximum Desirable Spacing of Posted Formula Taper Lengths Channelizing Speed * Devices 10' 11' 12' On a On a Offset OffsetOffset Taper Tangent 30 2 L= WS 60 150' 165' 180' 30' 60, 35 205' 225' 245' 35' 70' 40 2 55' 295' 320' 40' 80, 45 L=WS 450' 495' 540' 45' 90, 50 500' 550' 600' 50' 100, 55 550' 605' 660' 55' 110, 60 600' 660' 720' 60' 120' 65 650' 715' 780' 65' 130' 70 700' 770' 840' 70' 140' 75 750' 825' 900' 75' 150' 80 800' 880' 960' 80, 160' )(Taper lengths have been rounded off. L=Length of Toper (FT.) W=Width of Offset (FT.) S=Posted Speed (MPH) SUGGESTED MAXIMUM SPACING OF CHANNELIZING DEVICES AND MINIMUM DESIRABLE TAPER LENGTHS SHEET 9 OF 12 ® Traffic Operations ,Texas Department of Transportation Standard BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES BC (9) -1 4 FILE: bc-14.dgn ON: TxDOT CK:TxDOT DW: TxDOT CK:TxD01 © TxDOT November 2002 1 CONT SECT JOD I HIGHWAY REVISIONS 9-07 B-14 DIST COUNTY SHEET NO. 7-13 1 n 7 TYPE 3 BARRICADES TC Co o •- N 'r L oa) TC t O . C Ua) °a):3 LL 3++ 00 Z P E TL .+w +- rn U •- C U C 7 +nay o a)L L L W a C o, C° C 1EO 4)ED C m O 0 ow C c + wr- wo o oxd xF L 0 Ld ma)L +'0 v O U Tw f]+•- 0 N30 L a) a)U)L On° U L N "nE TL 'oC 0 L O4 0 C Oa) aWL o° y90 + t� w 10 0 O O a)00 �m0+ � O E 0 a)NtA JH L U 1OHtv) C 0 Y o 1. Refer to the Compliant Work Zone Traffic Control Devices List (CWZTCD) for details of the Type 3 Barricades and a list of all materials used in the construction of Type 3 Barricades. 2. Type 3 Barricades shall be used at each end of construction projects closed to all traffic. 3. Barricades extending across a roadway should have stripes that slope downward in the direction toward which traffic must turn in detouring. When both right and left turns are provided, the chevron striping may slope downward in both directions from the center of the barricade. Where no turns ore provided at a closed rood striping should slope downward in both directions toward the center of roadway. 4. Striping of rails, for the right side of the roadway, should slope downward to the left. For the left side of the roadway, striping should slope downward to the right. 5. Identification markings may be shown only on the back of the barricade rails. The maximum height of letters and/or company logos used for identification shall be 1". 6. Barricades shall not be placed parallel to traffic unless an adequate clear zone is provided. 7. Warning lights shall NOT be installed on barricades. 8. Where barricades require the use of weights to keep from turning over, the use of sandbags with dry, cohesionless sand is recommended. The sandbags will be tied shut to keep the sand from spilling and to maintain a constant weight. Sand bags shall not be stacked in a manner that covers any portion of a barricade rails reflective sheeting. Rock, concrete, iron, steel or other solid objects will NOT be permitted. Sandbags should weigh a minimum of 35 Ibs and a maximum of 50 Ibs. Sandbags shall be made of a durable material that tears upon vehicular impact. Rubber (such as tire inner tubes) shall not be used for sandbags. Sandbags shall only be placed along or upon the base supports of the device and shall not be suspended above ground level or hung with rope, wire, chains or other fasteners. 9. Sheeting for barricades shall be retroreflective Type A conforming to Departmental Material Specification DMS-8300 unless otherwise noted. Barricades shall NOT be used as a sign support. Minimum 8" I Width of nominal Reflective 45° ��Sheeting 6" 6^ 7 inches. TYPICAL STRIPING DETAIL FOR BARRICADE RAIL 4' min., 8' mox. 0 N _ A o Stiffener Flat rail Stiffener may be inside or outside of support, but no more than 2 stiffeners shall be allowed on One barricade. TYPICAL PANEL DETAIL FOR SKID OR POST TYPE BARRICADES Alternate Approx. Drums, vertical panels or 42" cones 50' 1 at 50' maximum spacing Each roadway of a divided highway shall be barricaded in the some manner PERSPECTIVE VIEW R11-2 ROAD CLOSED NAME ADDRESS CITY G20-6T STATE CONTRACTOR El 11 11 El The three rails on Type 3 barricades shall be reflectorized orange and 10, reflective white stripes on one side facing one-way traffic and both sides for two-way traffic. Barricade striping should slant / downward in the direction of detour. 1. Signs should be mounted on independent supports at a 7 foot I 8' max. length Type 3 Barricades mounting height in center of roadway. The signs should be a minimum of 10 feet behind Type 3 Barricades. 2. Advance signing shall be as specified elsewhere in the plans. PLAN VIEW TYPE 3 BARRICADE (POST AND SKID) TYPICAL APPLICATION 33 4" �4" min, orange 2" min. �4" min, white J_E4�"TrT " 4" 2" min. " min. 1 2 min, orange min. 2" min. n. 4" min. white 42" 218 min min. Two -Piece cones Alternate T Approx. 50' Min. 2 drums Min. 2 drums or 1 Type 3 or 1 Type 3 barricade � STOCKPILE barricade On one-way roads Desirable downstream drums stockpile location or barricade may be is outside Chanshould b ndevices parallel to traffic omitted here clear zone. should be used when stockpile is within 30' from travel lane. a TRAFFIC CONTROL FOR MATERIAL STOCKPILES CONES 3"-4" 6" min. /M=\ 2 " min. 4" min. 28" min. Typical Plastic Drum PERSPECTIVE VIEW These drums ore not required on one-way roadway o o 0 0 E L N L 7 3 \L 3 E w 1. Where positive redirectional capability is provided, drums may be omitted. 2. Plastic construction fencing may be used with drums for safety as required in the plans. 3. Vertical Panels on flexible support may be substituted for drums when the shoulder width is less than 4 feet. 4. When the shoulder width is greater than 12 feet, steady -burn lights may be omitted if drums are used. 5. Drums must extend the length of the culvert widening. LEGEND Plastic drum Plastic drum with steady burn light or yellow warning reflector S B Steady burn warning light or yellow warning reflector 0 0 0 ED Increase number of plastic drums on the Eside of approaching traffic if the crown E width makes it necessary. (minimum of 2 a o and maximum of 4 drums) G PLAN VIEW CULVERT WIDENING OR OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS 2" max. 3" min. 2" to 6" 3" min. 28" min. 1 One -Piece cones Tubular Marker 28" Cones shall have a minimum weight of 9 112 Ibs. 42" 2-piece cones shall have a minimum weight of 30 lbs. including base. 1. Traffic cones and tubular markers shall be predominantly orange, and meet the height and weight requirements shown above. 2. One-piece cones have the body and base of the cone molded in one consolidated unit. Two-piece cones have a cone shaped body and a separate rubber base, or ballast, that is added to keep the device upright and in place. 3. Two-piece cones may hove a handle or loop extending up to 8" above the minimum height shown, in order to aid in retrieving the device. 4. Cones or tubular markers used at night shall have white or white and orange reflective bands as shown above. The reflective bands shall have a smooth, sealed outer surface and meet the requirements of Departmental Material Specification DMS-8300 Type A. 5. 28" cones and tubular markers are generally suitable for short duration and short-term stationary work as defined on BC(4). These should not be used for intermediate -term or long-term stationary work unless personnel is on -site to maintain them in their proper upright position. 6. 42" two-piece cones, vertical panels or drums are suitable for all work zone durations. 7. Cones or tubular markers used on each project should be of the same size and shape. THIS DEVICE SHALL NOT BE USED ON PROJECTS LET AFTER MARCH 2O14. 2" 4" 4 2" 4" 42" EDGELINE CHANNELIZER 1. This device is intended only for use in place of a vertical panel to channel ize traffic by indicating the edge of the travel lane. It is not intended to be used in transitions or tapers. 2. This device shall not be used to separate lanes of traffic (opposing or otherwise) or worn of objects. 3. This device is based on a 42 inch, two-piece cone with an alternate striping pattern: four 4 inch retroreflective bonds, with an approximate 2 inch gap between bands. The color of the bond should correspond to the color of the edgeline (yellow for left edgeline, white for right edgeline) for which the device is substituted or for which it supplements. The reflectorized bonds shall be retroreflective Type A conforming to Departmental Material Specification DMS-8300, unless otherwise noted. 4. The base must weigh a minimum of 30 Ibs. SHEET 10 OF 12 ® Traffic Operations ,Texas Department of Transportation Standard BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES BC(10)-14 FILE: bo-14.dgn IDN: TxDOT CK:TxDOT DW: TxDOT CK:TxDOT © TxDOT November 2002 CONT SECT TDB HIGHWAY REVISIONS 9-07 8-14 DIST COUNTY SHEET N0. 7-13 1 n 0 TC C0 �� om TC +o C U U) LL 00 z •« TL .+w +- o U •- C 2 C 0 n 0)) O 4)L L L 0 a d Dt c o C E - I a L N 'O NE C o o N c + w0- C W U)) oxd XF L d L4) N a)L L > L +0)0 O U Tw .0o •- DL L C3 L N 4)NL 0Qo U L N ono TL 000 L o1 0 '0L L Cod O •r L + 0 w0 wM o -X+ L, t 'O TL Do 0 0 .. U)D CO K w O + W DEa R 4) , _2 •-- U L U C + N C o Y O WORK ZONE PAVEMENT MARKINGS GENERAL I. The Contractor shall be responsible for maintaining work zone and existing pavement markings, in accordance with the standard specifications and special provisions, on all roadways open to traffic within the CSJ limits unless otherwise stated in the plans. 2. Color, patterns and dimensions shall be in conformance with the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). 3. Additional supplemental pavement marking details may be found in the plans or specifications. 4. Pavement markings shall be installed in accordance with the TMUTCD and as shown on the plans. 5. When short term markings are required on the plans, short term markings shall conform with the TMUTCD, the plans and details as shown on the Standard Plan Sheet WZ(STPM). 6. When standard pavement markings are not in place and the roadway is opened to traffic, DO NOT PASS signs shall be erected to mark the beginning of the sections where passing is prohibited and PASS WITH CARE signs at the beginning of sections where passing is permitted. 7. All work zone pavement markings shall be installed in accordance with Item 662, "Work Zone Pavement Markings." RAISED PAVEMENT MARKERS 1. Raised pavement markers ore to be placed according to the patterns on BC(12). 2. All raised pavement markers used for work zone markings shall meet the requirements of Item 672, "RAISED PAVEMENT MARKERS" and Departmental Material Specification DMS-4200 or DMS-4300. PREFABRICATED PAVEMENT MARKINGS 1. Removable prefabricated pavement markings shall meet the requirements of DMS-8241. 2. Non-removoble prefabricated pavement markings (foil bock) sholl meet the requirements of DMS-8240. MAINTAINING WORK ZONE PAVEMENT MARKINGS 1. The Contractor will be responsible for maintaining work zone pavement markings within the work limits. 2. Work zone pavement markings shall be inspected in accordance with the frequency and reporting requirements of work zone traffic control device inspections as required by Form 599. 3. The markings should provide a visible reference for a minimum distance of 300 feet during normal daylight hours and 160 feet when illuminated by automobile low -beam headlights at night, unless sight distance is restricted by roadway geometrics. 4. Markings failing to meet this criteria within the first 30 days after placement shall be replaced at the expense of the Contractor as per Specification Item 662. REMOVAL OF PAVEMENT MARKINGS I. Pavement markings that are no longer applicable, could create confusion or direct a motorist toward or into the closed portion of the roadway shall be removed or obliterated before the roadway is opened to traffic. 2. The above sholl not apply to detours in place for less than three days, where floggers and/or sufficient chonnelizing devices are used in lieu of markings to outline the detour route. 3. Pavement markings shall be removed to the fullest extent possible, so as not to leave a discernable marking. This shall be by any method approved by TxDOT Specification Item 677 for "Eliminating Existing Pavement Markings and Markers". 4. The removal of pavement markings may require resurfacing or seal coating portions of the roadway as described in Item 677. 5. Subject to the approval of the Engineer, any method that proves to be successful on a particular type pavement may be used. 6. Blast cleaning may be used but will not be required unless specifically shown in the plans. 7. Over -painting of the markings SHALL NOT BE permitted. 8. Removal of raised pavement markers shall be as directed by the Engineer. 9. Removal of existing pavement markings and markers will be paid for directly in accordance with Item 677, "ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS," unless otherwise stated in the plans. 10.Black-out marking tape may be used to cover conflicting existing markings for periods less than two weeks when approved by the Engineer. Temporary Flexible -Reflective Roadway Marker Tabs TOP VIEW FRONT VIEW SIDE VIEW 'A � T Adhesive pad Height of sheeting is usually more than 1/4" and less than I". STAPLES OR NAILS SHALL NOT BE USED TO SECURE TEMPORARY FLEXIBLE -REFLECTIVE ROADWAY MARKER TABS TO THE PAVEMENT SURFACE 1. Temporary flexible -reflective roadway marker tabs used as guidemarks shall meet the requirements of DMS-8242. 2. Tabs detailed on this sheet are to be inspected and accepted by the Engineer or designated representative. Sampling and testing is not normally required, however at the option of the Engineer, either "A" or "B" below may be imposed to assure quality before placement on the roadway. A. Select five (5) or more tabs at random from each lot or shipment and submit to the Construction Division, Materials and Pavement Section to determine specification compliance. B. Select five (5) tabs and perform the following test. Affix five (5l tabs at 24 inch intervals on an asphaltic pavement in a straight line. Using a medium size passenger vehicle or pickup, run over the markers with the front and rear tires at a speed of 35 to 40 miles per hour, four (4) times in each direction. No more than one (1) out of the five (5) reflective surfaces shall be lost or displaced as a result of this test. 3. Small design variances may be noted between tab manufacturers. 4. See Standard Sheet WZ(STPM) for tab placement on new pavements. See Standard Sheet TCP(7-1) for tab placement on seal coat work. RAISED PAVEMENT MARKERS USED AS GUIDEMARKS 1. Raised pavement markers used as guidemarks shall be from the approved product list, and meet the requirements of DMS-4200. 2. All temporary construction raised pavement markers provided on a project shall be of the some manufacturer. 3. Adhesive for guidemarks shall be bituminous material hot applied or butyl rubber pad for all surfaces, or thermoplastic for concrete surfaces. Guidemarks shall be designated as: YELLOW (two amber reflective surfaces with yellow body). WHITE (one silver reflective surface with white body). DEPARTMENTAL MATERIAL SPECIFICATIONS PAVEMENT MARKERS (REFLECTORIZED) DMS-4200 TRAFFIC BUTTONS DMS-4300 EPDXY AND ADHESIVES DMS-6100 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS-6130 PERMANENT PREFABRICATED PAVEMENT MARKINGS DMS-8240 TEMPORARY REMOVABLE, PREFABRICATED PAVEMENT MARKINGS DMS-8241 TEMPORARY FLEXIBLE, REFLECTIVE ROADWAY MARKER TABS DMS-8242 A list of prequalified reflective raised pavement markers, non -reflective traffic buttons, roadway marker tabs and other pavement markings can be found at the Material Producer List web address shown on BC(1). SHEET 11 OF 12 TC C O O •- y 0 L O j TC + O C U a) oQUD LL o W 00 z�s TL U •- C a n-- 00— U C 7 +naa)) U 0 L O" L L 0a aI 0, C E •- 1 0 NES «o • N O O N c + w0— O 7 NON O X X F- L L - U L 0 >L L > L + O 0 U TWC �+•- O N 3 O L a) 'O° n OIL W wnE loCO L O4 O ca aJ O�L + + NOO U) Ct O -x+ .c + a w o 0 0 v a) o 0 K wo, Ld❑Em a) V1 N JH L U D + o Y O STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS PAVEMENT MARKING PATTERNS 60" + 3" Type II -A -A Type Y buttons DOUBLE RAISED I—❑ of �0 El 0 O�0 o o�o ❑ o PAVEMENT 4 to 12" 10 to 12" a Type II -A -A 10 to 12" Type II -A -A MARKERS �❑ O O O ❑ O O O ❑ O O O ❑ O Iy 1❑ O O O ❑ O O ❑ O O O ❑ O NO —PASSING y 4 ® ® Ye I I ow T Ye I I ow ° °. ° ° ° ° ❑ ❑ ° O O O❑ 0 0 0 ❑ 0 0 0 ❑ 0 00 ❑ O�O ❑ 0 0 0❑ O O O❑ O /////////'''"' REFLECTORIZED PAVEMENT L I NE 4 t° 12' MARKINGS � �e Type I I -A-A Type Y buttons Yellow REFLECTORIZED PAVEMENT MARKINGS - PATTERN A RAISED PAVEMENT MARKERS - PATTERN A Type I-C I -A or II -A -A Type W or Y buttons I RAISED EDGE LNE ❑ O O O ❑ o O O ❑ O O O ❑ O O Type II -A -A SOLI D PAVEMENT LINES OR SINGLE MARKERS 60"" Y o o oo o ❑��11 0 0 0❑ 40 o❑ 0 0 0❑ 0 0 0 0 0 0 0 o O O ❑ O O O,CLO O O ❑ f ❑ ❑ ❑ ❑ ❑ q ❑ NO -PASSING LINE y T Yellow /, E> 4" White or Yellow 4 to 8" Type Y buttons 6 to 8" Type II A A Type I-C Type W buttons REFLECTORIZED PAVEMENT MARKINGS - PATTERN B RAISED PAVEMENT MARKERS - PATTERN B WIDE RAISED 60" + 3„ �4 "1 Pattern A is the TXDOT Standard, however Pattern B be if by the Engineer. PAVEMENT 1-2" O ❑ O O O ❑ O�O O ❑ O may used approved ❑ O O 0 ❑ O O 0 ❑ O 0 0 ❑ 0 Prefabricated markings may be substituted for reflectorized pavement markings. LINE MARKERS (FOR LEFT TURN CHANNELIZING LINE REFLECTORIZED CENTER LINE & NO —PASSING ZONE BARRIER LINES FOR TWO—LANE, TWO—WAY HIGHWAYS OR CHANNELIZING LINE USED TO PAVEMENT MARKINGS DISCOURAGE LANE CHANGING.) White Type I-C Type I-C or II -A -A RAISED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O❑ 0 0 00 0 0 0 ❑ 0 0 0 ❑ 0 0 0 ❑ 0 0 00 0 0 00 0 0 00 0 0 a 0 0 00O Type W buttons o a CENTER PAVEMENT MARKERS 10, �� 30, Wh to � Type I -C or I I -C-R a L I NE r T 1 ® Ye low ❑❑❑ ❑o❑ ❑❑❑ ❑❑❑ ❑❑❑ Type I -A Type Y buttons ❑❑❑ a OR y �i 40' + 1' O❑ O° O❑ O O O❑ O O O❑ O O O❑ O O O❑ O O O❑ O O O❑ O O O❑° O O❑ O° O❑ LANE REFLECTORIZED PAVEMENT 0 ❑ — 0❑ O o o❑ O O O° 0 0 00 0 0 00 0 0 00 0 0 00 O o o❑ 0 0 00 0 0 00 o 0 00 LINE MARKINGS I� 10, ,I` 30' � White or Yellow f 1 C> E> Type Y buttons Yellow Type I-A� BROKEN Type I-C or II -A -A E ® White® ® a ❑1313 ❑❑❑ ❑❑❑ ❑❑❑� ❑❑❑ Type W buttons ❑❑❑ LINES (when required) Type I-C or II-C-R o❑ o 0 0❑ o 0 0❑ o 0 0❑ o 0 0❑ o b o❑ 0 0 0❑ 0 0 0❑ 0 0 0❑ 0 0 0❑ 0 0 0❑ ❑ ❑ ❑ RAISED ❑ ❑ ❑ ❑ ❑ ❑ REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT MARKERS PAVEMENT I 3' I 9' Prefabricated markings may be substituted for reflectorized pavement markings. Type I-C E � E � AUXILIARY MARKERS I Type I-C or II-C-R OR EDGE & LANE LINES FOR DIVIDED HIGHWAY LANEDROP B" L I N E RAISED PAVEMENT 3 Type I -C MARKERS L �LEj White Type I I -A-A Type Y buttons <�] REMOVABLE MARKINGS 5' 6" oo❑ 0 0 0 ❑�o ❑ o 0 0❑ o 0 0❑ 0 0 00 0`r0 ❑ 0 0 00 0 0 00 0 0 00 0 0 0❑ WITH RAISED ooa000❑000❑000❑000❑000❑000❑000❑000❑000❑000❑ PAVEMENT MARKERS I �10'�� 30' o Ye ow ❑� ❑ ❑ ❑ CI ❑ El ❑ CI ❑ ❑ CI 13130 I f raised pavement markers are used Wh i to to supplement REMOVABLE markings, the markers shall be applied to the Rc i sed Pavement Morkers Type I-C top of the tape at the approximate REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT MARKERS mid length of tape used for broken Prefabricated markings may be substituted for reflectorized pavement markings. lines or at 20 foot spacing for solid lines. This allows an easier 20' 1' LANE & CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS removal of raised pavement markers Centerline only not to be used on edge lines and tape. SHEET 12 OF 12 ® Traffic Type I-C ODioi lions Wh i tee' a 000 a ,Texas Department of Transportation Standard 0 00 0 0 00 0 0 00 o o❑ o 0 0❑ 0 00 o 0 00 0 0 00 0 0 00 0 0 00 o °°° °00 000 °00 0 00 °O° BARRICADE AND CONSTRUCTION Yellow Type Y buttons Type II -A -A °°° °°° ° E] °°° °°° °°°RaisedPAVEMENT 0 0❑ o 0 0❑ 0 0 0❑ 0 0 0❑ o 0 0❑ o o❑ o 0 0❑ o 0 0❑ o 0 00 o 0 0❑ 0 O o❑ MARKING PATTERNS pavement markers used as standard (� 4> pavement markings shall be from the approved 000 000 000 000 000 000 products I i st and meet the requirements of E White Item 672 "RAISED PAVEMENT MARKERS." Type I-C BC (12) -14 REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT MARKERS FILE: bo-14.dgn DN: Tx DOT CK:TxDOT DW: Tx DOT I CK:TxDOT Prefabricated markings may be substituted for reflectorized pavement markings. © TxDOT February 1998 CONT SECT JOB HIGHWAY REVISIONS 1-97 9-07 TWO—WAY LEFT TURN LANE DIST COUNTY SHEET NO. 2-98 7-13 TC co o •- N 0 L om TC C U' o L N O+' 3 00 z �« T' ate• NN- r°a O L L oc C N' LNG NE C N' w a,a' wa. x o' S) N L' +N v O' TNI p o. N 3 L N >o: 0a DC' L Ol O c L0 ow D CW20- 48" X(Flags; See note 1) In q C O O. E L O O N s L L E N n E 0 o N L L ° j O '- x X M i i i 1 1 i I i Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights. (See notes 4 & 5)- i i I i r i T a oQ ND WORK S G20-2 48" X 24" V rl 0 7 2 N _v 0 0 L N L 0 00 -C In END ROAD WORK G 2 0 - 2 48" X 24" ODION ■u ■ m • • • • • J • • • J RIGHT LANE CLOSED X CW20-5TR 48" X 48" Z TCP ( 1 -4a) L X 0 00 i -C ROAD WORK AHEAD CW20-1D 48" X 48" (Flags See note 1) ONE LANE CLOSED VAHEAD 48" X D48" X 4 (Flags- See note 1) X T LEFT XIf-r LANE IF CW20-5TL CLOSED X 48" X 48" T X CW1-60 36" X 36" (See note 7) Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights.(See notes 4 & 5) Q END ROAD WORK G20-2 48" X 24" 0 .0 1n J ♦ ■ J C ■♦ ♦♦ o n 0 ♦ N Q ■ J� IMF ■ ■ ■ Y O 3 CWl 4 48R y 48" X 48" CW13-1P MPH 24" X 24" (See note 2)A ■ ■ ■ m _j ■ • • • CW1-6oT • • 36" X 36" (See note 2)A ■ • I J • L • J o L • • d��` Ic ID TSLIf M X �1� i END X i ROAD WORK X G20-2 48" X 24" _rn I/-- \__(�--I�/-- V V /� /� X \ \ L. x TCP (I -4b) TWO LANES CLOSED -4L X 48" 3-1P X 24" e note 2)A LEGEND Type 3 Barricade 0 0 Channelizing Devices ® Heavy Work Vehicle ® Truck Mounted Attenuator (TMA) 110 Trailer Mounted Flashing Arrow Board M Portable Changeable Message Sign (PCMS) —2— Sign a Traffic Flow Flag 10 1 FIagger Minimum Suggested Maximum Minimum Posted Formula Desirable Taper Lengths Spacing of Channelizing Sign Suggested Longitudinol Speed Devices Spacing „X„ Buffer Space Distance "B.. 10' 11' 12' On a On a Offset Offsetoffset Taper Tangent 30 2 L= WS 1 60 150' 165' 180' 30' 60, 120' 90, 35 205' 225' 245' 35' 70' 160, 120' 40 2 55' 295' 320' 40' 80, 240' 155' 45 L=WS 450' 495' 540' 45' 1 90' 320' 195' 50 500' 550' 600' 50' 100, 400' 240' 55 550' 605' 660' 55' 110, 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 1 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' 825' 900' 75' 150' 900' S40' �E Conventional Roads Only Taper lengths have been rounded off. L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW20-ID "ROAD WORK AHEAD" sign may be repeated if the visibility of the work zone 1s less than 1500 feet. 4. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet in advance of the area of crew exposure without adversely affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in place, Type 3 Barricades or other channelizing devices may be substituted for the Shadow Vehicle and TMA. 5. Additional Shadow Vehicles with TMAs may be positioned off the paved surface, next to those shown in order to protect wider work spaces. TCP (1-4(j) 6. If this TCP is used for a left lane closure , CW20-5TL "LEFT LANE CLOSED" signs shall be used and chonnelizing devices shall be placed on the centerline where needed to protect the work space from opposing traffic with the arrow panel placed in the closed lane near the end of the merging toper. TCP (1-4b) 7. Where traffic is directed over a yellow centerline, channel izing devices which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, at 1/2S where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. LANEL O X48" �® Traffic Operations CW2,TR Texas Department of Transportation Divisor X 48rd X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK AD TCP P (1 - 4) - 1 8 AHE CW20-1D FILE: tcpl-4-1B.dgn DN: CK: DW: CK: 48" X 48" ©TxDOT December 1985 CONT SECT JOB HIGHWAY (F I ags- 98 REVISIONS See note 1 ) 8-9--95 2-12 DIST COUNTY SHEET N0. 1-97 2-18 1 b 1 1541 TC co o •- N 0 L om Tc C U' o� LL 33: - 0 0' Z « I T' ate• a) w - 2co, + 0.' o a` ) LL' a oc c NE C N' w a,a' BU_ woI ox' x�'. d T' DC' L O 0 o La owj yo yx .c T' 0 o va w � E M Q•- a1 N L•-• i L L ROAD WORK o 4-0 END AHEAD C C ROAD WORK n CW20-1D V) 48" X 48" G20-2 (Flags- 48" X 24" See note 1) I > N n N = oa L O i O N x 0 ' o In L z L O LO o o n w xcl M ♦ a x k.. Shadow Vehicle a i with TMA and • o z n I high intensity i rotating, flashing, • L oscillating or 17 n 0 i strobe lights. 3 (See notes 5 & 6) i END o ROAD WORK G20-2 r 48" X 24" V L J L L o JZ V 0 N TCP (2-4a) ONE LANE CLOSED LANE CLOSED \ CW20-5TR 48" X 48" CW16-3aP 30" X 12" (See note 4) ROAD WORK AHEAD 'CW20-1D 48" X 48" (Flags - See note 1) CW20-1D 48" X 48" (Flags - See note 1) CW20-5TL\N 48" X 48" CW16-3aP- 30" X 12" (See note 4) CW1-6aT 36" X 36" Shadow Vehicle with— TMA and high intensity rotating, flashing, oscillating or strobe lights.(See notes 5 & 6) TCP (2-4b) TWO LANES CLOSED CW1-4R 48" X 48" LEGEND ® Type 3 Barricade 0 0 Channelizing Devices Heavy Work Vehicle ® Truck Mounted Attenuator (TMA) Trailer Mounted Flashing Arrow Board M Portable Changeable Message Sign (PCMS) i Sign <�3 Traffic Flow Flag 0-0 1 Flogger Minimum Suggested Maximum Minimum Posted Formula Desirable Taper Lengths Chaonel9zing Sign sted udinal Longitudinal Speed 9E9F Devices Spacing „X„ Buffer Space Distance "B" 10 11' 12' On a On o Offset Offset Offset Taper Tangent 30 2 L= WS 60 150' 165' 180' 30' 60' 120' 90, 35 205' 225' 245' 35' 70' 160' 120' 40 265' 295' 320' 40' 80' 240' 155' 45 L=WS 450' 495' 540' 45' 90, 320' 195' 50 500' 550' 600' 50' 100, 400' 240' 55 550' 605' 660' 55' 110' 500, 295' 600' 660' 720' 60' 120' 600, 350' J07 650' 715' 780' 65, 130' 700' 410' 700' 770' 840' 70' 140' 800' 475' 750' 825' 900' 75' 1 150' 900' 540' Conventional Roads Only **Taper lengths have been rounded off. L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY CW13-1P I GENERAL NOTES 24" X 24" CW1-6aT 36" X 36" CW1-4L 48" X 48" CW13-1P 24" X 24" CW20-5TR 48" X 48" CW16-3aP 30" X 12" (See note 4) 'CW20-1D 48" X 48" (Flags - See note 1) 1. Flags attached to s gns where shown, are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The downstream taper is optional. When used, it should be 100 feet minimum length per lane. 4. For short term applications, when post mounted signs are not used, the distance legend may be shown on the sign face rather than on a CW16-3aP supplemental plaque. 5. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet in advance of the area of crew exposure without adversely affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in place, Type 3 Barricades or other channelizing devices may be substituted for the Shadow Vehicle and TMA. 6. Additional Shadow Vehicles with TMAs may be positioned in each closed lane, on the shoulder or off the paved surface, next to those shown in order to protect a wider work space. TCP (2-40) 7. If this TCP is used for a left lane closure, CW20-5TL "LEFT LANE CLOSED"signs shall be used and channelizing devices shall be placed on the centerline to protect the work space from opposing traffic with the arrow board placed in the closed lone near the end of the merging toper. TCP (2-4b) 8. For shorter durations where traffic is directed over a yellow centerline, channelizing devices which separate two-way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, at 1/2(S) where S is the speed in mph. This tighter devices spacing is intended for the area of conflicting markings, not the entire work zone. ® Traffic Operations ,Texas Department of Transportation Standard TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS TCP (2-4) -1 8 FILE: tcp2-4-18.dgn DN: CK: DW: CK: (D TxDOT December 1985 CONT SECT JOB HIGHWAY REVISIONS 8-95 3-03 1-97 2-12 DIST COUNTY SHEET N0. 4-98 2-I8 b 2 1 F, 4 TC 00 N 0 L 04) TC C U' a L N LL o+' 3 - L 00 T' ate• NN- 2co: + a' UN' DL "c C N' NEB C N' N c wr- Npi ox' x�'. d L' t> +d' o' TNI D o• 'o C C 3 L N U1 N ' >o oa a•L' 7- N a' DC' 0 0 'o LU 0• U 17C 1) D 2 NC PASS ZON SHORT PAVEME MARKIN (TABS) NOTE Signinc directi 18" Standard pavement markings to be placed within 14 calendar days after temporary flexible -reflective Type Y-2 temporary roadway marker tabs flexible -reflective 40'•l' roadway marker tabs 0„ _ m mC----1 mC----1 mC- - - -i 10' I 30' mC----- — — — — — — I 1 1 Temporary flexible -reflective Previous roadway marker tabs placed to existing indicate beginning and end of 30" markings no passing zones 6„ TABS ON CENTERLINES OF TWO-LANE TWO-WAY ROADS For seal coat, micro -surface or similar operations "DO NOT PASS" SIGN (R4-1) and NO -PASSING ZONES :AT EVERY A. Prior to the beginning of construction, all currently striped no -passing zones shall be signed with the MILES DO NOT PASS (134-1) signs and PASS WITH CARE (R4-2) signs placed at the beginning and end of each zone for each direction of travel except as otherwise provided herein. Signs marking these individual no -passing zones need not be covered prior to construction if the signs supplement the existing pavement markings. 6 B. At the discretion of the Engineer, in areas of numerous no -passing zones, several zones may be combined as a single zone. If passing is to be prohibited over one or more lengthy sections, a DO NOT PASS sign and a NEXT XX MILES (R20-1TP) plaque may be used at the beginning of such zones. The DO NOT PASS sign and the NEXT XX MILES plaque should be repeated every mile to the end of the no -passing zone. In areas where there is considerable distance between no -passing zones, the end of the no -passing zone may be signed with a PASS WITH CARE sign and a NEXT XX MILES plaque. C. Depending on traffic volumes and length of sections, it may be desirable to prohibit passing throughout the project to prevent damage to windshield and lights. The DO NOT PASS sign and NEXT XX MILES plaque should be used and repeated as often as necessary for this purpose. Where several existing zones are to be combined into one individual no -passing zone, the sign at the beginning of the zone should be covered until the surfacing operation has passed this location so as not to have the DO NOT PASS sign conflict with the existing pavement markings. Also, unless one days operation completes the entire 011 length of such combined zones, appropriate DO NOT PASS and PASS WITH CARE signs should be placed at the beginning and end of the no -passing zones where the surfacing operation has stopped for the day. D. 134-1 and R4-2 are to remain in place until standard pavement markings are installed. 301, "NO CENTER LINE" SIGN (CW8-12) A. Center line markings are yellow pavement markings that delineate the separation of travel lanes that have opposite directions of travel on a roadway. Divided highways do not typically have center line 181, markings. B. At the time construction activity obliterates the existing center line morkings(low volume roads may not have an existing centerline), a NO CENTER LINE (CW8-12) sign should be erected at the beginning 30„ of the work area, at approximately 2 mile intervals within the work area, beyond major intersections and other locations deemed necessary by the Engineer. C. The NO CENTER LINE signs are to remain in place until standard pavement markings are installed. 18' "LOOSE GRAVEL" SIGN (CW8-7) A. When construction begins, a LOOSE GRAVEL (CW8-7) sign should be erected at each end of the work area 011 and repeated at intervals of approximately 2 miles in rural areas and closer in urban areas. B. The LOOSE GRAVEL signs are to remain in place until the condition no longer exists. 8" 36" EAT EVERY i MILES 561, '- 8X 4" 1D 48" X 48" NO PASSING ZONES ON TWO-LANE TWO-WAY ROADS PAVEMENT MARKINGS A. Temporary markings for surfacing projects shall be Temporary Flexible -reflective Roadway Marker Tabs unless otherwise approved by the Engineer. Tabs are to be installed to provide true alignment for striping crews or as directed by the Engineer. Tabs will be placed at the spacing indicated. Tabs should be applied to the pavement no more than two (2) days before the surfacing is applied. After the surfacing is rolled and swept, the cover over the reflective strip shall be removed. B. Tabs shall not be used to simulate edge lines. C. Tab placement for overlay/inlay operations shall be as shown on the WZ(STPM) standard sheet. COORDINATION OF SIGN LOCATIONS A. The location of warning signs at the beginning and end of a work area are to be coordinated with other signing typically shown on the Barricade and Construction Standards for project limits to ensure adequate sign spacing. B. Where possible the ROAD WORK AHEAD (CW20-ID), LOOSE GRAVEL (CW8-7), and NO CENTER LINE (CW8-12) signs should be placed in the sequence shown following the OBEY WARNING SIGNS STATE LAW (R20-3T) and the TRAFFIC FINES DOUBLE (R20-5T) sign, and one "X" sign spacing prior to the CONTRACTOR (G20-GT)sign typically located at or near the limits of surfacing. LOOSE GRAVEL and NO CENTER LINE signs will then be repeated as described above. Posted Speed Minimum Sign Spacing Distance 30 120' 35 160' 40 240' 45 320' 50 400' 55 500' 60 600, 65 700' 70 800' 75 900' X Conventional Roads Only TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. The traffic control devices detailed on this sheet will be furnished and erected as directed by the Engineer on sections of roadway where tabs must be placed prior to the surfacing operation which will cover or obliterate the existing pavement markings. 2. The devices shown on this sheet are to be used to supplement those required by the BC Standards or others required elsewhere in the plans. 3. Signs shall be erected as detailed on the BC Standards or the Compliant Work Zone Traffic Control Devices List (CWZTCD) on supports approved for Long -Term / Intermediate -Term Work Zone Sign Supports. 4. When surfacing operations take place on divided highways, freeways or expressways, the size of diamond shaped construction warning signs shall be 48" x 48". 5. Signs on divided highways, freeways and expressways will be placed on both right and left sides of the roadway based on roadway conditions as directed by the Engineer. ® Traffic Operations ,Texas Department of Transportation Division Stand TRAFFIC CONTROL DETAILS FOR SURFACING OPERATIONS TCP(7-1)-13 FILE: tcp7-I.dgn ON: Tx DOT CK:TxDOT DW: Tx DOT I CK:TxDOT (D TxDOT March 1991 CONT SECT JOD HIGHWAY REVISIONS 4-92 4-98 DIST COUNTY SHEET NO. 1-97 7-13 r TC Co o N 0 L om TC + O C U' a L N o+' 3 - 00 T' ate• NN- 2 C ' + a' o4) LL' D- O ac' C N' NE C N' a c Wr- O ,o! ox' x�'. d L' .C> o' TNI D +O• .0C N 3' C L N U1 N ' >0 0C CAL, 0 a T' DC' L Ol 0 L c a o' owe U 17C REQUIREMENTS FOR RED BACKGROUND REGULATORY SIGNS (STOP, YIELD, DO NOT ENTER AND WRONG WAY SIGNS) STOPYIELD DO NOT WRONG E� WAY REQUIREMENTS FOR FOUR SPECIFIC SIGNS ONLY SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND RED TYPE B OR C SHEETING BACKGROUND WHITE TYPE B OR C SHEETING LEGEND & BORDERS WHITE TYPE B OR C SHEETING LEGEND RED TYPE B OR C SHEETING REQUIREMENTS FOR WARNING SIGNS TYPICAL EXAMPLES SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND FLOURESCENT YELLOW TYPE BFLOR CFLSHEETING LEGEND & BORDERS BLACK ACRYLIC NON -REFLECTIVE FILM LEGEND & SYMBOLS ALL OTHER TYPE B OR C SHEETING REQUIREMENTS FOR WHITE BACKGROUND REGULATORY SIGNS (EXCLUDING STOP, YIELD, DO NOT ENTER AND WRONG WAY SIGNS) SPEED LIMIT 55_ �t 11 'f TYPICAL EXAMPLES SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND WHITE TYPE A SHEETING BACKGROUND ALL OTHERS TYPE B OR C SHEETING LEGEND,BORDERS AND SYMBOLS BLACK ACRYLIC NON -REFLECTIVE FILM LEGEND,BORDERS AND SYMBOLS ALL OTHER TYPE B OR C SHEETING REQUIREMENTS FOR SCHOOL SIGNS GENERAL NOTES 1. Signs to be furnished shall be as detailed elsewhere in the pions and/or as shown on sign tabulation sheet. Standard sign designs and arrow dimensions can be found in the "Standard Highway Sign Designs for Texas" (SHSD). 2. Sign legend shall use the Federal Highway Administration (FHWA) Standard Highway Alphabets (B, C, D, E, Emod or F). 3. Lateral spacing between letters and numerals shop conform with the SHSD, and any approved changes thereto. Lateral spacing of legend shall provide a balanced appearance when spacing is not shown. 4. Black legend and borders shall be applied by screening process or cut-out acrylic non -reflective black film to background sheeting, or combination thereof. 5. White legend and borders shall be applied by screening process with transparent colored ink, transparent colored overlay film to white background sheeting or cut-out white sheeting to colored background sheeting, or combination thereof. 6. Colored legend shall be applied by screening process with transparent colored ink, transparent colored overlay film or colored sheeting to background sheeting, or combination thereof. 7. Sign substrate shall be any material that meets the Departmental Material Specification requirements of DMS-7110 or approved alternative. 8. Mounting details for roadside mounted signs are shown in the "SMD series" Standard Plan Sheets. ALUMINUM SIGN BLANKS THICKNESS Square Feet Minimum Thickness Less than 7.5 0.080 7.5 to 15 0.100 Greater than 15 0.125 DEPARTMENTAL MATERIAL SPECIFICATIONS SCHOOL ALUMINUM SIGN BLANKS DMS-7110 SPEED SIGN FACE MATERIALS DMS 8300 LIMIT 20 WHEN The Standard Highway Sign Designs for Texas (SHSD) FLASHING can be found at the following website. http://www.txdot.gov/ TYPICAL EXAMPLES SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND WHITE TYPE A SHEETING BACKGROUND FLOURESCENT TYPE B OR C SHEETING FL FL YELLOW GREEN LEGEND,BORDERS AND SYMBOLS BLACK ACRYLIC NON -REFLECTIVE FILM SYMBOLS RED TYPE B OR C SHEETING ® Traffic Operations ,Texas Department of Transportation Standon TYPICAL SIGN REQUIREMENTS TSR(4)-13 FILE: tsr4-13.dgn DN: Tx DOT CK:TxDOT Dw: TxDOT cK:TxD01 ©TxDOT October 2003 CONT SECT JOB HIGHWAY REVISIONS 12-03 7-13 9-08 DIST COUNTY SHEET N0. cc a •N 0 L om Tc C U 00 o+' 3 - 00 T' ate• co' UN' oa LL' a ' o' Cr C:ci NE 50- N Pa' BU -_ aol o X x' X'. d DC' L O� 'aa L C O' ow U 1- N c SIGNAL WORK AHEAD CW20SG-1 48" x 48" I x SIGNAL WORK I AHEAD i CW20SG-1 48" x 48 i I SIGNAL WORK �^\ AHEAD e V V CW20SG-1 48" x 48" X SIGNAL WORK AHEAD X CW20SG-1 48" x 48" C � M 6.S s X m �} C N O z ■ SIGNAL ■ WORK ■ J See Note 8 AHEAD CW20SG-1 48" x 48" X s RIGHT LANE CLOSED X Z CW20-5TR 48" x 48" X 4 4SIGNAL I WORK AHEAD 3 it CW20SG-1 48" x 48" NEAR SIDE LANE CLOSURE SHORT DURATION OR SHORT TERM STATIONARY \_n?II `LJ" fin\ R4-7 SIGNAL �/ 24" x 30" Px4 WORK AHEAD y ■ CW20SG-1 ■� CW 48" x 48" ■I 488" —� — ■ ■ �■ ■ LC>10' min. L I ■ L■ Typical ' _._.... i R4-7 CW20SG-1 48" x 48" SIGNAL WORK /� s 4 SIGNAL WORK AHEAD _n- 1 AHEAD CW20SG-1 48" x 48" ■ X CW20SG-1 48" x 48" X ■I Ea � ■ X ■ X RIGHT AHEAD LANE CLOSED s CW20SG 1 48" x 48" CW20-5TR 48" x 48" X RIGHT s- LAN E CLOSED X CW20-5TR 48" x 48" i SIGNAL WORK AHEAD CW20SG-1 48" x 48" FAR SIDE RIGHT LANE CLOSURE SHORT DURATION OR SHORT TERM STATIONARY SIGNAL WORK AHEAD CW20SG-1 48" x 48" R4-7 24" x 30" ■ 10' min. h X/zL 24" x 30" I CW20SG-1 48" x 48" OPERATIONS IN THE INTERSECTION SHORT DURATION SIGNAL WORK CW20SG-1 AHEAD 48" x 48" R4-7 24" x 30" WORK AHEAD CW20SG-1 X 48" x 48" l a J X LEF1 i LANI X CW20-5TL 48" x 48" LEFT LANE CLOSED X CW20-5TL i 48" x 48" SIGNAL WORK AHEAD CW20SG-1 48" x 48" FAR SIDE LEFT LANE CLOSURE SHORT DURATION OR SHORT TERM STATIONARY GENERAL NOTES LEGEND Type 3 Barricade ® M Channelizing Devices ® E:W�}j Heavy Work Vehicle ® Truck Mounted Attenuator (TMA) Trailer Mounted Flashing Arrow Board M Portable Changeable Message Sign (PCMS) —2— Sign Traffic Flow Flag � Flogger Minimum Suggested Maximum Minimum Posted Formula Desirable Taper Lengths 9 Spacing of Channelizing Sign Su ested g9 Longitudinal Speed iE�E Devices Spacing Buffer Space Distance 10' 11' 12' On a On a Offset Offset Offset Taper Tangent 30 2 L= WS 60 150' 165' 180' 30' 60 120, 90, 35 205' 225' 245' 35' 70' 160, 120' 40 265' 295' 320' 40' 80' 240' 155, 45 L=WS 450' 495' 540' 45' 90, 320' 195' 50 500' 550' 600' 50' 100, 400' 240' 55 550' 605' 660' 55' 110, 500' 295' 60 600' 660' 720' 60, 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' 825' 900, 75' 150' 1 900' 540' �F Conventional Roads Only -X- Toper lengths have been rounded off. L=Length of Toper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) 1. The minimum size channelizing device is the 28" cone. 42" Two-piece cones, drums, vertical panels or barricades will be required when the device must be left unattended at night. 2. Obstructions or hazards at the work area shall be clearly marked and delineated at all times. 3. Flaggers and Flogger Symbol (CW20 7) signs may be required according to field conditions. 4. Vehicles parked in roadway shall be equipped with at least two high intensity rotating, flashing, oscillating or strobe type lights. 5. High level warning devices (flog trees) may be used at corners of the vehicle. 6. When work operations are performed on existing signals, the signals may be placed in flashing red mode when approved by the engineer. If existing signals do not have power, All -Way Stop (R1-1 and R1-3P) signs may be implemented when approved by the engineer. 7. For Short -Term Stationary work the buffer space "B" from the above table should be used if field conditions permit. For Short Duration (less than 1 hour) any buffer space provided will enhance the safety of the setup. 8. The arrow board at this location may be omitted for Short Duration work if the work vehicle has an arrow board in operation. As an option, the arrow board may be placed at the end of the toper in the closed lone if space is not available at the beginning of the toper. 9. Signs and devices for the NEAR SIDE LANE CLOSURE may be altered for a left lone closure by using a LEFT LANE CLOSED (CW20-5TL) and adding channelizing devices on the centerline to protect the work space from opposing traffic. WORKERS IN BUCKET TRUCKS SHALL NOT WORK ABOVE OPEN LANES OF TRAFFIC. SHEET 1 OF 2 ® Traffic Operations ,Texas Department of Transportation Standard TRAFFIC SIGNAL WORK TYPICAL DETAILS WZ (BTS- 1) - 13 FILE: wzbts-13.dgn DIN: TxDOT I CK:TxDOT DW: TxDOT CK:TxDOT © TxDOT April 1992 CONT SECT JOB HIGHWAY REVISIONS 2-98 10-99 7-13 DIST COUNTY SHEET NO. 4-98 3-03 15 5 114 TC co 0 •- N 0L om Tc C U' 0 L a) LL o+' 3 00 Z w I T' ate• a) w - 2 C ' + a' UN' OL aL ' o' ac' aN)' C N' N c wa-. wo! ox' x�'. d L, JV > + 0 o' TNI p o. N 3 L a) >0'. CAL0 C1 , 0- 0 a' T' L 0, L a C 00 owj END ROAD WORK G20-2 36" x 18" SIGNAL WORK AHEAD CW20SG-1 48" x 48" WORK AREA ROAD WORK G20-5T SIGNAL NEXT X MILES 48 x 24 WORK " AHEAD o=*vss G20-6T 48" x 30" CW20SG-1 48" x 48" I X X MAJOR STREET r END ;, / ROAD WORK G20-2 i OBEY G20-5aP JZONE BEGIN 36" x 18" WARNING 36" x 24"G20-5T ROAD WORK SIGNAL i SIGNs R20-5T 48 x 24" NEXTRXMEMILES WORKSTATE LAW ADRREss AHEAD36" x 36" n /R20-3T G20-6T STATE �/ `u' SIGNAL48" x 42" R20-5cTPWHEN48" x 30" CONTRACTOR WORK 36" x 18" 48"CW2x 4 AHEAD CW20SG-1 48" x 48" I i 48" x 48" r TYPICAL ADVANCE SIGNAL PROJECT SIGNING FOR LONG TERM and INTERMEDIATE -TERM STATIONARY WORK OPERATIONS GENERAL NOTES FOR WORK ZONE SIGNS 1. Signs shall be installed and maintained in a straight and plumb condition. 2. Wooden sign posts shall be pointed white. i 3. Barricades shall NOT be used as sign supports. i 4. Nails shall NOT be used to attach signs to any support. I 5. All signs shall be installed in accordance with the plans or aS 5 directed by the Engineer. i 6. The Contractor shall furnish the sign design shown in the plans or i in the "Standard Highway Sign Designs for Texas" (SHSD). T 7. The Contractor shall furnish sign supports and substrates listed in the "Compliant Work Zone Traffic Control Device List" (CWZTCD), installed as per the manufacturer's recommendations. 8. Temporary signs that have damaged or cracked substrates and/or damaged or marred reflective sheeting shall be replaced as directed by the Engineer. 9. Identification markings may be shown only on the back of the sign substrate. The maximum height of letters and/or company logos used for identification shall be 1". 10. Damaged wood posts shall be replaced. Splicing wood posts will not be allowed. DURATION OF WORK 1. Work zone durations are defined in Part 6, Section 6G.02 of the Texas Manual on Uniform Traffic Control Devices (TMUTCD). SIGN MOUNTING HEIGHT 1. Sign height of Long-term/Intermediate-term warning signs shall be as shown on Figure 6F-1 of the TMUTCD. a 2. Sign height of Short-term/Short Duration warning signs shall be as D shown on Figure 6F-2 of the TMUTCD. 3. Regulatory signs shall be mounted at least 7 feet, but not more than 9 feet, above the paved surface regardless of work duration. REMOVING OR COVERING `1 1. When sign messages may be confusing or do not apply, the signs shall be removed or completely covered, unless otherwise napproved by the Engineer. 2. When signs are covered, the material used shall be opaque, such n as heavy mil block plastic, or other materials which will cover the entire sign face and maintain their opaque properties under ? automobile headlights at night without damaging the sign sheeting. Burlap, or heavy materials such as plywood or aluminum shall not 2 be used to cover signs. s 3. Duct tape or other adhesive material shall NOT be affixed to a sign face. 4. Signs and anchor stubs shall be removed and holes back filled upon completion of the work. J WORK G20-5aP ZONE 36" x 24" OBEY TRAFFIC WARNING FINES R20-5T SIGNS DOUBLE 36" x 36" STATE LAW WORKERs R20-5cTP R20-3T AREPRESENT 1 36" x 18" 48" x 42" X X a NOTES 1. Project signing as shown shall be in place whenever signal contract work is in progress. 2. For closely adjoining projects, advance signing may not be required in advance of each intersection, but only in advance of the intersections at the project limits. Actual locations will be as directed by the Engineer. 3. Advance signs shall be removed when signal construction operations are no longer under way, as directed by the Engineer. 4. Warning sign spacing shown is typical for both directions. 5. See the Table on sheet 1 of 2 for Typical warning sign spacing. REFLECTIVE SHEETING 1. All signs shall be retroreflective and constructed of sheeting meeting the requirements of the DMS and color usage table shown on this sheet. SIGN SUPPORT WEIGHTS 1. Weights used to keep signs from turning over should be sandbags filled with dry, cohesionless material. 2. The sandbags will be tied shut to keep the sand from spilling and to maintain a constant weight. 3. Rock, concrete, iron, steel or other solid objects will not be permitted for use as sign support weights. 4. Sandbags should weigh a minimum of 35 Ibs and a maximum of 50 lbs. 5. Sandbags shall be made of a durable material that tears upon vehicular impact. Rubber, such as tire inner tubes, shall not be used. 6. Rubber ballasts designed for channelizing devices should not be used for ballast on portable sign supports. Sign supports designed and manufactured with rubber bases may be used when shown on the CWZTCD list. 7. Sandbags shall only be placed along or laid over the base supports of the traffic control device and shall not be suspended above ground level or hung with rope, wire, chains or other fastners. Sandbags shall be placed along the length of the skids to weigh down the sign support. 8. Sandbags shall NOT be placed under the skid and shall not be used to level sign supports placed on slopes. LEGEND -a- Sign m IM Channelizing Devices ® Type 3 Barricade DEPARTMENTAL MATERIAL SPECIFICATIONS SIGN FACE MATERIALS DMS-8300 FLEXIBLE ROLL -UP REFLECTIVE SIGNS DMS-8310 COLOR USAGE SHEETING MATERIAL ORANGE BACKGROUND TYPE BFL OR TYPE CFLSHEETING WHITE BACKGROUND TYPE A SHEETING BLACK LEGEND & BORDERS ACRYLIC NON -REFLECTIVE SHEETING Only pre -qualified products shall be used. A copy of the "Compliant Work Zone Traffic Control Devices List" (CWZTCD) describes pre -qualified products and their sources and may be found at the following web address: http://www.txdot.gov/txdot_library/publications/construction.htm Temporary Traffic Barrier CW20SG-1 L_ 4 See Note 4 below I48 x 48 SIGNAL Work Area WORK I II I I HEAD I J L ��� I I J L I a 10' Min. 4" Min.(See Note 7 below) a II v 4 SIDEWALK DIVERSION b 4 S IDEWALK SIDEWALK SIDEWALK K CLOSED CLOSED SIGNAL CROSS HERE WORK R9-9 R9-1 1 aLHEAD 24" x 12" 24" x 12" CW2CSG-1 48" x 48" a Work Area 4 SIDEWALK DETOUR 4 a �- CW11-2 See Note 8 36" x 36" SIDEWALK CLOSED SIDEWALK CLOSED See Note 6 SIDEWALK AHEAD R9-11aR CLOSED R4.. CROSS HERE cROs� � 24" x 12" 24" x 12" x R9 9 W. 24" x 12" CW1 1 -2 SIGNAL "I IN 36" x 36" WORK AHEAD See Note 6 AHEAD CW16-9P 24" x 12" n CW16-7PL v 24" x 12" Work Area 4 CW20SG 1 48" x 48" a a SIDEWALK CLOSED 24 , 1 x 1 SIGNAL WORK AHEAD CROSSWALK CLOSURES USE OTHER SIDE CW20SG-1 48" x 48" PEDESTRIAN CONTROL 1. Holes, trenches or other hazards shall be adequately protected by covering, delineating or surrounding the hazard with orange plastic pedestrian fencing or longitudinal channelizing devices, or as directed by the Engineer. SHEET 2 0 F 2 2. "CROSSWALK CLOSURES" as detailed above will require the Engineer's approval prior to installation. ® Traffic 3. R9 series signs shown may be placed on supports detailed on the BC standards Operations Division or CWZTCD list, or when fabricated from approved lightweight plastic , Texas Department of Transportation substrates, they may be mounted on top of a plastic drum at or near the Standard location shown. 4. For speeds less than 45 mph longitudinal channelizing devices may be used instead of traffic barriers when approved by the Engineer. Attenuation of TRAFFIC SIGNAL WORK blunt ends and installation of water filled devices shall be as per BC(9) ors. and manufacturer's recommendations. forgeneral 5. Location of devices are for general guidance. Actual device spacing and BARRICADES A N D SIGNS location must be field adjusted to meet actual conditions. 6. Where pedestrians with visual disabilities normally use the closed sidewalk Detectable Pedestrian Barricades should be used instead of the Type 3 Barricades shown. 7. The width of existing sidewalk should be maintained if practical. IA1 7 C] T C S _ `� � _ 1 Z 8. Povement markings for mid -block crosswalks shall be paid for under the �1 L D L I J appropriate bid items. FILE: wzbts-13.dgn DN: TxDOT I CK:TxDOT I DW: TxDOT I CK:TxDOT 9. When crosswalks or other pedestrian facilities are closed or relocated, © TxDOT Apr 11 1992 CONT ISECTI SOD HIGHWAY temporary facilities shall be detectable and shall include accessibility REVISIONS features consistent with the features present in the existing pedestrian 10-99 7-13 DIST facility. 698 COUNTY SHEET NO. 3-03 F,U_ TC C O O •- N 0 L om TC C U 00 3 - O O Z w T' ate• NN- t co, oL aL ' o' ac' ,vE C N' N c BU -: 0pi ox' x�'. d L' .CN v o' TNI n0 0 4, 3: C 3' c L N > 0 '. ' CAa 0 a T' DC' L O O O LO O•rJ Wes' moo, _ X. .0 t, 0 o a, a LJ � E ar•-• U 1C WORK ZONE SHORT TERM PAVEMENT MARKINGS DETAILS WORK ZONE SHORT TERM PAVEMENT MARKINGS PATTERNS �— 20'±6" —1 Type Y-2 DO DOUBLE TABS 4" to 12"L m m m� m NOT DO -1 NO -PASSING T_m m 04 m R4 1 PASS ��' PASS LINE TAPE 4" to 12"L— _� SOL I D �- 20' ±6 Ye ow 4. s' �6"�� — — F m m m m m mmm mmm L I N E S 20'±6" i Yellow Type Y-z SINGLE TABS m Al Type Y z or w NO -PASSING LINE TAPE PASS TABS n or CHANNELIZATION 4 WITH WITH TAPE CARE i LINE zo' 6 �—� 4. s' •6° CARE R4-2 R4 2 \ Yellow or White CENTER LINE & NO -PASSING ZONE BARRIER LINES FOR TWO LANE TWO-WAY HIGHWAYS I ' 40'-1 Type Y-2 or W BROKEN TABS mmm mmm mmm mmm a LINES 4„ �� 1'+3" white a Type w � TAPE � � � mmm 1. m mmm mmm mm: mm>I mr1 mmm (FOR CENTER LINE a a i OR LANE LINE) 40'±l' �-� 4.5'±6" Yellow or White � J C> > 12'±6"� f� 3'±3" Type W mmm mmm mmm mmm mmm mmm mmm mmm S White TABS m m m m� m m m C> /TYPe W\ [� WIDE DOTTED 4„+1 m m m m1' mm IN m mm mm mm A mm m m m m m m m m m� m m m m s ■ ■ ■ ■ ■ ■ s s m m mm m m mm mm mm mm mm A mm m mm m m LINES t 2" ♦ �i% • m mmm- m (FOR LANE DROP LINES) TAPE Wide Dotted Lines \ Wide Dotted Lines 12'±6"� �� Wide Gore Markin s Wide Gore Markin s i 3'±3" White Type W 9 9 TAPE TABS 20'±6° Type w LANE LINES FOR DIVIDED HIGHWAY m TABS m _i „ m m a WIDE GORE m mT4 ±' m m-m mmm mmm mmm mmm mmm mmm m White X� MARKINGS 'z" a Type W a TAPE i 20'±6" 4.5'±6"!! White /- Yellow E Type Y-2 C e Wh i to A c %m( mmm mmm mmm mmm MU MEN mom Type W NOTES: TAPE TABS 1. Short term pavement markings may be prefabricated markings (stick down tape) or temporary flexible- LANE & CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS reflective roadway marker tabs unless otherwise specified elsewhere in plans. 2. Short term pavement markings shall NOT be used to simulate edge lines. 3. Dimensions indicated on this sheet are typical and approximate. Variations in size and height may occur be- a a tween markers or devices made by manufacturers, by as much as 1/4 inch, unless otherwise noted. mmm mmm mmm m11 mmm mmm NET mmm 4. Temporary flexible -reflective roadway marker tabs will require normal maintenance replacement when used on White Type W 9 a roadways with an ADT per lone of up to 7500 vehicles with no more than 10% truck mix. When roadways exceed — m m m m m m m m m m m m m m m these values, additional maintenance replacement of devices should be planned. = mmm mmm mmm mmm mmm mmm mmm mmm 5. No segment of roadway open to traffic shall remain without permanent pavement markings for a period greater Yellow Type Y-2 mmm mmm mmm mmm mmm mmm mmm mmm than 14 calendar days. The Contractor will be responsible for maintaining short term pavement markings until permanent pavement markings are in place. When the Contractor is responsible for placement of permanent m m m m m m m m m m m m m m m pavement markings, no segment of roadway shall remain without permanent pavement markings for a period greater than 14 calendar days unless weather conditions prohibit placement. Permanent pavement markings sha l I � � mmm mmm A III mmm mmm mmm mmm mmm be placed as soon as weather permits. White Type W 6. For two lane, two-way roadways, DO NOT PASS signs shall be erected to mark the beginning of sections where TAPE TWO-WAY LEFT TURN LANE TABS passing is prohibited and PASS WITH CARE signs shall be erected to mark the beginning of sections where - passing is permitted. Signs shall be in accordance with the "Texas Manual on Uniform Traffic Control Devices" D (TMUTCD) and may be used to indicate the limits of no -passing zones for up to 14 calendar days. Permanent Removable pavement markers are used to supplement REMOVABLE pavement markings should then be placed. Raised If raised Short Term ® Traffic Pavement Pavement short term markings, the markers shall be applied to the top Operations 7. For low volume two lone, two-way roadways of 4000 ADT or less, no -passing lines may be omitted when approved Marker Marking (Tape) of the tape at the approximate mid length of the tape. This Division z by the Engineer. DO NOT PASS and PASS WITH CARE signs shall be erected (see note 6). L /zL allows an easier removal of raised markers and tape. , Texas Department of Transportation Standard L n 8. For exit gores where a lone is being dropped place wide gore markings or retroreflective channelizing devices to guide motorist through the exit. If channelizing devices are to be used it should be PREFABRICATED PAVEMENT MARKINGS noted elsewhere in the plans. One piece cones are not allowed for this purpose. 1. Temporary Removable Prefabricated Pavement Markings shall meet the requirements of DMS-8241. WORK ZONE SHORT TERM r o TEMPORARY FLEXIBLE, REFLECTIVE ROADWAY MARKER TABS (TABS) 2. Non -removable Prefabricated Pavement Markings shall meet the requirements of either DMS-8240 PAVEMENT MARKINGS "Permanent Prefabricated Pavement Markings" or DMS-8243 "Temporary Costruction-Grade n 1. Temporary flexible -reflective roadway marker tabs detailed on this sheet will be designated Type Y-2 (two Prefabricated Pavement Markings." amber reflective surfaces with yellow body); Type Y (one amber reflective surface with yellow body); and RAISED PAVEMENT MARKERS Type W (one white or silver reflective surface with white body). Additional details may be found on BC(11). 2 1. All raised pavement markers used for work zone markings shall meet the requirements of 2W Z ( S T P M) - 1 3 . Tabs shall meet requirements of Departmental Material Specification DMS-8242. Item 672, "RAISED PAVEMENT MARKERS" and DMS-4200. s 3. When dry, tabs shall be visible for a m i n i mum distance of 200 feet during normal daylight hours and when FILE: wzstpm-13. dgn DN: Tx DOT CK: TxDOT Dw: TxDOT CK: TxDOT i I luminated by automobile low -beam head light at night, unless sight distance is restricted by roadway DEPARTMENTAL MATERIAL SPECIFICATIONS (DMS) & MATERIAL PRODUCER LISTS (MPL) , © TxDOT April 1992 CONT SECT JOB HIGHWAY geometries. 1. DMSs referenced above can be found along with embedded links to their aEvcsloNs 4. No two consecutive tabs nor four tabs per 1000 feet of line shall be missingor fail to meet the visual respective MPLs at the following website: 1-97 j 3-03 DIST COUNTY SHEET NO. performance requirements of Note 3. http://www.txdot.gov/business/contractors_consultants/material_specifications/default.htm 7-13 1 57 1n TC Co o - N wL om TC + O C U' 00 LL O+' 3 - O O Z w I T' ate• L v ai r>' +d' o' TNI n+• vco'. C 3 L N U) ) ' >o 00 CAL' 7- 0 a' T' DC' L O O o L C O' Ow) U 10- N C IN E> NOTES: 1. Length of Safety Glare screen will be specified elsewhere in the plans. 2. The cumulative nominal length of the modular safety glare screen units shall equal the length of the individual sections of temporary concrete traffic barrier on which they are installed so the joint between barrier sections will not be spanned by any one safety glare screen unit. 3. Screen Panel/blades will be designed such that reflective sheeting conforming with Departmental Material Specification DMS-8300, Sign Face Materials, Type B or C Yellow, minimum size of 2 inches by 12 inches can be attached to the edge of the panel/blade. The sheeting shall be attached to one glare screen panel/blade per section of concrete barrier not to exceed a spacing of 30 feet. Barrier reflectors are not necessary when panel/blades are installed with reflective sheeting as described. 4. Payment for these devices will be under statewide Special Specification "Modular Glare Screens for Headlight Barrier." 5. This detail is only intended to show types of locations where Glare Screens would be appropriate. Required signing and other devices shall be as shown elsewhere in the plans. ,I Centerline BB � o y V BB a C Q Q U N L +) L N 500' Max. - See Notes 2 & 3 �N 1t 1t 1t Opposing Channelizing Opposing Opposing Traffic Devices (See Traffic Traffic Lane Note 5) Lane Lane Divider Divider Divider Concrete Barrier E> E> Work Area BARRIER DELINEATION WITH MODULAR GLARE SCREENS >i< A >'< 0 0 See Notes 2 & 3 Channelizing Devices (See Note 5) VERTICAL PANELS & OPPOSING TRAFFIC LANE DIVIDERS (OTLD) SEPARATING TWO—WAY TRAFFIC ON NORMALLY DIVIDED HIGHWAYS a LEGEND ® Type 3 Barricade • •• • Channelizing Devices iF6 Trailer Mounted Flashing Arrow Board .16 Sign \\\ \ Safety glare screen DEPARTMENTAL MATERIAL SPECIFICATIONS SIGN FACE MATERIALS DMS-8300 DELINEATORS AND OBJECT MARKERS DMS-8600 MODULAR GLARE SCREENS FOR HEADLIGHT BARRIER DMS-8610 Only pre -quo lified products shall be used. A copy of the Compliant Work Zone Traffic Control Devices List" CWZTCD)describes pre -qualified products and their sources and may be found at the following web address: http://www.txdot.gov/business/resources/producer-list.html NOTES: 1. When two-lane, two way traffic control must be maintained on one roadway of a normally divided highway, opposing traffic shall be separated with either temporary traffic barriers, channelizing devices, or a temporary raised island throughout the length of the two way operation. The above Typical Application is intended to show the appropriate application of channelizing devices when they are used for this purpose. This is not a traffic control plan. If this detail is to be used for other types of roads or applications, those locations should be stated elsewhere in the plans. Q2. Space devices according to the Tangent Spacing shown on the Device Spacing table on BC(9) but not exceeding 100'. 3. Every fifth device should be an OTLD except when spaced closer to accommodate an intersection. An OTLD should be the first device on each side of intersecting streets or roads. 4. Locations where surface mount bases with adhesives or self-righting devices will be required in order to maintain them in their proper position should be noted elsewhere in the plans. 5. Channelizing devices are to be vertical panels, 42" cones or tubular markers that are at least 36" tall. Tubular markers used to separate traffic should have a rubber base weighing at least 30 pounds. Tubular markers that are 42" tall or more shall have four bands of reflective material as detailed for 42" cones on BC(10). Tubular markers less than 42" but at least 36" tall shall have three bands of 3" wide white reflective material spaced 2" apart. Reflective material shall meet DMS-8300, Type A. ® Traffic Operations ,Texas Department of Transportation Standon TRAFFIC CONTROL PLAN TYPICAL DETAILS WZ(TD)-17 FILE: wztd-17.dgr DN: Tx DOT CK:TxDOT DW: TxDOT CK:TxDOT (D TxDOT February 1998 CONT SECT JOB HIGHWAY REVISIONS 4-98 2-17 3-03 DIST COUNTY SHEET NO. 7-13 &i R TL N C N 7 wow O U•- ..Co C+� a LOU aw c 3 •- T+ O+- Z•- 0 - 0 - N L L QW.) Q C 0 OU UNE -wo +LD O aOL awa Uq)+ CE— .- » L W ) Q, U)0 N a L 1 DO 0 cod W X L L N O XLC >- 00 �Nw +C0 T3 L N+ vaE 00 0 Q. aCL N0O L 10o a '0.10 COL Ono +XD Nr o Nnw 10 + N u O E 0•- + •-O W m ADC wco H Y u! 0 DEFINITION OF TREATMENT ZONES FOR VARIOUS EDGE CONDITIONS Edge Height (D) in Inches versus Lateral Clearance (Y) in Feet 0 10 20 30ft. Edge Condition I S = (3: 1 ) (or f I atter) S � D Y Warning Device or Traffic Barrier 4" White Edge Line or Edge of Lanes being used for maintenance of traffic. I in, 30 > 24 >5 >2 > 1 v ID 0 10 20 30 ft. Edge Condition II S = ( (2. 99) . 1 ) to ( 1 - 1 ) D FACTORS CONSIDERED IN THE GUIDELINES: 1. The "Edge Condition" is the slope (S) of the drop-off (H:V). The "Edge Height is the depth of the drop-off "D". 2. Distance "X" is to be the maximum practical under job conditions. Two feet minimum for high speed conditions. Distance "Y" is the lateral clearance from edge of travel lane to edge of dropoff. Distance "Z" does not have a minimum. 3. In addition to the factors considered in the guidelines, each construction zone drop-off situation should be analyzed P Y individually, taking into account other variables, such as: traffic mix, posted speed in the construction zone, horizontal curvature, and the practicality of the treatment options. 4. The conditions for indicating the use of positive or protective barriers are given by Zone-5 and Figure-1. Traffic barriers are primarily applicable for high speed conditions. Urban areas with speeds of 30 mph or less may have a lesser need for signing, delineation, and barriers. Right-angled edges, however, with "D" greater than 2 inches and located within a lateral offset of 6 feet, may indicate a higher level of treatment. 5. If the distance "Y" must be less than 3 feet, the use of a positive barrier may not be feasible. In such a case, consider either: 1) narrowing the lanes to a desired 11 to 12 feet or 10 foot minimum (see CW20-8 sign), or 2) provide on edge slope such as Edge Condition I. in, 30 > 24 5 >2 >1 0 10 20 30 ft. Edge Condition III S is steeper than (1:1) S D Zone Treatment Types Guidelines: ONo treatment. 1 OCW 8-11 "Uneven Lanes" signs. 2 CW 8-90 "Shoulder Drop -Off" or CW 8-11 signs plus Q3 vertical panels. O CW 8-9a or CW 8-11, signs plus drums. Where restricted space precludes the use of drums, use vertical panels. An edge fill may be provided to change the edge slope to that of the preferable Edge Condition I. O Check indications (Figure-1) for positive barrier. Where positive barrier is not indicated, the treatment shown above for Zone- 4 may be used after consideration of other applicable factors. Edge Condition Notes: 1. Edge Condition I: Most vehicles are able to traverse an edge condition with a slope rate of (3 to 1) or flatter. The slope must be constructed with a compacted material capable of supporting vehicles. 2. Edge Condition I1: Most vehicles are able to traverse an edge condition with a slope between (2.99 to 1) and (Ito 1) so long as "D" does not exceed 5 inches. Under -carriage drag on most automobiles will occur when "D" exceeds 6 inches. As 'D" exeeds 24 inches, the possibility for rollover is greater in most vehicles. 3. Edge Condition III: When slopes are greater than (1 to 1) and where "D" is greater than 2 inches, a more difficult control factor may exist for some vehicles, if not properly treated. For example, where "D" is greater than 2 inches and up to 24 inches different types of vehicles may experience different steering control at different edge heights. Automobiles might experience more steering control differential when 'D" is greater than 2 inches and up to 5 inches. Trucks, particularily those with high loads, have more steering control differen- tial when "D" is greater than 5 inches and up to 24 inches. When 'D" exceeds 24 inches, the possibility of rollover is greater for most vehicles. 4. Milling or overlay operations that result in Edge Condition III should not be in place without appropriate warning treatments, and these conditions should not be left in place for extended periods of time. FIGURE-1: CONDITIONS INDICATING USE OF POSITIVE BARRIER FOR ZONE 5 ( M) 90,000 80,000 70,000 '\e< L 60,000 `pe e<t d qto{k ��o , °n x `� Leod ego x 50, 000 Qoy G°�c•GJo< x a Ne of v 4-,40,000 ed • on py x` de<o ~ 30,000 ee< toe<y En�e 0 c°� �•\e e°`{ ` spy\ p C 20,000 Oy`x \ -\61 �Q eQ c<o�k�Jyeeox p°xedde\ 1 0, 000 Qoy 0 5 10 15 20 25 ft. Lateral Clearance (Y) 1 E = ADT x T Where ADT is that portion of the average daily traffic volume traveling within 20 feet (generally two adjacent lanes) of the edge dropoff condition; and, T is the dura- tion time in years of the dropoff condition. 2 Figure-1 provides a practical approach to the use of positive barriers for the protection of vehicles from pavement drop-offs. Other factors, Such as the presence of heavy machinery, construction workers, or the mix and volume of traffic may make the use of positive barriers appropriate, even when the edge condition alone may not justify the use of a barrier. 3 An approved end treatment should be provided for any positive barrier end located within a lateral offset of 20 feet from the edge of the travel lane. These guidelines apply to temporary traffic control areas or work zones where continuous pavement edges or drop-offs exists parallel and adjacent to a lane used by traffic. The edge conditions may be present between shoulders and travel lanes, between adjacent or opposing travel lanes, or at intermediate points across the width of the paved surface. Due to the variability in construction operations, tolerances in the variables may be allowed by the engineer. These guidelines do not apply to short term operations. These guidelines do not constitute a rigid standard or policy; rather, they are guidance to be used in conjunction with engineering judgement. These guidelines may be updated on the Design Division's on-line manuals. s Seal \ \ OF \ y.. i +rr LESLIE P. BRUCE 97360 i Ir oF., /CE N SF:O: Cry% �,\� TONAL ENS Date 11/17 L v. >v oZ) N + N 0+ 3 E 0 L o� L 01 n� C — O N U1 O L w 0 r 0 o E x 0 �a TL 10 O v� E 7 N N L 10+ c 4) Y L L T O oc O L T 0 0 0 3 E z 0 a L v U L a0 a) U O 0,0 O L L 0 IL C 0, 0 C+ N N N w- c } 0 Cw w o N C O O 0) N H L w L0 t U T 10L C U) L C O L v > T U N — •- n O N 00 9 td 0 0 + L N N C 3 i n 0 n D t J J 20'- 0" Usual (10'- 0") Half Section (Shown) 30" Connection Trough Half Section 2 �— CL Trough for bolt joint connection 1 1/4 " PVC. Drain Pipe r\-\� V2 Bars (Hole through to drain slot) Steel pipe � V1 Bars required for joint connections — CL 2 8 " H2 Bars I I V1 Bars I I - - - - - - - - - - - - - - - - u - - - - - - - - - - - - -I- - - - - - - - - - - - H1 Bars 30" T 24" Long x 2" Deep NOTE: CONCRETE ON BOTTOM HALF OF PLAN VIEW (2) Required Drain Slots IS REMOVED IN ORDER TO SHOW DETAILS PLAN (TYPE 1) BARRIER SEGMENT V1 Bars Galv. Steel Pipes required for joint connections A - - - - l (SYMMETRICAL ABOUT CENTER LINES) 2" nom. dia. lifting pipes, Steel or Sch.40 PVC, approx. 4'- 0" from each barrier end. I B V1 Bars 12" C-C Max. Half Section - i 20" - - I - - - - - - - - - - Ti- H2 Bars }— Drain 2" max I I T HI Bars 5" 4" 4" '4 /2"' 5" 5" 5" 6- 7" 12" 12" A-1 ELEVATION B �J (TYPE 1) BARRIER SEGMENT (SYMMETRICAL ABOUT CENTER LINES) (WWR) GENERAL NOTES 4,/2„(Typ) 1. Deformed Welded Wire Reinforcement shall conform to ASTM A497. 4/4„ O 2. Welded wire cage may be cut or bent, if necessary, 3 Equal but must be approved by the Engineer. Spaces 10 I/4 12" Lap 9i/2, 20" 13 /2 (T 3. Combinations of reinforcing steel and WWR are yp) permitted, as directed by the Engineer. The —�� dimensions from the end of the barrier section 61/4„ to the first wire shall not exceed 3". 21" 21 REQUIRED (WWR) WIRE DESIGN SECTION A -A SECTION B-B 8 - (D31) Horizontal Wires (Equally spaced) 10 - (D20) Horizontal Wires (Equally spaced) 29 - (D20) Vertical Wires (Spaced as shown in Elevation View) WELDED WIRE REINFORCEMENT (WWR)- OPTIONAL REINFORCING 41" 6" Dia. Bending Pin H2 Bars 22 '/2" Cover 4'/a- 3 Equal Spaces 9 '/2" 6 /4 " 4 '/2 ' �(T� r 12" 13 '/p " 10 1/4" 21 5" 21" (Typ) r►l 1 3 �/I Z REINFORCING STEEL DETAILS Note: Use 2" Dia. Bending Pin, TYPE 1 - BARRIER SEGMENT unless otherwise shown 4" 1 '/2 " Steel for Connection Nom. D i a. Pipe required Bolts 10" 10" r + 3 /2„ 7" 4" V2 Bar Cover FOR CONTRACTORS INFORMATION ONLY (TYPE 1) APPROX. QUANTITIES 20 FT. SECTION CONCRETE I CY 2.6 REINFORCING STEEL I LBS 330 TOTAL BARRIER WT. I LBS 11000 26" 1 1/4" dia. x 26" rods 4" 4" Min. 4" threads Hex Nut Grade 5�� Flat Hardened Washer X(2) CONNECTION BOLTS (2) Plate Washer ASTM A36 5" x 10" x 3/8" Note: Rods, Hex nuts and Washers shall be Galvanized. 9 112" -� H2 Bars 2" Cover Trough for joint connections Lifting Pipe 28" 3 Y4 4 1/4 2 COVER 10 7 ' H1 BARS 2„ 20" COVER 5" 3 7/Z1 COVER V1 BAR 26" GENERAL NOTES 1. Low Profile Concrete Barrier (LPCB), 1s approved for use in temporary work zone locations, where the posted speed is 45 mph, or less. 2. Concrete shall be Class H for precast barrier with a minimum compressive strength of 3,600 psi. 3. Where used, rebor reinforcement shall be Grade 60 and conform to ASTM A615. 4. Precast LPCB barrier length shall be 20 ft. 5. All barrier edges shall have %4" chamfer or a tooled radius. 6. Joint connection hardware shall be in accordance with Item 449, "Anchor Bolts." and is considered subsidiary. 7. Steel pipe required for joint connection bolts shall be galvanized in accordance with Item 445,"Galvanizing." 8. Welded wire reinforcement (WWR) may be used in lieu of conventional reinforcement for Type 1 barrier, and shall meet the requirements shown. SHEET 1 OF 2 C 7 o � L L O w N Ul x0 TL 10 O v0 E 7 N N L DC U _v Y L T O C U O C w •- 00 0 0 3 E z 0 w L t c a00 U O _t 0,0 O L L o a C 0,o C+ L N � N C L 0 C w o N C O O x •- N N �0 L o t U T C O c 0 L v > T O t O._ N - O N 0 0 9C N O 0 t L N O N C 3 r n 0 7 n 7 L J J 20'- 0" 5'- 0" 7 at 24" Spacing C-C 1 /4" Dia. Steel Anchoring Pipes Drain Hole — — — — — — — — — — { — — — — — —1­4 — -4 — — — — — — N N I I I I I 0 I I I I 1 1 I O I I I I O 30" to Drain Slot 2" nom, dia. lifting pipes, Identical to LPCB (Type 1) Steel or Sch.40 PVC, approx. 4'- 0" from (Type 2) barrier end. ( See General Note 6) PLAN (TYPE 2) END TERMINAL H3 Bar V1 Bars H1 Bars V1 Bars V2 Bars I I �e r�B a `Ba TBa /-Bar H2 Bars rain Slot 5" 4" 4" 41/2' 5 5 5 6 7 7" 61/2 1 2" VARIES (Typ) (SEE X HART) 4 1/2'112 � �4 �/2„ Approx. 23 1/2" 28" ,-III O VI � O II I — — — — — — — — — — — Q 2" nom. dia. lifting pipes, 26 Steel or Sch.40 PVC, approx. 5'- 9" from (Type 2) barrier end. (see General Note 6) APPROACH VIEW VS V9 BarBar Bao Bar Bar Bar 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" ELEVATION (TYPE 2) END TERMINAL Y 22 1/2 " a 1 3 1/2 x �U a �w C N 21 V3-V14 Bars (6)-V2 Bars 41" m 21' BAR(#4) X (IN.) Y (IN.) V3 BAR 20 1/4 14 1/2 V4 BAR 19 %2 13 1/2 V5 BAR 18 1/2 12 1/4 V6 BAR 17 %2 11 1/4 V7 BAR 17 10 y4 V8 BAR 16 1/4 9 V9 BAR 15 1/2 8 V10 BARI 14 1/2 7 V11 BARI 13 3/4 6 Note: Use 2" Dia. Bending Pin, unless otherwise shown 5 w (Typ) o 0 m N i Io x 13 1/2 " J, (5)-V1 Bors (4)-H2 Bars (#5) Bars REINFORCING STEEL DETAILS TYPE 2 - END TERMINAL lb 9" 4'- 10" Approx. bending point 4'- 10" Approx. bending point Note: Bends on H1 and H3 bars are slight and do not require formal bends. (#5) Bar (4)—H1 Bars (#5) Bar 3 /4 1� '/2 " 1 2 Y4 „ u Note: Anchoring pipes not shown in Elevation View TYPE 2 - NOTES 1. Welded wire reinforcment (WWR) is "not" an option for Type 2 Barrier. 2. Type 2 Barrier shall be used as an end treatment V14 for the Type 1 barrier segments, when applicable. Bar 3. The end treatment can be used without the anchor pins in locations that can accommodate approximately 4 ft. 2" Min. of lateral displacement of the end treatment.The use of Cover non -pinned end treatment does not affect the performance :14 " or the deflection of the Low -Profile barrier system. 4. The anchor pins are all the some length and are to be driven flush with the top of the (Type 2) barrier VV15 �V16 surface. 5. The bends in the H3 and H1 bars are slight, no Bar Bar formal bend is necessary. 6. The Type 2 barrier segment must be lifted from the rear first, to prevent cracking of sloped section. 7. See LPCB sheet 1 for additional information. 1, o %n", V 15 Bar � AA 1 1/4" dia. (Typ) � 3" Dia. U55 Washer <Weldwasher to 1 1/4" Steel Pin Section A -A 30" (Head of Anchoring Pin) 1 I/4" dia, x 26" rods 4" Min. 4" threads (4) 1 I �� Hex Nut Grade 5 26" 4" 5 " 2 1/4 10" 5 101, (4) 1 II II 1/4 I � Flat HardenedX(2) „ 2 1/4 Washer CONNECTION BOLTS PLATE WASHER V16 Bar (7) Anchor Pins (See Note 3) ASTM A36 Steel (2) Plate Washer 5" x 10" x 3/8" Note: ASTM A36 5" x 10" x Rods, Hex nuts and Washers shall be Galvanized. Note: All V Bars are (#4) FOR CONTRACTORS INFORMATION ONLY (TYPE 2) APPROX. QUANTITIES 20 FT. SECTION CONCRETE I CY 1.65 REINFORCING STEEL LBS 240 TOTAL BARRIER WT. LBS 7000 SHEET 2 OF 2 0 ALTERNATE #4 BASE BID ELIM EXT PAV MIRK & MRKS (24") (51 LF) ELIM EXT PAV MIRK & MRKS (12")� (175 LF) REMOVE CONCRETE CURB AND GUTTER (78 LF)� REMOVE CONCRETE SIDEWALK (46 SY)� REMOVE CONCRETE o PAVEMENT (356 SY)� 0 EXIST ROW REMOVE STIR — — — —A ------------------------------ (INLET) (1 EA)--- t 1 REMOVE CONCRETE 0 a (MISC) (60 SY) T EXIST ROW REMOVE ASPHALT AND BASE (1,553 SY) SEE NOTE #6 THIS SHEET REMOVE STIR (PIPE) (87 LF)� REMOVE CONCRETE (MISC) (60 SY)� REMOVE STIR (INLET) (1 EA) REMOVE CONCRETE - SIDEWALK (53 SY) REMOVE CONCRETE CURB - AND GUTTER (86 LF) NOTES: 1. SEE EXISTING UTILITY LAYOUT SHEETS FOR UTLITY CONTACTS, LOCATIONS AND GENERAL INFORMATION. 2. SIGNS IDENTIFIED FOR REMOVAL TO BE STORED AT AN APPROVED AND SECURE SITE UNTIL REINSTALLED OR TRANSFERRED TO THE CITY OF LUBBOCK. CONTACT LUIS CARRILLO AT 806-775-2140. 3. TREE REMOVAL SHALL BE SUBSIDIARY TO PREP ROW. 4. REMOVAL OF SIDEWALK RAMPS ARE INCLUDED WITH SIDEWALK REMOVAL QUANTITIES. 5. EXISTING STREET SIGNS TO BE REMOVED AND REINSTALLED ON NEW LOCATIONS OF SIGNS WHERE SHOWN IN THE PLANS. 6. THE MILLINGS SHOULD BE DELIVERED TO 8425 NORTH AVENUE D. I ------------------------------ —xJ REMOVE CONCRETE x (DRIVEWAYS) (28 SY) XLS �0 III I I� I I III I II ¢ II I 0 I III I II W I REMOVE CONCRETE CURB EXISTING MAILBOX TO BE RELOCATED al II p — III AND GUTTER (137 LF) x BY OTHERS _— — — III II II cJn III I II REMOVE CONCRETE REMOVE STIR l SIDEWALK (87 SYSTIR(SMALL FENCE) (70 LF) i REMOVE CONCRETE PAVEMENT (373 SY) i L -x _ L�6� -------------- PROP ROW<, 1 EXIST ROW ---------------- ------- -- - --- + x_—x__ x-- — __Z __---X—x= x= x- _ �x =x_—x—x—x—x—x—x—x—x= x= N N W Z i I /I 15,00 110 10.00 REMOVE CONCRETE CURB AND GUTTER (88 LF) EXIST ROW — — — — — — — — — — — — — — — — — DRAINAGE EASEMEN II REMOVE CONCRETE REMOVE ASHPALT li SIDEWALK (54 SY) AND BASE (2,600 SY) ELIM EXT PAV SEE NOTE #6 THIS SHEET I0 MIRK & MRKS (12") (173 LF) lid ELIM EXT PAV MIRK & MRKS (24") Iw (50 LF) LEGEND REMOVE ASPHALT REMOVE CONCRETE TREE REMOVAL I I I I I I REMOVE ASPHALT I I I AND BASE (5 197 SY) ' -oE --_--------1 — — — — ' — SEE NOTE tt6 THIS SHEET o x x x x—x—x =X=x---"-- '—`--oEX�- — °E---------------- � o of _ — _ — Q N I � a I I H i N i=�cT—_"._=�--1.+--cs=—sa=--cs=—ss �=—ss —_�_��=_m=—�L_m--1s �--._c,_—T�=—__�--�—_--•� ® I 0 ..� ® "as—�-�. ".-- _—__—_ —__—_ N1-————E————EXIST ROW i ALL *FENCVE E) (28 (28MLF) i i REMOVE STIR I — — — -----—-- — -- — -- (SET) (1 EA) _ - -- r- - - - I- T - - - - - REMOVE CONCRETE CURB I I REMOVE CONCRETE AND GUTTER (48 LF) (FLUME) (214 SY) I I I REMOVE CONCRETE PAVEMENT (42 SY) I I I I I I I I 20,00 LLJ J AL- ww, — — T — —c, —�_ cs — —c,_ —_�5— — — — — — _ — r — U T —o— —EXIT ROW REMOVE SM RD SIN SUP&AM (1 EA) — REMOVE STIR (SMALL FENCE) (28 LF) -- ----- I� REMOVE CONCRETE CURB III III AND GUTTER (48 LF) REMOVE CONCRETE (FLUME) (143 SY) REMOVE STIR (BOX h l al CULVERT) (56 LF) I I �� II> III III —__—__—__—__I I I I I I I 0 50 100 ❑ 8 W" z WW= L cn O 0 Q T i i z o �z �Pi g z � F ■`E a �.F ZE OF T \\\ F LESLIE P �.. BRU_CE j 97360 !! 0�.(/CE N 1l/17/2021 W W L>u >O < ^W O u ~ w �Y U Z C3 0 acl w W ` �� LLI w o U)U f 0 z N J F 0- c/) J o \Q U W O of 2 Lu z w m m i d ..i U 62 SHEET 1 OF 3 I I I I I I I I I I I I I I I I REMOVE ASPHALT AND BASE (5,489 SY) SEE NOTE #6 THIS SHEET O i \ + EXIST ROW — ce-------�-- �-€r--ar ------ or-----. o -- —-- —.. V o 7 N `F Q REMOVE STIR (SMALL N i FENCE) (28 LF) mn my m m •• m m m •VE STIR w / REMOVE CONCRETE CURB AND GUTTER (861 LF) I -- — -- — -- — -- — -- — -- — -- — � — - - — -I— — — T-—--—--—-- — -- — I REMOVE CONCREREMOVE CONCRETE CURB I' II w r 11 I r (FLUME) (126 SY") � AND GUTTER (34 LF) I�I II o II II � II I'I II Ih �I w II Ij I REMOVE CONCRETE I� PAVEMENT (134 SY) x NOTES: I I I 1. SEE EXISTING UTILITY LAYOUT SHEETS FOR UTLITY CONTACTS, LOCATIONS AND GENERAL INFORMATION. 2. SIGNS IDENTIFIED FOR REMOVAL TO BE STORED AT AN APPROVED AND SECURE SITE UNTIL REINSTALLED OR TRANSFERRED TO THE CITY OF LUBBOCK. CONTACT LUIS CARRILLO AT 806-775-2140. 3. TREE REMOVAL SHALL BE SUBSIDIARY TO PREP ROW. 4. REMOVAL OF SIDEWALK RAMPS ARE INCLUDED WITH SIDEWALK REMOVAL QUANTITIES. 5. EXISTING STREET SIGNS TO BE REMOVED AND REINSTALLED ON NEW LOCATIONS OF SIGNS WHERE SHOWN IN THE PLANS. 6. THE MILLINGS SHOULD BE DELIVERED TO 8425 NORTH AVENUE D. I II REMOVE ASPHALT I AND BASE (10 THIS SEE NOTE #6 THIS SHEET I (SET) (1 EA) - REMOVE CONCRETE - SIDEWALK (12 SY) REMOVE STIR (SMALL FENCE) (28 LF) . 30+00 I REMOVE ASHPALT AND BASE (81 SY) I I SEE NOTE #6 THIS SHEET REMOVE CONCRETE REMOVE CONCRETE SIDEWALK (242 SY) I PAVEMENT (44 SY) I I REMOVE SM RD \ SIN SUP&AM I I I (1 EA) 35.00 REMOVE STIR �> T oOW (SET) � EA) REMOVE CONCRETE _ AND GUTTER (200 LF)- -- 1 REMOVE CONCRETE - - - ❑8 N W" I �a� ' L 00 III Y j 1111 � O Illy w "' Z' I II 0 a III how 0 50 100 F + M a V) S W z J SIDEWALK (168 SY) REMOVE STIR -- ---- - (BOX -.------------.------------------------- `-- ---- I ( REMOVE STSET) (1 EA) / R REMOVE CONCRETE CURB REMOVE CONCRETE / L_ CULVERT) (35 LF) AND GUTTER (34 LF) (FLUME) (150 SY) I FREMOVE CONCRETE / PAVEMENT (135 SY)- REMOVE SIR (BOX I REMOVE CONCRETE CURB CULVERT) (80 LF) / :AND GUTTER (50 LF) LEGEND ' ANU CAJt l9L JT) II III I I SEE NOTE #6 THIS SHEET I I REMOVE ASPHALT REMOVE CONCRETE TREE REMOVAL REMOVE ASPHALT AND BASE (61 SY) SEE NOTE #6 THIS SHEET KLMUVL UUNUKLIL PAVEMENT (168 SY) �.F ZE OF T \\\ F �.LESLIE P. BRUCE j !1 �. 97360 ; W� 11/17/2021 Lu W L1.h >O Q ww IL — Q U Z 0 a0 W Lu ` �� Lu LlJ 0 U) U I m � d REMOVE STIR(BOX d z CULVERT) (37 LF) F REMOVE CONCRETE I\ o 0 0 SIDEWALK (163 SY) I I \ 63 SHEET 2 OF 3 0 0 00 v a N LEI Z J 2 U a I—--_11ILI I I REMOVE ASPHALT ' AND BASE (27 SY)I SEE NOTE *6 THIS,SHEET -REMOVE CONCRETE CURB AND GUTTER (46 LF); REMOVE CONCRETE PAVEMENT (28 SY) EXIST ROW -E- --------------- 50.00, EXIST ROW REMOVE ASPHALT AND BASE (6,085 SY) SEE NOTE #6 THIS SHEET NOTES: 1. SEE EXISTING UTILITY LAYOUT SHEETS FOR UTLITY CONTACTS, LOCATIONS AND GENERAL INFORMATION. 2. SIGNS IDENTIFIED FOR REMOVAL TO BE STORED AT AN APPROVED AND SECURE SITE UNTIL REINSTALLED OR TRANSFERRED TO THE CITY OF LUBBOCK. CONTACT LUIS CARRILLO AT 806-775-2140. 3. TREE REMOVAL SHALL BE SUBSIDIARY TO PREP ROW. 4. REMOVAL OF SIDEWALK RAMPS ARE INCLUDED WITH SIDEWALK REMOVAL QUANTITIES. 5. EXISTING STREET SIGNS TO BE REMOVED AND REINSTALLED ON NEW LOCATIONS OF SIGNS WHERE SHOWN IN THE PLANS. 6. THE MILLINGS SHOULD BE DELIVERED TO 8425 NORTH AVENUE D. ❑8 W" N �H II a j I U I L ❑° I� I i M �z m EXIST ROW 0 50 100 o n o o a o w „I 55.00 I I � ——_ �XT57tOW=-= -- ELIM EXT PAV MRK & MRKS (24") I 1°� II ptF of TF�i (88 L F ) Io � i.f •. t�i �.LESLIE ........... BRUCE I �1 97360 ;W i ON 11/1 2021 LEGEND REMOVE ASPHALT REMOVE CONCRETE TREE REMOVAL W W LV >O Q w a-Y — Q U Z 0 0-0 ` LU LU w o U) U) v Z 0 E� J o 0 a J Z W C) O 0 C + G 00 LLI Q N n M 00 3 m O L� I SHEET 3 OF 3 Chain RDCL_114 contains: 1 2 3 4 Beginning chain RDCL=114- description -------------------------------- ----- --- -------------------------------- Point 1 N 7,242,277.7078 E 924,867.0378 Sta Course from 1 to 2 S 88° 43' 21.32" E Dist 467.1648 Point 2 N 7,242,267.2932 E 925,334.0865 Sto Course from 2 to 3 S 88° 13' 54.50" E Dist 5,297.4987 VICKSBURG AVENUE Chain H_VIX_CL contains: 214 215 Beginning -chain -H-VIX-CL- description --------------- ----- --- _--- 1+00.00 Point 214 N 7,242,101.9955 E 926,700.5283 Sta 1+00.00 Course from 214 to 215 N 1° 46' 05.49" E Dist 123.0562 5+67.16 Point 215 N 7,242,224.9931 E 926,704.3253 Sto 2+23.06 ------------------------------------------------------------------------------- Ending chain H_VIX_CL description Point 3 N 7,242,103.8340 E 930v629.0627 Sto 58+64.66 Course from 3 to 4 S 88° 17' 03.82" E Dist 624.4221 Point 4 N 7,242,085.1398 E 931,253.2049 Sto 64+89.09 ------------------------------------------------------------------------------- Ending chain RDCL_114 description Chain H_DRV1 contains: DRV101 DRV102 Beginning -chain -H_DRV1- description --------------------------------------------- Point DRV101 N 7,242,140.5437 E 925,713.3613 Sta Course from DRV101 to DRV102 N 1° 46' 05.50" E Dist 114.9863 Point DRV102 N 7,242,255.4752 E 9259716.9093 Sta UXBRIDGE AVENUE Uhaln H_UXtl_CL contains: 216 217 Beginning chain H_UXB_CL description 0+10.00 Point 216 N 7,242,055.5457 E 927,569.7491 Sto Course from 216 to 217 N 1° 46' 05.49" E Dist 142.6632 1+24.99 Point 217 N 7,242,198.1410 E 927,574.1511 Sto ------------------------------------------------------------------------------- Ending chain H_DRV1 description Chain H_DRV2 contains: DRV201 DRV202 Beginning chain H_DRV2 description -------------------------------- Point DRV201 N 7,242,133.1074 E 925,954.2465 Sta 0+10.00 Course from DRV201 to DRV202 N 1° 46' 05.50" E Dist 114.9863 Point DRV202 N 7,242,248.0389 E 925,957.7945 Sta 1+24.99 ------------------------------------------------------------------------------- Ending chain H_DRV2 description Ending chain H_UXB_CL description NORTH TOPEKA AVENUE Chain H_NTOPE_CL contains: 219 220 Beginning chain H_NTOPE_CL description 1,00.00 2+42.66 Point 219 N 7,242,174.0508 E 928,354.5137 Sto 1+00.00 Course from 219 to 220 N 1° 46' 05.50" E Dist 94.8682 Point 220 N 7,242,268.8738 E 928,357.4409 Sto 1+94.87 ------------------------------------------------------------------------------- Ending chain H_NTOPE_CL description ZOF �.E T \\\ F !j �.LLI ESE P. BRU_CE97360 i 11/17/2021 LULU x � W ^ W ° ~ o¢ re a-Y U =u' z a0 LUo ` LU o U)U v J Z w O Z Q 0�(D0 OJ = Q N n M 00 3 m O 65 SHEET 1OF2 ❑8 WZLU SOUTH TOPEKA AVENUE SAVANNAH AVENUE w Chain H_STOPE_CL contains: Chain H_SAV_CL contains: ¢ ' CUR H_STOPE_CL_1 218 223 224 L O 0 V O /na Beginning chain H=STOPE=CL Beginning description T o y z -description --- ----- ----- ----- ----- ---- - -chain -H=SAV=CL- --- ----- ----- ---- -- o Curve *__________* Data Point 223 N 7,242,026.2905 E 928,933.8495 Sto 1.00.00 Curve H_STOPE_CL_1 Course from 223 to 224 N 1° 47' 25.64" E Dist 129.8140 P.I. Station Delta = 1+33.33 N 9° 13' 48.29" (LT) 77242,077.2327 E 928,350.6428 Point 224 N 7,242,156.0411 E 928,937.9054 Sto 2+29.81 a _ Degree = 55° 57' 1 5. 98" - Tangent = 8.27 =______________________________________________________________________________ Y Length = 16.50 Ending chain H_SAV_CL description Radius = 102.40 External = 0.33 8 Long Chord = 16.48 Mid. Ord. = 0.33 P.C. Station 1+25.06 N 7,242,069.1497 E 928,348.9146 P.T. Station 1+41.56 N 77242,085.4883 E 928,351.0521 C.C. N 7,242,090.5592 E 928,248.7806 Back = N 12' 04' 07.12" E Ahead = N 2° 50' 18.83" E Chord Bear = N 7' 27' 12.98" E Course from PT H_STOPE_CL_1 to 218 N 1° 46' 05.50" E Dist 88.6271 ZE OF T \\ Point 218 N 7,242,174.0732 E 9289 353. 7868 Sta 2+30. 19 1 ------------------------------------------------------------------------------- LESL.... BRUCE 1 ------------------------------------------------------------------------------- Ending chain H_STOPE_CL description Ij ��.. 97360 ;W i 11o�s!cENs�°G1�r� 11/17/2021 TRAFALGAR AVENUE Chain H_TRAF_CL contains: 221 222 Beginning chain H TRAF CL description Point 221 N 7,242,038.1820 E 928,613.1668 Sto Course from 221 to 222 N 1° 46' 05.50" E Dist 127.8231 Point 222 N 7,242,165.9442 E 928,617.1109 Sto Ending chain H_TRAF_CL description RICHMOND AVENUE Chain H_RICH_CL contains: 225 226 Beginning -chain -H=RICH-CL description --- ----- ---- --- --- --- 1+00.00 Point 225 N 7, 242, 136. 8479 E 929,559.6356 Sto Course from 225 to 226 N 1° 46' 05.50" E Dist 95.7070 2+27.82 Point 226 N 7,242,232.5093 E 929,562.5887 Sto Ending chain H_RICH_CL description 1 +00. 00 1 +95. 71 LULU W Q �++ 0 F EC w a-Y —Q U Z 0 0_ o ` �� LU LU LlJ 0 U) U .J Z W ON Z Q EE(D0 OJ =Q N n M 00 3 m O W. SHEET 2OF2 ALTERNATE #4 BASE BID STA 6+10.21 BEGIN PROJECT SAWCUT AND MATCH EXISTING BEGIN CONCRETE PAVEMENT STA 0+60.70, 13.1' LT & 13.1 RT STA 5+23.59, 7' LT Q II BEGIN ALTERNATE -4 END ALTERNATE III o BEGIN ASPHALT PAVEMENT TRANSITION NT END CONCRETE PAVEMENT 1°IIII MATCH EXISTING III IIII 'x STA 2+60.69 PROP CURB RAMP 03:1 �j III 50.0' LT STA 4+70.73 III �w STA 2+60.69 50. 0' LT INLET N03A F, �I jl J N it I 31.5' LT (LIP) . x,lll II END ASPHALT INLET NO. 2A Lu I'Il I' 1 PAVEMENT TRANSITION BEGIN CURB AND GUTTER INLET NO. 1A PROP CURB Ike-�db_Q III Q-Q o AND GUTTER � q4\ o O EXIST ROW SIDEWALK --- - -- -- - -- -- -A STA 2+60.69 7. 0' LT�- 0 - - - ~ -- --- -- - -- --- ♦ --- - --�---Q�----_-_ - - v --r-'•--3 '�'"- STA - 6+50.49--- _--- - . - EXISTf -W�W - -p PROP CURB AND GUTTER `- - m--^-- .. STA 4.72. 50, 7. 0' LT 4� Q Q STA 2,60.69, 31.5' LT (LIP) END ASPHALT PAVEMENT END ASPHALT PAVEMENT CULVERT NO. 10 �II-..- ....... TRANSITION BEGIN CONCRETE INLET NO. 4A CI11----' PAVEMENT BEGIN CURB AND GUTTER PROP CURB RAMP STA 6+62.79 0 7. 0' RT & 31 . 5' RT II a O BEGIN CONCRETE PAVEMENTII 'r MATCH EXISTINGII LJ I � �Io x; W I jl I hl N GENERAL NOTES 1. EXISTING UTILITIES SHOWN FOR INFORMATION PURPOSES ONLY. CONTRACTOR SHOULD FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. 2. FOR UTILITY OWNER INFORMATION, SEE UTILITY LAYOUT SHEETS. STA 8-73.30, 44' LT BEGIN CONCRETE INLET NO. 1 PAVEMENT TRANSITION PROP CURB RAMP CULVERT N0. 9 SEE SLIDE ROAD INTERSECTION LAYOUT SHEET STA 6-64.09, 55.0' LT --PROP 10' SIDEWALK I I -PROP CURB AND GUTTER I� STA 9+90.19 IT 55.0' LT � pCURB Ii RAMP PROP ROW N I 'I STA 10+73.30, 33' LT END CONCRETE PAVEMENT TRANSITION BEGIN ASPHALT - PAVEMENT / SEE DRIVEWAY NO.I (n / LAYOUT SHEET MAILBOX INSTALL-S (RR -POST) TY 4 HORIZONTAL: I PROP CURB -RAMP O 0 50 100 N --_--------- EXIST ROW o w Q- - - ---IT-S-T-R N gl_1T - 1 1 4TH ST--- _STATi -• _. _._._ i,\; w -♦ - N STA 9+50. 17 M c - - -`' n PROP 10' SIDEWALK I EXIST ROW --- - Z - - - _ =PROP CURB RAMPS - - - - PROP CURB AND GUTTER PROP CURB RAMPS DRNG ESM PROP CONC 2-PIPE (PVC) DRAINAGE CHANNEL (SCH 40) (4 IN) PROP CONC RIPRAP 280 LF STA 6-81.25, 80.0' RT SEE DRIVEWAY IN. 8 BEGIN CONC LAYOUT SHEET DRAINAGE CHANNEL STA 12-27.03, 105.0'RT I PROP CURB RAMP SEE DRIVEWAY NO. 7 LAYOUT SHEET STA 6+37.18, 105.0' RT 5 ALL STATION AND OFFSETS ARE 2 PIPE (PVC) (SCH 40) FROM THE FACE OF CURB (4 IN) - 280 LF 3. SEE INTERSECTION AND DRIVEWAY LAYOUT SHEETS FOR ADDITIONAL INFORMATION. UNLESS OTHERWISE INDICATED ON THE PLANS. 4. CONTRACTOR TO TAKE PRECAUTIONS TO PRESERVE EXISTING 6. SEE MEDIAN DETAILS FOR MORE INFORMATION. CONCRETE ELEMENTS AND EXISTING FENCE TO REMAIN. ANY DAMAGE WILL BE CONTRACTOR'S RESPONSIBILITY. ♦ � VERTICAL: 1m N 0 5 10 w - Z ♦ J ALTERNATE #4 BASE BID PROFILE LEGEND m i MATCH'EXISTING PVMT - X154THRSSTNPGLT ;� m ro o SLIDE ROAD TA 6+10.21 - - - - - ROP LT GUTTER 3l265.......... .........................:o.� .....;..................;... oo .. ..: .... - 3,265 n TA 5+67 16 PROP DRAINAGE CHANNEL M (n C EXIrSTING GROUND• N J d J 3l260..M......:3,260 ............................ �............................. > w ...........:...v�i...:. F n -- ..... ... Nn O ..... ....... +i (+) 0. 00 % N .N.. .N I GROUN ^ n EXIST NG D + �( ( )0.24 % -- -�( �( )1:10 % + I + a J AT m N 3 255 N - - - - - .PROP RT GUTTER a 114TH ST PGL ...e.... .... .�......,.. ... '-)�:f.0:%.'. ( )0 ........... ...... ..( .• .7�.� ... _....... ....... ---- w......... ................... ................. .. ..... T. MATCH EXISTING o cam_ N in �� PVMT STA 5t23.29 in !�� CONC bi N (n(n (+)0.00 % Mo o ;(-) ). 7$'� Z=8b-:%- RAINAGE CHANNEL u,)Ln 3l250. k.*..... VN Ln (.`)0 80_% - __(_). -a..-� =�-ti - - 4-4aO -45 % 3t250.. J� hr� (, )t'' 069 �(-)0.34; % (-)0.45 .:. F y r - �.� _ N O +i +i Ln ( - w M Lo w 'n J� PROP LT GUTTER ,w o in w (n (n C.- JJ 0. 6 3 245 ?M N �M N n N �� nLn (-)0.,50% ...l ............:........:.................:........Ly.. M......�.v.. ..�. . Q N................ .. ...... ..... .. .. .. .. .. .. ..... ...... .... .t.... _ Q .........:........... N Q :.. .. .w.. 3 245 EL J> W J> W> W J> W N W o W C N • d' ; M 00 N IrO N O M• !.� M N H co 1f1' H co (n ' W M M O M 6) r .. r 3 240 r ~ r N � ro N w m Ln O m w v 240 ...t............:........:........:..'-'-'- -'----........................ ------ ------ - -- .....V :..NJ.- " -' .'a, ri w..((w... .....v-.......:.....r u..3,240 zo W _ .. M O O' J r O) _ _ _ d n __ - _ O� (n Q > J + J> W K> W •Hd J a n �,_, M .. M !� M 'Q M � N LJ,JN N .J> W >J Hd J d.n .. n ;Hn- J ^'n a:Z^ H.H W _> w >> W> W d J HRH ujw Q •• M H.H > W HRH 2 O_ J U U Go M . i 230 ... .... ......y$1:...... .....1`�1;. ...4­ ---...NO:..Q------ ------ rtO�..�...... pv. Q...... .....-----..�.....[VaP,Or-(fT... �......tDM.Nr-N... �....... Dto:-N a ---- ;------ (T-O.ao--(•)........... v- nv-r----E-----Inr;_ Ln---- -- ----- M In. O rs). V coN Ln a0, N N N O r _.V c) M Ln 10.a0 Lfl M r ao.0 M 6) N.N r a0 N OD.CO N on t9 r •• Ln. •• r- t0 t0. f- t0 (n, c9 t0 c9 c9 Ln v M•M Q m N �.� M oo O•^ N r O O.O LO O m.m LO O m a, O (n N ; ; Ln N v) v): o in v): Ln Ln Ln �n-Ln �() V � (n:Ln Ln V Lo (nM Ln V Lo L Tin Ln V in V 7 V in V V V N NNE N NNE N N N N N NN•NNN NN•NNN NN•NNN NN•NNN NN•NNN NNNNN 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 LEGEND CONCRETE ASPHALT ❑ 8 W" z Lu L 0 O = cn � z o Pi glz W z N F „< ■\E a LuLu x � W ^ W ~ ° oQ N re LL IL - Q U Z 0 a0 W ` �� w Lu Lu W _j U) N F- Waft 0 B 0 W z 0 Q 1J_ 0 Li ~ zp U Q w J 0 a Z_ Cu W co W z3 z z 67 SHEET 1 OF 5 0 PROP CURB RAMP N -_ N - wr� —-- —,--- ------ --- 7. 2 _ !ES - --T SEE DRIVEWAY NO. 2 LAYOUT SHEET PROP CURB AND GUTTER PROP -CURB RAMP-� -- a PROP ¢10'-SIDEWALK I I I I I I I I C 114TH ST I STA 19.38.06 I SEE VICKSBURG AVENUE INTERSECTION LAYOUT SHEET ---T w — -1fi4-T-H- ST>'RE—E-T --- — --- - -.o 20'0 N —_-14,.\--- _—_—_—_ ter _—_—_—_—_—_—_ _---- -1- DRN-G ESMT- --- PROP 10' SIDEWALK _ -_ _--- GENERAL NOTES I 1. EXISTING UTILITIES SHOWN FOR INFORMATION PURPOSES ONLY. CONTRACTOR SHOULD FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. 2. FOR UTILITY OWNER INFORMATION, SEE UTILITY LAYOUT SHEETS. PROP CURB RAMP _-------------- SAWTOOTH CURB_- - - -- - - -- - ---- STA 18+72.97--- - 33' If -PROP CONC PROP DRAINAGE FLUME DRAINAGE CHANNEL PROP CURB RAMPS / PIPE (PVC) (SCH 40) (4 IN) J 140 LF� PROP CURB AND GUTTER PROP CONC I I PROP SET / HORIZONTAL: 0 50 100 --- I - -- a EXIST ROV" N M VERTICAL: -- " O- 4- N 0 5 10 --------�---r o 3F w . .... - Z M - J -4-EXIST �ROW- iT �I _ j - —_ — — —- __ __ =_ =_ =_ PROP CURBI RAMP DRNG ESMT -------- -- - -- PIPE (PVC) (SCH 40) (4 IN) - -� - - - - I {I� 140 LF Ih I' PROP CONC I I I IIIIY'WIII� RIPRAP h�Ilj : a jIII PROP SET I I I I. 6I r - ----------- 3. SEE INTERSECTION AND DRIVEWAY LAYOUT SHEETS FOR ADDITIONAL INFORMATION. 4. CONTRACTOR TO TAKE PRECAUTIONS TO PRESERVE EXISTING CONCRETE ELEMENTS AND EXISTING FENCE TO REMAIN. ANY DAMAGE WILL BE CONTRACTOR'S RESPONSIBILITY. 5. ALL STATION AND OFFSETS ARE FROM THE FACE OF CURB, UNLESS OTHERWISE INDICATED ON THE PLANS. 6. UTILITY CONDUITS UNDER INTERSECTIONS TO BE PLACED A MINIMUM OF 10' BEYOND RIPRAP LIMITS. ENDS TO BE CAPPED AND CLEARLY MARKED FOR FUTURE ACCESS. PROFILE LEGEND CL VICKSBURG: AVENUE -XIST GROUND AT CL 3,260......... :............................. ......... ......... ......... ......... ......... ................... ......... ... TA. ':..06.............:...........................:........ — — - 3,260 S 9.. 114TH ST PGL ROP LT GUTTER PROP RT GUTTER -�- CONC DRAINAGE CHANNEL EXISTING GROUND o N ........:................. :........ ...... ------ :.�.r...:-------- ................... ..... ..... ...... ..... ...... ..... • ...... ...... ..... -3,255.. A T CL PROP RT'GUTTER 114TH PGL v co N (L S T r 3, 2> w ...... - - - - - 3, 250. 3:245 (-)0_37%; :..--. -.T - (0.45 % (-)0.26 % --........ —r..- 3:245 PROP LT GUTTER it-.— --= --T --- --- --- — — — w— — — — — — 3:240......... :............................................................................................... 10..... ...... .................. ..... ..... ..... ..... ..... ..... ..... ..... ..... .3,240-- n 6RA GE CHANNEL ; u m. 0 . n oo w m n. ° ' C�NA ANN 3,235 -- a ^ `; ....� N ............. N' ..... ...... ..... 3,235.. cL W,W Z > W W,W Z �.� a �,� a 3 230 » u » u 3 230 u z �-t z U U aa;awc� aa'awl4 3,225 r�:rim... ......coto. r ---;------(j-:-�o----;------rD:to�-Q----,..... -o;o r eonr,��-ezornrr -o:o�m -o:oma -o:ooN -o:o�o E oomm w OI.OIM �Q.Q f�01 rO,ONtO NLn,Ln�N OD OD M10�1061N �Q.Q�� 01 N.N fh to rO.O�Q 1N co.co ON MlO.l0 oJ0 �Q:Q t91� WW O In 0, CO•CO o�Q CO OD -CO GHQ co r.r NQ WM rIU IUrn rIU.IO M 1010.10 f-N 10 W2 f-N 10 Ln:Ln f-N 10 Ln:Ln ON to In:n t0 Q Q•Q �Q QQ•Q QQ QQ:QQQ QQ:QQQ QQ.QVQ QQ:QVQ QQ•QVQ QQ•Q VQ QQ•QVQ QQ•QQQ QQ•QQQ QQ.000 N N•NNN NN•NNN NNNNN NNNNN NNNNN NNNNN NN•NNN NN•NNN NN•NNN NN•NNN NN•N CVN NNNNN ';r,;:r,;nM v)rny)�M Mv):rnnM Mv;:MnM MM:MGM MM:r,)nn Mr,;:MnM MM:Mn�; MM:MnM MM:r,;nM r,ny)nM �Mrnnn 13.00 IA-00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 LEGEND CONCRETE ASPHALT ❑8 WZ$ L o0 ¢V z o � z Pi g z � F lz -cox .F ZE OF T \\\ F -LESLIE P. BRUCE j !1 �. 97360 ; W� 11/17/2021 LuLu x � W ^ W ~ ° oNQN w LL �Y -Q U Z o 0_ LU o ` �� Lu LlJ 0 U) N v 0 0 W N QJ L.L N zO o Qo J � V1 W z z 68 SHEET 2 OF 5 I I I I rL 114TH ST STA 28+08.30 Ln O \ ; EXIST ROW - - - - - I------_--- (V ----a-----a.- �-� a . ..L a H M i IN ♦---- M T Z -�. 2�.+00-.�. ...................... .. PI I\LC -- Q -_-=SAWTOOTH CURB` _- DRNG ESMT 1 STA 27+26.80, 33' RT jPROP DRAINAGE FLUME PROP CURB AND GUTTER PIPE (PVC) (SCH 40)'(4 IN) 160 LF / PROP CONC� RIPRAP PROP SET GENERAL NOTES SEE UXBRIDGE AVENUE INTERSECTION LAYOUT SHEET PROP CURB AND GUTTER I PROP 10' SIDEWALK I------- -- -I------------- WEr- 81_ADJUST NI CATHODIC PROTEi — . T - --- - — -------. -- 30+00 _ B'RAMPS PROP CURB RAMP w a ❑8 W" z N I I I �a L SEE TOPEKA AVENUE I O 0 I INTERSECTION LAYOUT SHEET I I II II c �o Illlw;Zlp T zQ I I IIID_;w Ilo;>> ^ , ^ w m I I III III III III �� P � g I III ! III HORIZONTAL: �zF - PROP CURB RAMPS JI 0 0 50 100 I EXIST ROW V ~ w iST ♦\ a VERT I CAL: [ON - - - - - - -- M c-Sfi7�35=89.03 v~i 0 5 10 g O - - - - - in " 35+OQ - - - - - - - STA 35 88 30 OW + + - _ --------------- - ---------------+ ---- -v ---- d (-SAWTOOTH CURB��- j _ =_--__ __ �-__-__-__-_ =1 STA 35+28.72, 33' RT51 ® PROP 10' SIDEWALK_ PRO DRAINA�ECCHANNEL_-__-__ PROP DRAINAGE FLUME - �il -7`7- ---- PROP CURB RAMPS- / Ir 160 LF PIPE (PVC) (SCH 40) (4 IN) �I III o I� �I III J' PROP CON(; L_ 140 LF � IY II w III ` RIPRAP PROP CONC - I �I III coI� �I a III PROP SETTRIPRAP _ I I PROP SET - 1. EXISTING UTILITIES SHOWN FOR INFORMATION PURPOSES ONLY. CONTRACTOR SHOULD FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. 2. FOR UTILITY OWNER INFORMATION, SEE UTILITY LAYOUT SHEETS. 3. SEE INTERSECTION AND DRIVEWAY LAYOUT SHEETS FOR ADDITIONAL INFORMATION. 5 6. 4. CONTRACTOR TO TAKE PRECAUTIONS TO PRESERVE EXISTING CONCRETE ELEMENTS AND EXISTING FENCE TO REMAIN. ANY DAMAGE WILL BE CONTRACTOR'S RESPONSIBILITY. ALL STATION AND OFFSETS ARE FROM THE FACE OF CURB, UNLESS OTHERWISE INDICATED ON THE PLANS. UTILITY CONDUITS UNDER INTERSECTIONS TO BE PLACED A MINIMUM OF 10' BEYOND RIPRAP LIMITS. ENDS TO BE CAPPED AND CLEARLY MARKED FOR FUTURE ACCESS. / URPOP CONC Va RIPRAP -7""PIPE (PVC) (SCH 40)(4 IN) j 140 LF PROFILE LEGEND CL UXBRI;DGE AVENUE -XIST GROUND AT CL STA 28+08.30 1P4TH ST PGLLT R 3,255-:........:........:........:.........:.........:.........:........ - - - �.... ...................................,.........,.........,.........;.. RT CHANNEL .3 PROP R 255. EXISTING GROUND C TOPEKA AVENUE AT CL • STA 35+89. 03 3,250 ;.........; -- ... ....... ....... ...... ...... ...... .... I ...... 3,250.. -'- PROP RT GUTTER 114TH PGL i ST --� — (-}D--20� i. 3L245 -- -- -- - -•- -- - - - (-)0.22% 3,240 - --- --- - - -- - 3,240 - (-)Q.27% X 0.50% (-)0.20% PROP LT GUTTER --- -;-- --;- - - - - - - 3 235 m n ...t .... ........:........:.... 7+ . v.- o ... .:. .:CONC ....... . RAINAGE CHANNEL . N . 3t235 oo N N r N N oo N In N M 3,230 > w d -- ...t............:.................................... > w. ---------'- = .... .... M.a .......:.- [I- 0 3L2.... W > w W w,w z w,w z 3 225 » u .........: » u 3 225 :-7 V H•H Z H•H Z U U aa;aw,=o D_a'awc4 3L220 --o�r - o:ooe Donn 3,220.. N,N�O 0.OVco OD:oD rl) to a Nto 001 N."V Lo- oO:o-rnu.... ...... -o;o--,n.... ;...... ------o----;------Som----;...... ro------------ -o:0--c---.------ -o:cNo---- :------ ------ ----- .O 7M L100 0 � MOO �VM - ,O M M ul Lf:Lfl 10 Lf Lfl Ln C9- Lo InV-V L�O In L�O VVZ LoO VVz Lo O, VM•M Ln O, VM•M L( 6, VM•M-"a MM•MQ OD MM-MQ OD vv7 VQ7IQ vv7 vv7 vvvvv vv7 VV•V VM VV•V VM vvvvM vvvQM vv-v n vv7 n N N•NNN NN•NNN NNNNN NNNNN NNNNN NNNNN NN•NNN NN•NNN NN•NNN NN•NNN NN-NNN NNNNN v;r,;:r,;nM v)rny)�M nv):v;nM Mv;:MnM MM:MGM MM:r,)nn Mr,;:MnM inr;:Mnv; r;M:MnM r;M:r,;nM r)n:v)nM r;M:r,;nM 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 LEGEND CONCRETE ASPHALT �.F ZE OF F - LESLIE 7360P. BRUCE j 4,rSto S.oEryS k N'A: L 11/17/2021 &ce- zLu x � W >>N ^ W ° ~ a- LL a-Y -Q U Z C7 a0 W ` w LlJ W 0 U) U F- Waft M N n m \ m T W o a 69 SHEET 3 OF 5 � I STA 42+74.44 \ END ASPHALT PAVEMENT - - - BEGIN CONCRETE PAVEMENT SEE TRAFALGAR AVENUE INTERSECTION LAYOUT SHEET I (L 114TH ST- PROP CURB AND GUTTER STA 41+72.70 STA 43+23.98 END CONCRETE PAVEMENT BEGIN ASPHALT PAVEMENT INLET NO. 2 3-6' X2' & 2-8' X3' - \PRECAST CULVERTS 1-15" RCP SEE CULVERT LAYOUT SHEETS SEE SAVANNAH AVENUE INTERSECTION LAYOUT SHEET PROP 10' SIDEWALK 41+00.00, 55' LT O . BEGIN BERM Ln + EXIST ROW I -- - -- -- -- - -- -- - - - - - -STA -- M a ♦ � T 1T \I O 77] N Lu _ .1 - - - - - - ---- U_ - -'_- - ---- -- - -- - - - _ _ a `j EXT � _ _-- _- PROP S� ET r rRNG ESMT I ICI IIIII r PROP CURB RAMPS I Ila,wlll PROP CONC PROP CURB RAMPS IIII�;zIIIII DRAINAGE CHANNEL Lr- PIPE (PVC) II II�;�III II PROP 10' SIDEWALK (SCH 40) (4 IN I Ila;alll - - - PIPE (PVC) (SCH 40) (4 IN) PRO140ETF --- -1 ~ I 140 LF PROP CONC RIPRAP PROP SET GENERAL NOTES 1. EXISTING UTILITIES SHOWN FOR INFORMATION PURPOSES ONLY. CONTRACTOR SHOULD FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. 2. FOR UTILITY OWNER INFORMATION, SEE UTILITY LAYOUT SHEETS. N I I�j IIIII III o � III I STA 48+35. 1 8, 43. 58' LT II I z ;w III I I BEGIN TIE TO EXISTING �m;zIIII; STA 45-00.00, 55' LT LIP OF CURB Imo;>IIIII END BERM SEE RICHMOND AVENUEII ;a III I' I INTERSECTION LAYOUT SHEET STA 47.53.50 III BEGIN SAWTOOTH CURB ;III PROP CURB RAMP STA 47-42.00 EXIST ROW END PROP 10' SIDEWALK hill I; ; i HORIZONTAL= O 0 50 100 Ln _ + - - - - -- -, - -------' - + -- - - - 00 o ------- - } N ---- - - - - -- - - - ---------------------� 114TH STREET o N Sn� N - N ° -- - - ♦-PROP CURB _RAMPS - - - II - - - - 4-�{� 4- - ♦ VERTICAL: n 0 5 10 41 J r EXIST ROW � SEE DRIVEWAY NO. 3 LAYOUT SHEET - PROP GABION MATTRESS y WIIII STA 42+14.44, 33' RT Z,zll BEGIN PAVEMENT Q Lu TRANSITION a;alll PROP SET VIN; II PROP CONC RIPRAP 3. SEE INTERSECTION AND DRIVEWAY LAYOUT SHEETS FOR ADDITIONAL INFORMATION. 4. CONTRACTOR TO TAKE PRECAUTIONS TO PRESERVE EXISTING CONCRETE ELEMENTS AND EXISTING FENCE TO REMAIN. ANY DAMAGE WILL BE CONTRACTOR'S RESPONSIBILITY. I � STA 43+64.44, 44' RT I ITH ST END PAVEMENT STA 47+94.73 TRANSITION \ PROP 10' SIDEWALK I PROP CURB AND GUTTER SEE DRIVEWAY NO.14 LAYOUT SHEET 5. ALL STATION AND OFFSETS ARE FROM THE FACE OF CURB, UNLESS OTHERWISE INDICATED ON THE PLANS. 6. UTILITY CONDUITS UNDER INTERSECTIONS TO BE PLACED A MINIMUM OF 10' BEYOND RIPRAP LIMITS. ENDS TO BE CAPPED AND CLEARLY MARKED FOR FUTURE ACCESS. 11 SAVANNAH AVENUE PROFILE LEGEND TSTAA3�A51QVENU,E STA 41.72.70 - XIST GROUND AT rL 3�255.........:........:........:........:I;........;.........;.........;.........;.........;..... �: m . .......... oo-.........:.........:........ - - - 3,255 114TH ST PGL ROP LT GUTTER PROP RT GUTTER ts' - CONC DRAINAGE CHANNEL ;I `�` �; v x o R I CHMOND AVENUE uj EXISTING GROUND �Q; �� N oo oSTA 47+,94. 73 o 3L250. ........:.................:. I AT f .. .. o P " .... o cv....v e ...... ....... ...... ..... ...... • .......: VP.L.48t35.00.... ;I �> w M N ri �" EL=3, 244. 29' ;I 3e245 f. n aa 114TH ST PGL PROP LT GUTTER >w > . . ... ..... . ....... ...... ...... 3,245. 3:240 --. -... ....._)0.52 -p- % ---- --; (+)0.229 3,240 ... .. .. ... . (-)0.20% (-)0.50% (-)0.20'(. ; o� - - (-)0.3 6'X2' CULVERTS ; - - - - - - - - _ - _ 2q% 2-8'X3' CULVERTS - _ (=)0.50% V Q o - - * _ M 3i235. ........:........:........:. N US PI3237.80' M. ��ir~i ro .3L235 0.00% DS FL = 3236. 90' w N v co N � N( CONC o - :o o `� P v PROP RT GUTTER v N W M w) : v 4) 4 N M' M (V V U M p,� v IRAINAGE CHANNEL', m N rn i- M V) M ,n M M N o wi o- 'f) o m N N N N =:c; � V` - .. u O co � � � V N) � > W v N w •o - o M a J _ 3,230. .......................... °M° :.....:......ao .............. M 7.� � v .. n M ..:..N M..r:+ ¢ ... ....... ...... ...... D ui "� ^ n....... .3t230. N N H'M N F 0_• J W In M H d J V�QN c N VN �.Q �> W Fib N 76 �. J> W C� M H.H Q > L1J > w > W " n .. J " J (r> W �i '--' M a_. J HRH > W > W H 0_ J HRH J > w ------- t----- U H•H Z r.r U aa;aw� wa'aw 3�)220. ..... ........... - oon ;-ero'o ------------- of) ------ ------ u)c:m------- ------- N--:--In------ ------ mm:, ..... E on,- - - .3,220.. 1f) OD.OD O M IQ 6) OD V, V N V O) N,N V N I� O,O 6) O U) Moo M M lain c1 l0 pl,N 61 O M.f� N V f-.O w) I� O.N O - 07-m11 w) N•N Q W w) ".N' N N NON MI ti N NON N ti N N N M N•- N M N•N N M M•N M V M-N M v v7 QM vv7 vv7 vv7 vzz vvvv vvvv vvvv vvvv vv7 vv7 vv7 J NN•NNN NN•NNN NNNNN NNNNN NNNNN NMNN NN•NN NN•NN NN•NN NN•NN NN•NN NNNN M w)'MnM w)M'M M Mw)'w)M r) Mw)'MMr) MM'MMr) MM'MM MM'M n In M'w1n MM'IMn MPM'Mn PM PM'Mn MM'w)In 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 LEGEND CONCRETE ASPHALT ❑8 WZ$ L o0 Pi g z Flz �.F ZE OF T \\\ F �.LESLIE P. BRUCE j 97360 I1/17/2021 LuLu x � W ^ W ° ~ oNQ EC LL �Y - Q U Z C3 a0 W Lu 0 U) N 0 o ID z w v Q � O z O o Q + n J < a V) W z z 70 SHEET 4 OF 5 I I III PROP CONC MEDIAN STA 53+51.83, 2.5' RT END ASPHALT PAVEMENT TIE TO EXISTING BEGIN CONCRETE PAVEMENT LIP OF CURB (CONTINUED) STA 52+78.81 I END PROP 6' SIDEWALK STA 50+14.29 O BEGIN PROP 6' SIDEWALK Ln E1TST OVA - 00 a � ST 114TH SEET w r-------�-�-------- Z _♦ LL _.,�0+0„Owe _, _^- _ - _ _ _ =Z . -c r a- arm - - -- - - m - -�` �- -- ¢ EXIST ROW _ 1 PROP 10' SIDEWALK PROP CURB AND GUTTER GENERAL NOTES 1. EXISTING UTILITIES SHOWN FOR INFORMATION PURPOSES ONLY. CONTRACTOR SHOULD FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. SEE DRIVEWAY N0. 5 LAYOUT SHEET STA 53+59.68 J 44. 0' RT STA 54+23.53 7. 0' RT SEE QUAKER AVENUE II INTERSECTION LAYOUT SHEET STA 57,89.80 II END PROP 6' SIDEWALK I STA 57.69. 75 END OF TIE TO EXISTING LIP OF CURB Ln -1 STA 57.69.73 w II END ASPHALT PAVEMENT III SAWCUT AND MATCH EXISTING J BEGIN PROPS6''� SIDEWAL� o - -- L� " 1 — — — — — — — — — — -• M Q I I _L-4 500 q O w _ — cr m w I 3. SEE INTERSECTION AND DRIVEWAY LAYOUT SHEETS FOR ADDITIONAL INFORMATION. (r w I Ld I li Y Z O Ld cs a I� x (1 (n1 V V�QQ Iol 4 '�Fll�wj d�Il'K� � tOl EXIST JOW'? --g- - - ------ -- - - ---•'- - - -- -u- - - _ EXIST ROW STA 57+69.59 fir' END CONCRETE PAVEMENTi� a Q Q Q SAWCUT AND MATCH EXISTING STA 55+59.68 i 55.0' RT STA 57+69.46 i 1 li�1,1 �I END PROP CURB IS AND GUTTER I Ld D �11 1 SEE DRIVEWAY NO. 6 I Y Z I,'�II 11 LAYOUT SHEET STA 58.02.72 ,I j END PROP SIDEWALK X ¢ END PROJECT IPI IJI� 5. ALL STATION AND OFFSETS ARE FROM THE FACE OF CURB, UNLESS OTHERWISE INDICATED ON THE PLANS. 4. CONTRACTOR TO TAKE PRECAUTIONS TO PRESERVE EXISTING 6. SEE MEDIAN DETAILS FOR MORE INFORMATION. 2. FOR UTILITY OWNER INFORMATION, SEE UTILITY CONCRETE ELEMENTS AND EXISTING FENCE TO REMAIN. ANY LAYOUT SHEETS. DAMAGE WILL BE CONTRACTOR'S RESPONSIBILITY. PROFILE LEGEND XIST GROUND AT 114TH ST PGL ❑8 N W" WW_ 0 O L = cn Q T i z o i � HORIZONTAL:- 0 50 100 v n R5 ■E� VLRTICAL: 0 5 10 g 3,265......... :........................... ..........................................................................................:.................:...........................:........ — 3,265 PROP RT GUTTER - CONC DRAINAGE CHANNEL QUAKER AVENUE w w• STA 58,64.66 3,260. ......................... :......... ......... ...... ...... ...... ...... ...... o.......... ........:......... ...... 57�: .................... ...... ...... ...... .3,260.. O EXISTING GROUND u uM 3,255CL . ........ .... ..S..w. ..... ---- H ST PGL Q m I-3,255.. CL 114T PROP LT GUTTER vvr' NNN; 3 250 (+)0.25 % % (rjQ, (-)0.71: % +++. 3 250 _ -`ter ----- --_ -__- -- �-- (+)Q.33 % (-)0.37g5 % (-)0:20 % (-)0.20 % - 3:245. ........ '....... ..................................................... .............. ............... o v . .... .... ...... ....... .... .... ..... .3,245. Ld to 00 PROP RT GUTTER ao ti �In N - In N o MATCH EXISTING PVMT 0) M V LnSTA 57+69.59 . 'woo v wa v wln' v wln v �� v LaLn ... ... ........ ...........................:..............................� + v +, v � +; v � + v .. en cv.. + vG . w v q w.In. M 3,240 . O If) _ IfJ - In - In _ > W (.D M O If) ~ lD N H r N CD M (.D M CD M C7 M F. GD M D In _ CD M wow H D_ J F@ J H d. J H d J W H d J — O' u ,w> w ¢> w M> w w>,w ¢> w ~Q- J w ..31235_ ........ > ci;o......-'......--'......... .. w . ..... • ..... ..... ..... .3,235.. 0� 3,230Q Wln.wM X _ ...... NI--�M ......• . .IO� N.4I"1 ......�' iE1 tO�Otro------ .KYInCr...... � OOriO f- - - - - � tffTa06........ ..N•.............. .w N.�.�......•....... ...O...... . ........ . .�........N 3,230.. CT01001 V 10 V LTA - OO.IO - 0) O. V f 1 In m N OD 10.0 N N OJ V M•MQ VM.MQ VVIMQ In TZQ In TZQ If)TZQ In ln•VQ NV•VQ VT• Q Q Q Q vv7 vv7 vv7 vv7 vvwv vvwv vvvv vv7 vvvv Q Q Q N N•NN NN•NN NNNN NNNN NNNN NNNN NN•NN NN•NN NN•NN N N N 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 LEGEND CONCRETE ASPHALT �.F ZE OF T \\\ F -LESLIE P. BRU_CE j 97360 N 0�:: 6N�' 11/17/2021 LuLu W W ° ~ oN¢N re LL a-Y U Z 0 a0 WW ` Lu Lu U) U f- U W 0 O W � z J 0- o Q z Lu Zp o QN F I..1� o (Z 00 F M N n m L.i Q U = a � w 71 SHEET 5 OF 5 NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENESE. 2. SEE CULVERT LAYOUT - SLIDE ROAD CULVERT N0. 7 PLAN SHEET FOR MORE INFORMATION. LEGEND ii w LI � it NI ' I I I I v I I I I II 1 5' EXIST ROW 55' I II IIII i I � I I I I II I I I I I' I � III I I I I I w I I Ld 11101' o v 50' I N P OP ROW -EXIST R I I DRAINAGE ASEN NT a w 75'�C) ST OW-EX➢S ROW I I I z 55' DRN_ DRAINAGE FLOW ARROW EX TELEPHTOEREMAIN VAULT' PROP ROW-CL I L1EXIST I I I I I - SC�Lr — - r-9G __ _ EX TELEPHONE VAULT TO REMAIN CONCRE __ v I � I ASPHALT I I I a o I o I / j ). ���-----I--, I - ❑ I 0 o _ V I CL I I I \ ' a / EX MANHOLE �jf114TH ST. I /1 TO ADJUSTED TRANS 20`p / \ / TO FINAL GRADE I SEE TXDOT STANDARDS \ RELOCATE PEDESTRIAN I / I I I L / SIGNAL BOX I RELOCATE TRAFFIC d I STA E.-I 9, 33.50' RT I N SIGNAL POLE II I I END CURB RADIUS / - BOC EL=3254.55' f STA 6.51.80, 44.50' LT END CURB RADIUS 2' / BOC EL=3254.53' / I STA 6,62.79 I III EX I Z EL=3254.77' POLEE TTO O REMAIN i \\ ff/ EX PULL BOX I N EX GAS TO REMAIN STA 6 50.49, 4.5' RT -1- -16� - I I VENT PIPE f/ BEGIN MEDIAN NOSE �OYPEMAINRELOCATED PEDESTRIAN SIGNAL BOX /' STA 6.518CL EL=3254.96RELOCATED\EX ELECTRIC POLE TO REMAIN EX VALVE(TYP.) 1117 TRAFFIC- - - -SIGNAL POLETO BE ADJUSTED / III TO FINAL GRADE - _ �11= _ _ - RELOCATED PEDESTRIAN \ _ EX SIGNAL CONTROL PANEL SIGNAL BOX \ _PROP RAMP (TYP. ) —�SI1 — lSY'��= N TO BE RELOCATED l 1 -Ill •� �\\C � I �-1---'L- GAS RISER TO REMAIN G 1 I RELOCATE PEDESTRIAN I, I ❑ 8 WZ$ = L 0° ¢ TO H 0 10 20 36Pi g z � F lz ■`E a CL CONC DRAINAGE CHANNEL STA 6.81.25, 80' RT BEGIN CONC DRAINAGE CHANNEL FL EL=3249.54' EX HEADWALL TO REMAIN PROP RIPRAP FLOWLINE SEE RIPRAP DETAILS STA 6-12.30, 83.95' LT / / N, SIGNAL BOX _ _ r ______ ___________EXIST ROW -- BEGIN CURB RADIUS / > \ / IM- / o r M I _ �1 - PROP RIPRAP - BOC EL=3256.02' / ' CM ( > / �I — R 39.50' BOC, SEE / Gti/ - - --DETARILSRAP- -XIST ROW ------------------------ -E -- -- 2- -SG - _ _ SG _ _ _ G --RELOCATE SIGNS/ I � \ \� - - - - - - - MATCH EXIST EX SDWK MATCH EXIST ---- p- ZI 000e° ii /,� �� R 39.50' B6C/ ' \ _ _ - -- - - -- J_______________________ r 'rJ ---------- - - - - -- r ---------- - - - - -- DRNEX CURB EX SDWK _ — � � _ _ = _ �I MATCH EXIST EX SAWTOOTH CURB ------------------ -- 1--= - I LIP EL=±3255.48' - - — - STA 6.23.29, 73.16' RT - EX CURB DRN � II II RELOCATE TRAFFIC I PROP 24" STORM PIPE' I I, SEE SLIDE ROAD CULVERT N0. 9 E EXIST BEGIN BEGIN CURB RADIUS STA 6-12.26, 111.29' LT i II SIGNAL POLE I CULVERT LAYOUT BEGIN SIDEWALK MATCH EXIST II RELOCATED TRAFFIC o BOC EL=±3256.05' BEGIN SIN 1 SIGNAL POLE o C10 II STA 6.10.21 STA 6.10.21, 73.17' RT - - - - - - - - - - - - - - - - - - - - - - - - - --t- ------- - - II BEGIN PROP ROADWAY IMPROVEMENTSI SAWCUT AND MATCH EXIST II PROP CONC TO I I -- SAWCUT AND MATCH EXIST II w --u ---- -----'.- EL=±3255.53'------------- --- MATCH EXIST 1 EX CONC TIE IN CL EL=±3255.69' �p II I o LIP EL=±3255.71' PROP CONC TO 11 SEE ROADWAY DETAILS d PROP CONC TO N EX CONC TIE IN I EX CONC TIE IN PROP STORM SEE ROADWAY DETAILS III I I SEE ROADWAY DETAILS INLET N0.1 �IEX TELE PEDESTAL TO REMAIN it p - - MATCH EXIST 1 T -------------,---'. BOX CULVERT LIP EL-_3255.60' I� I I I I I I 1 I �EX I- II II I STA 5,67.16 II I -t-_-------- --11 11 CL 114TH ST II + U --- --- --------------- - - - - -- - CL SLIDE RD. SLIDE ROAD _ I i i 1 i I SLIDE ROAD �I 11 II 91'L9.5 Id 11 I II 1 Ito L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1I I ' 11 I�I III II�/�c� II - --r----------------------------------- I ' ZE OF T �\l F �.LESLIE P. BRU_CE j 97360 N 1l/17/2021 W W L1.1 >O Q r^, W O �/ ~ re ry O Q-Y - Q U Z 0 a0 Lu ` LLI LLI U) U z O U ¢ LU O ° Q o Lu J U) z M = w z 72 SHEET 1 OF 10 EX ALLEY I (� BOX CULV I I STA 1-43.10, 48.50' LT CULV FL EL= 3243.18' STA 1+35.06, 17' LT END SAWTOOTH CURB FL EL=3247.49' l PROP RAMP STA 1-25.18, 17.70' LT EXIST ROW_ __--_ MATCH EXIST_- ---------------------- ---- ----- ---------------- EX FL EL=±3247.57' - i EX CURB i MATCH EXIS -- o EX EL o ±3247.67' 0 o �o M H O d+1 ---------------- VICKSBURG AVE STA 1+25.00 MATCH EXIST EL=±3247.61' N 0 EX EL = +I EX CURB ±3247.52' ------ __ 2-E1 ---------------- -------------------------\�\ MATCH EXIST — STA 1 +24. 83, 1 7. 54' RT EXIST ROW MATCH EXIST - - - EX FL EL=±3247.41' NOTE: \ PROP RAMP 1 CONTRACTOR SHALL PRESERVE ANY STA 1+35 06 17' RT Imp I x� I STA 1 +78. 57, 20. 97' LT c { BEGAN SAWTOOTH CURB .'I STA 1,65.06, 17' LT � END CURB RADIUS I� FL EL=3246. 90' , 1 lL I U CUC I p PROP RAMPS ; I / 2. 00% / STA 1 +90 106, • 42' LTCURB ADIUS �1 FFLGIN EL=3246.41' �1 (I � II II IL AU ;I i N L25. 00 74% .III O I: O I• II v� o o 0 mm I 11. 32% 1 R 25. 0 Ci4 61, ;II =��C4 0 S# yl II } I; STA 1 +65. 06, 1 7' RT \ END CURB RADIUS ---� -FL EL=3246.72 n STA 1+78.57, 20.97' RT BEGIN SAWTOOTH CURB' EXISTING ELEMENTS TO REMAIN. ANY END SAWTOOTH CURB / I F \ A DAMAGE WILL BE AT CONTRACTOR'S FL EL=3247.32' EXPENSE. I \ 2. SEE CULVERT LAYOUT SHEET FOR MORE p' EX ALLEY INFORMATION X. d- xar \ x 1.5'i w ; w CONCRETE ASPHALT STA 1+43.10, 48.50' RT CULV FL EL=3242.69' III w� SW PROP EOPI �f STA 1+91.56 17.00, LTI 101 FOC EOP EL=3246.44' O. N O N' N VICKSBURG AVEo x ' 0 FOC I v STA 1.91.56 1 7. 00, RT EOP EL=3246.37' PROP RAMP STA 1-90.06, 42' RT \ BEGIN CURB RADIUS FL EL=3246.24' \ 2. 00%I \I 331 I (L TO I BOC 2. 00% I I I I Q 114TH ST. PROP EOP- I I I I 114TH ST. STA 19+38.06 CL EL=3247.03' 2. 00% 33. 5' TO BOC SW P ❑ 8 W" z Lu uJ �a� a O U L O cn (Do � HORIZONTAL: 0 10 20 ^ = a m VERTICAL: Q) 0 2 4 i _lw 3,252 EDGE OF ------• -------... .....................:............................ ----- --- 114TH STREET. . . . . .....:......... :......... :......... . . . ............ ........ ....... 3,252 , CL 114TH STREET ; 3,250 7" PORTLAND CEMENT; o rn :o o 3,250 ........ ...... ...... . ..... ..... ..... ..... ..... ....... ,w N N CONCRETE PAVEMENT 38-8) m N PROP ,.N.ti _ (REFER T ATE N w Q 114TH v (RE 0 PLATE O. ; U +I + N 39 248 v~ w J n ... ..... Q M .. ...... ...... ...... ...... 3,248 ......... :....................—... EX GROUND CL EL n w _ w PAVING TIE IN — — 3246 a — CL E L SEE ROADWAY DETAILS 2" COMPACTED SUBGRADE =WJI1- - - �6":HMAC T / 3, 246 (REFER TO PLATE 38-8) IL-III�II_III�II ; ; =W II III III--II�III- r =-T - IF IH=111=III-IN=111= 1:III- - - . 1 2"•- FEE-XI-BL-E - BASE.. • . . . . . . . ......... ...... ........ 2 0 _ 3, 246 _IIEIII_IIhIII=III_III_IIhIII_III_III_IIhIII_ ; I _III III III -II III III III]-III�II III�I - - -I -III-III�III-III-III-III I -III I II I II-T�III=11 III=11 11 12 COMPACTED SUBGRADE I 11=111 II 011=111II-I. 1= ll_ �- I III III IIII 1111111111 2,r' 2 PLOWABLE -FILL ;` '.. FLOWABLE FILL 6TMOpPEAS LINE 5. DEPTH 3,242 CULVERT NO. 1 3,242 :..................:........'.........: ...1- c.6:.X.3.'.HOX :. :. :. . ... ...... ...... ,. :. ....... ...... ..... -- ...... ...... ...... ...... ...... STA 1+43.10 EL 3,242.94' 12" COMPACTED SUBGRADE o (REFER TO PLATE 38-8) 39240 3, 240 .......................................................................................... -------z:m.......:.......... ........................ ...... .. ................................................ 3,238 3,238 * THIS ITEM WILL NOT BE PAID FOR ? ...........-�;N ....... ....... ........ .................r�-.r-............... ..... ..... ..... ...... ..... ...... ....... DIRECTLY BUT SHALL BE CONSIDERED M1 n m ; SUBSIDIARY TO CONSTRUCTION OF BOX CULVERTS. ' N' N'N N'N ' 0.50 1-00 1.50 2.00 2.50 �.F ZE OF F 97360 �.LESLIE P. BRU_CE j 11/17/2021 W W L1.1 >O Q r^, W O �/ ~ 0_ w IL U =u' z a0 o ` �� W W W 0 U) U) O w _ D w w0 C elf Q m LLI J v j Z M N n Q U Q a 73 SHEET 2 OF 10 STA 1+54.66,I 27.50' LT END SAWTOOTH CURB FL EL=3245.06' PROP RAMP \ ------- - - - - -- EXIST ROW- - ------------------------------------7--- - - -- - - ------------------ STA 1+45.3I MATCH E LT _ _ _ - - - - iMATCH EXIST EX CURB (EX FL EL=±3245.08' ___________________ ------------------------ - - - - -- - MATCH EXIST - - - - - EX EL = ±3245.10' 0 Ln - - - EX CURB o 0 ------- ------------= EXIST ROW UXBRIDGE AVE --ti-—-—-—-—-— - — - — -- STA 1 +45. 34 --/ MATCH EXIST _ EXIST ROW / i CL EL=±3245.25' v EX CURB -------------/ o EX EL = ±3244.92'+ EX MANHOLE TO REMAIN EX CURB _______----------------- MATCH EX NOTE: -------STA 1+45.41, 29.71' RTC 1. CONTRACTOR SHALL PRESERVE ANY - - - - - - - - — - ` MATCH EXIST EXISTING ELEMENTS TO REMAIN. ANY EX FL EL= ±3244.86' DAMAGE WILL BE AT CONTRACTOR'S � = - EXPENSE. EXIST ROW � PROP RAMP 2. SEE CULVERT LAYOUT SHEET FOR MORE INFORMATION STA 1+54.66, 27.50' RT / END SAWTOOTH CURB CONCRETE ASPHALT �FL EL=3244.84' II PROP RAMP = STA 1 +99. 44, 32. 35' LT J, ',,BEGIN41 BEGIN SAWTOOTH CURB �/ , STA 1+84.66, 27.50' LT END CURB RADIUS / EL=3244.98' I �IU� 1i o0 000 ol y 2.0 C 5' SW STA 2+09.66, 52.50' LT BEGIN CURB RADIUS FL EL=3244.69' C1 -- PROP EOP ix 31.5- fil TO EOP ' _I. _ A Wo � O � ;I I I R 25.00' FOC °o c U I' I c� :IIII II I I; II' I 1° I I �6 05.�9"I Eli -�-N --- - - I.- -- I - - --- 14.66' - 55 �; :III I II1 I � � �: :III�IoIII tDil Lo o `°o 15.00 I, + N .III I II II W1 :III I 0.34% Mo � STA 1+84.66, 27.50' RT _ __ END CURB RADIUS \ __ / __ •1 FL EL j STA 1+99.44, 32.35' RT \ BEGIN SAWTOOTH CURB \ ;NIIPROP RAMP \ CL BOX CUL \ 2. 00% 1 IL - Fro 111 o 111 31.5' TO EOP I I I I STA 2+1116, 27.50' LT EOP EL=3244.72' I I o I CL UXBRIDGE AVE ® CL 114TH ST. a STA 28+08.30 CL EL=3245.29' Z -- - - - - - - - - - L0 O 2 " I F- FOC : I SEX MANHOLE TO BE I ^ I ADJUSTED TO FINAL GRADE PROP EOP • I I �STA 2+11.16, 27.50' RT EOP EL=3244.61' I CL 114TH ST. I II I 31.5' 31.5' CL TO E P CL TO EOP STA 2+09.66, 52.50' RT BEGIN CURB RADIUS o FL EL=3244.48' o L2OO��j 2. 00% � I ❑ s W" z Lu uj a 0 O L 0 cn cn fj o HORIZONTAL: 0 10 20 ^ = a m VERTICAL: �PF 0 2 4 Q V x CURB CL 114TH STREET 3 248 N N EDGEOF 1 1 STREET N 3,248 � 114TH ...'..... .......... cn.............. 6" PORTLAND CEMENT .........:. c......_.......................... ---- €X"";""""';""""" n CONCRETE PAVEMENT o v N n GROUND x Ln v N . v v W v N (REFER TO PLATE N0. 38-7) N PROP N M Ll 3,246 . ~ n ..... N w 1 1 4 ... n J.... . ........�.... Q J N M W ._....,PAVING TIE-IN ...�.�-W ; CL EL- CL EL TH 3, 246 a .. SEE ROADWAY DETAILS - - 3245.18' = 3244 84' ~ y - 1.O4y W 2.00% 6 NMAC 3,244 12" COMPACTED SUBGRADE ........ ........:........ ---- - -- (REFER TO PLATE 38 7)- 3, 242 ;2 *' FLOWAIBLE FILL 3,240 CULVERT NO. 2 ........-------- :................... ......... ......... ......... '--------- '......... ......... I - 6-'-;-X-3'--BOX, STA 1+67.62 / EL ;3, 240. 73;' - - 3 244 - - - - - 12":FLEXIBLE BASE III_III_ ............................... I — ; =m_=1F_=IH=m-= III=m_==11111L=m-=I1IFL_- m=1III=mT=IIIL=m_-- VI=m=III=m=III=m=HI _ ..... -II_IIIILIII12 COMPACTED SUBGRApE � - - - - - I -III II -III II-III�II-III�II-III 11=111= I I=1 I=111=1I1=I I II=1I1=11-I I L=III=III-111- III_II-III=1_II�III�_I1=111�1= 3, 242 1 1 ..... ..... .... ..... -- ..... . . . .... ...... ...... ...... ...... ....... 2*, 12" COMPACTED SUBGRADE FLONABLE FILL ; i (REFER TO PLATE 38-7) 3,240 3,238.I. ............................................................ . . . . . ....................................I. 3,238 3,236 �...... o;� 3,236 ................................................................................. Z.O................. ---............................ ...... .. - ..... .....- ..... .................... ...... ...... ....... 3,234 ' W'� 3,234 *._ THIS ITEM WILL NOT BE PAID FOR ..... ..... DIRECTLY BUT SHALL BE CONSIDERED °.'....... o Nro N o.ov ; o SUBSIDIARY TO CONSTRUCTION OF BOX CULVERTS. Q Q:Q 1+00 1.50 2.00 2.50 �.F ZE OF F �.LESLIE P. BRUCE � !1 �. 97360 ; W� 11/17/2021 LU W L1.1 >O Q r^, W O �/ ~ refy IL - Q U Z C7 a0 ` LU LU DJ 0 U) U F- Z O w z U� LU w O w U) J J m u x Z M N n 74 SHEET 3 OF 10 .� II STA 1 -55. 21 , 41 . 50' LT \ �J CULV FL EL= 3238.62' STA 1+36.56, 10.81' LT END SAWTOOTH CURB FL EL=3242.84' s PROP RAMP(TYP) r�A MATCH �- F�9 EXIST 4 STA 1+25.22, 10.21' LT F MATCH EXIST EX FL EL=±3242 86' \ \\ \ EX EL = \ \ \\\ ±3242. 90' c EX CURB -•.-- STA 1 +25. 06_ F� \ MATCH EXIST S� t EL=±3243.00' \ �X EL = a� \\+��42.78' _ PI STATION 1+33.33 DELTA = 9*13' 48.29" DEGREE OF CURVE = 55*57' 15.98" TANGENT = 8.27 LENGTH = 16.50 RADIUS = 102.40 PC STATION = 1.25.06 PT STATION = 1+41.56 �\ +, r FAR NOTE: MATCH EXIST I 1. CONTRACTOR SHALL PRESERVE ANY STA 1-29.19, 11.08' RT EXISTING ELEMENTS TO REMAIN. ANY MATCH EXIST DAMAGE WILL BE AT CONTRACTOR'S EX FL EL= ±3242.72' EXPENSE. STA 1+37.89, 11.04' RT 2. SEE CULVERT LAYOUT SHEET FOR MORE END SAWTOOTH CURB FL EL=3242.70' I INFORMATION CONCRETE STASI ASPHALT CULVFLE4RT L3238.2 I! ■�rl�fl��s� r m `�i -•• II STA 1+72.19, 11' LT END CURB RADIUS BEGIN SAWTOOTH CURB FL EL=3242.90' II I 1 i4 I� E6 S� I: PROP EL =32 2. e a I,`vi of - 6 4 --- _L_ :1T.-1------I-- 16 22' ( I; of ` I I: �I �I ~o PROP FI + =32i1-?_ tSE3 I I n' STA 1+72.19, 11' RT \ III END CURB RADIUS \ BEGIN SAWTOOTH CURB FL EL=3242.79' T I / / I 2. 00% t�. 00% 2 / I -Q2 — // - S,A--1,97.19, 36' LT ' BEGIN DIUS ---�, ST i \FL EL=324P 09' -114TH - � RA � PRO EOP� I �I c R 25.00' FOC �I 0 M STA 1+98.69, 11' LT N o EOP EL=3243.13' 114TH ST. o STA 35+88.30 N EL=3243.73' O� 50" E o ------�- N CL S. TOPEKA AVE 0 w v 01 ,77 05 STA 1-98.69, 11' RT, EOP EL=3243.08' R\25.00' FOCI ' I 1 PROP RAMP t�' 1I,.51 1S0 "ItW L \ 0 STA 1 + 7, 1 9, 36' .RT BEGIN URB RADIUj FL EL=3242.95' 2`, 007. 2. 00% I II I !� \ A z \ Lu JJ \ �a� oll U� a L Ocw II /� II \ HORIZONTAL: = n fjZ H 1 \\ \ 0 10 20ip VERTICAL: 0 2 4 Q) I I I I S 1 I . a.. _ ZDPEKA-AVE _— I � I -CL N. ITOPEKA 'AVEI I I I I - I � I I o ��.F �o G � LESLIE P. BRUCE j Ij p. 97360 W� l NAL N' �/17/2021 / 33. 5' I/ TO BOC 3,248 - EDGEIOF 3,248 ------ --------------- ...... .: 11 4TH STREET:. ................114TH STREET,: --------- ------------------- -------- ------- ; 6" PORTLAND rn � ti TE CEMENT CONCRETE 3,246 o PAVEMENT Q ; ; o r ; ; ; ; 3,246 ......... ............ .......... .......... .�.� O o ..,............ .. M - - ° i— N... (REFER TO M PROP :" + .Q ..........-......--•........ ........ c� ......-- ;x v + �{ N O N PLATE N0. 38 7) m v 114TH N ; ;W N N n c + a x 3,244 ;� a + v CL EL W a' M N w EL < 3242.84~ M CRO - D U00%y N w 3, 244 :........ :.................;.........;.........;.........;-� w = 3242.75' w v eu ...... ...... ...... ...... yr v� 2 6" HMAC PAVING TIE-IN - 1.00% SEE ROADWAY DETAILS — 12" FLEXIBLE BASE 39 242 -------- --------'--------------- :. 12" COMPACTED SUBGRADE (REFER TO PLATE 38-7) II=11-III=III=--- --- - -lA=lii lil=iff= iii= =iii - - - - - - -, - - - _ _ _ _ ' fIHH-1TL=111 f1h IIi-11L=hll iIF IhL=11L-fIHIi-1hL=111_ftroal :::::::::;:: ::;:i::i:{':` ::::;:ii:i:: •:•; •; - • • L-I ' ----- ----- ----- 39 242 ------- IIL-II IIL-IIEI11 11 III=11EI11 =11EI11=11L-�=III=III=III=L=III=III=III=11=111�IL- - -III=III=III=III-III=III=11 111 1 �111=11 �1.11=11 PTII1=11P1.11=�=III=I 12" COMPACTED :SUBGRADE: p I 1 I II-III=IIL-IIL_0.50 1111I I : = ; 0. 50% 3,240 :......... ......... ......... I ;. I... ..... . . . . . -- ...... ....... ...... ...... ...... ...... ...... ...... 3,240 ....... 2■' 2.' FLOWABLIE FILL ;': FLOWARLE FILL; 3,238 12" COMPACTED SUBGRADE 3,238 :........:........:. :, i (RE TOP 38 7 ...... ....... (REFER LATE - >'.- - �: ' CULVERT NO. 3 ; 1 - 6' x 3'- BOX STA 1155.21 .a 3,236 EL 3,23;8.41' o w 3,236 :........:........:. z.a. = :........:. ..... ...... ...... ...... ....... N 3,234. W (� 3,234 . THIS.IT.EM.WILL.NOT.E.E.PAID.FOR .................... ; . ....... ......ar....... ....... ...... ..... ..... ..... ...... ...... ...... m' DIRECTLY BUT SHALL BE CONSIDERED N w,N tO�f� lO•� SUDSIDIARY'TO CONSTRUCTION OF BOX ; CULVERTS. N IVN N'N 1+00 1.50 2.00 2.50 W W L1.1 >O Q ^ r, W O �/ ~ a-Y U =u' z a0 W o ` ��W W U) N z w O LLI c) ¢ w0LLI 0 Q� Q F- LU J F O z w d �:' � � i � i U U 75 SHEET 4 OF 10 33. 5' 33. 5' \ CL TO BOC Z TO BOC W II �I li 1 2. 00% JI °000 STA 1,33.00, 41.66' LT 22— _ ' BEGCURB RADIUS FL ' I i � --- C2— � ' FL EL=3243. 10' x �2---- - - o 114TH ST. o - Q i R 25.00 0 STA 1,31.50, 16.66' LT g of FL EL=3243.14' O, I CL 114TH ST. CL S. ORE A AVE, STA 35+89. 03 r o o CL N. TOPEKA AVE N + CL EL=3243.73' d S. TOPEKA AVE ---— - — - — -- — —--------,. ,...,. i W ? PROP EOP 'S TA ,STA 1+31.50, 15.35' RT of EOP EL=3243.07' m I 5 R 25.00 c_ STA 1 +33. 00, 40. 34' LT v iv 1 BEGIN CURB RADIUS o \ �L_ j FL EL=3242.94' PROP RAMP 2. 00%j Ilr o l II 33.5' 33.5' CL TO BO i CL TO BOC p II �X I J. SW 1 1 . 5' 4 � ills i I \ I' LL \� A 6MP rrt� 1 - Z FOC II � N 1 ° 1 46' 05. ----94.87 E N � N STA 1.58.00, 16.66' LT END CURB RETURN FL EL=3242.86' / MATCH EXIST EXIST ROW STA 1+69.99, 16.08' LT MATCH EXIST EX FL EL=±3242.91' -`-_ =_=-_-z-_-------- Z— — — — — — SIDEWALK — ---Y--——--------------------— --- OD v EX CURB N +� a ........ N. TOPEKA AVE L STA 1+82.35 MATCH EXIST CL EL=+3243.09' + +' STA 1,69.76, 14.89' RT EX CURB MATCH EXIST FOC I c 1 � it r4v O I � ro X I�i rsW 11. Io -_EX FL EL=±3242.83'----------------- r_- MATCH EXIST EX SIDEWALK- p- - - - - - - - - - - - - - - - - - - - - - - - - - - STA 1+58.17, 15.35' RT EXIST ROW END CURB RADIUS /YI FL EL=3242 63' ❑ s WWI �a� a O 0 L 0 cn cn 0 HORIZONTAL: 0 10 202.6 ^ = a m > VERTICAL: 0 2 4 ^�PF i _lw Il NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY i DAMAGE WILL BE AT CONTRACTOR'S -\\\ EXPENSE. ` EX i DRAINAGE 2. SEE MISCELLANEOUS DETAILS FOR FLUME/OUTFALL DRAINAGE FLUME TIE-IN. MATCH EXIST CONCRETE ASPHALT EX FL EL= ±3242.38' EDGE OF -3 248 -------- --------•--- -- --------- -------------------------..;. 114TH STREET.:114TH S-----.......114 REET .............. -------- -------- -------- 3,248 o . 3,246 EX ti ...... 3,246 .......o,.....4....... ....... ...... ...... ...... GROUND.n.. .. ...... M PROPco N N; x rQ Q N N Q W.�N N114TH � ^M v- U.� M 3,244 M N w ' +i ...... ...... ...... ...... 3, 244 n w 2.00% ... .\. w N .w. r'Q PAVING TIE-IN .:. 6;' HMAC SEE ROADWAY DETAILS 1.51% v w 12 FLEXIBLE BASE 3, 242 II=III=_— —_ _ _ ' _ _ _ _ _—_——I 1 2" COMPACTED SUBGRADE 3, 242 ................................. ............................................... :.........:.........:...... ;: ; : ; ; ; :: _ :: �1=r�- _�7�=r�- - - -m- m-�-m= - _ ......... , ........... -. .. - . ; 12" COMPACTED SUBGRADE L-III-III-III-III-III-_-= _- - - .:: 111=IIL-f11 11f 111-III-fl I -I -Ill-I-I-flilf�lll-fl�l (REFER TO PLATE 38 7) I T-111=1I I- L=1I=1 T I -I 11=1-I 1=1I L -_ IL, 11-I_IIL,III=III=III-j1=IlI=1L=III-II 3,240 ;6" PORTLAND CEMENT CONCRETE PAVEMENT 3,240 ----------------'--................:.-------'------............................... ..... (REF TO PLATE NO - . ..... ..... ..... ...... ....... ...... ...... ...... ...... ...... ...... ....... �; -; - ER TE 308 5) � - .7 3,238.1 ; 3, 238 ....i....:........:........:. 3,236 : o;w 3,236 ........ z b .... ...... ...... ....... ...... ...... ...... ...... ...... ...... ....... [If' U, Z 3,234 ........ ...................................................................... w;c=o .... ...... ....... ...... ...... ...... ...... ...... ...... Cr .0:0D N-N 3, 234 ....... N'N N'N ; 0+50 1+00 1+50 2+00 2+50 �.F ZE OF F �.LESLIE P. B..... j I1/17/2021 Lu WL1.1 oQ �^ W o V ~ IY Cr IL U z=o a0 W o ` �� Lu LlJ 0 U) U) z w O Z Lu U a w0Lu a Q o0 W J F 0 Z ° M N n a 76 SHEET 5 OF 10 I I I EXIST ROW - - - EX-SDWK EXING CURB TRAFALGAR AVE-- STA 1-52.85, 42.51' LT�� CULV FL EL= 3237.85' I STA 1-69.82, 11' LT� END CURB RADIUS BEGIN SAWTOOTH CURB FL EL=3242.37' STA 1+34.2111' LT I END SAWT06TH CURB FL EL=3242.40' i PROP RAMP MATCH EXIST STA 1+25.65 10.80' LT' MATCH EXIST EX FL EL=±3242.42'- o EX EL = - - - o ±32454= - - - - ----9---------- \- H 0 0 a ° N .......... - — - — - — - O — +—i STA 1.25.00 EXING ---- CURB -------- MATCH EXIST Z EL=±3242.35' -- ---------------------------- ------------ EX EL 17' ±3242.------------ ------------STA 1+25.35, 10.67' RT EX SDWK MATCH EXIST �� EX FL EL=±3242. 13' EXIST ROW~ i MATCH EXIST PROP RAMP NOTE: i 1. CONTRACTOR SHALL PRESERVE ANY STA 1+A°TO 11' RT S END SAWTOOTH CURB EXISTING ELEMENTS TO REMAIN. ANY FL EL=3242.11' DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE CULVERT LAYOUT SHEET FOR MORE INFORMATION ! STA 1-52.85, 42.49' RT- CULV FL EL=3237.43' ASPHALT 3CULVIIII1wHPROP RAMP- - /I I• o 22' T, o T o p:1 N 11 _46' 05. 5- " E II 127. 82' — N Ol �I O co p °Ln / SW 1 I as PROP EL a°08' a (STA 1+69.82, 11' RT END CURB RADIUS (BEGIN SAWTOOTH CURB FL EL=3242.26' I i I I I L_ i I I Ili 1 WI; � I 1 c_ 10 i 33. 5'I �: 33 IS' SW fL TO BOC EL TOIBOC I STA 1+94.82, 36' LT BEGIN CURB RADIUS '; 114TF 1 FL EL=3242.60' IST. PROP EOP �I: I 98% STA 1.96.32, 11' LT NI; PROP CURB- EOP EL=3242.63' I N' o 114TH ST. R 25.00' c FOC TRAFALGAR AVE rl STA 38.51.75 fL EL=3243.21' R 25.100 FOC t N 1 1 .21% STA 1•91.32, 11' RT r t= 1 EOP EL=3242.58' v 1 1 � O {t \ o l STA 1,94.82, 36' RT BEGIN CURB RADIUS FL EL=3242.45' ! 11111 I ;�\ k I ° � I I 1 0s 33. 5' 33 15' TO IBOC rL TOIBOC III \ Lo o` I \ o R -! 1 EDGE OF 114TH STREET 114TH STREET ; ❑ s 10' 11•s'�1 Lu W - �a SW z z ❑ 0 II O J (D o HORIZONTAL: �_u N o 0 10 20 ^ = a m ^ Aa do �"q g VERTICAL: Q) 0 2 4 s O �o• .....1......F.1. t cli �.LESLIE P. BRUCE j !1 �. 97360 ; W� n 1/1/1h7,/2002.1 vvv"' ol 11.5'---1 co SW 3,246 cli 3,246 ......'... ........... d 0 ..... .... ...i4 .......:................... :. � N;. ......... ........--------- -------- -------- ...... H O M ,rn o V v Q N ,n v 6" PORTLAND 10 N N Q' N• ,n Q CEMEN T � TN oX 3,244 W N N _; +; N PAVEMENT 114HQ3,244 ~ .m.- ... Fw (REFER TO .. a . . . ...... ...... ...... L)+1 v1 W a n w PLATE Lnw _ ' PAVING TIE-IN a ;w N0. 38-7) i �00% SEE ROADWAY DETAILS' ^ i 2° 6" HMAC: 3,242 EX�y — 1 . 00% _ 1 _ _ 00 12" FLEXIBLE- BASE--------------- 3,242 ..................................... Gft'OUND ', ,' =11I=T = - _ 12 COMPACTED SUBGRADE =�_=L-11L-III=J11- -III - - _ _ _-_ _ III III II III III=11I I11=1_I1=���1I �IIIIIII �IIIIII �IIII I �IITII 11 �E Elil III III^ II (REFER TO PLATE 38-7) I_III_III_III_III_III - III _ - I=11 L--III- =III=11I III II II II 111-II III IIF _ =IIi � IIi=� = - - - - = - _= = 1 COMPACTED RA _ _ II IIhIIEIII III III III-III_III 2 CO C ED SUBG DE ; E 3,240 - 3,240 ......... 0:- - ----- - �--- .. 3242 31' -.- -- .... I...• C EL I = 3242. 14' 3,238 2*1 C 2*- 3,238 -------- ........ i-------..... ----....------...... ------... ---........ ......... ................. t OWABL€-Pitt '-FLOWABLE-F-I-L-L. ........ ..............----:-......--`................ ..... ..... ..... ...... ....... CULVERT NO; 4 ; 3,236 1 - '6' X 3' BOX ..........S-TA.It52�55. ..... .. - ... ' . . . ..... ...... ..... ..... ...... ..... ...... ...... ...... ...... ...... 3,236 EL 3, 237.;64' 3,234 o;J 3,234 ... ..... ...... ..... ..... ..... ..... ..... ------ ------- 3,232 * THIS ITEM WILL NOT BE PAID FOR ...........------------------------------? --------;--------nrQ------. ........ .......-i....... ......--m-;tn............... ..... ..... ..... ...... ...... ...... 3,232 ....... DIRECTLY BUT SHALL BE CONSIDERED . SUBSIDIARY TO CONSTRUCTION OF BOX ~ CULVERTS. ' N' Q N'N Q:Q N'N ' 0,50 1.00 1+50 2.00 2,50 JO , IL Lu W L1.1 >O Q O �/ ~ Q-� Q-Y -Q U Z 0 �� Lu Lu LU In z OLu w LLIO CD Q Q Lu J ILL Z M N n Q U Q a 77 SHEET 6 OF 10 STA 1-54.83, 45.90' LT CULV FL EL= 3236.96' I PROP RAMP STA 1-31.84, 12' LT END SAWTOOTH CURB STA 1-71.80, 12' LT FL EL=3241.76' END CURB RADIUS - - - - EX ROW - --- ---FL EL=3241.73' -- STA 1 -24. 83, 1 1 . 78' LT 'a MATCH EXIST STA 1+67.27, 12' LT EX FL EL=±3241.77 BEGIN SAWTOOTH CURBS EXING CURB ------- o \ 0 -----------_------ ---------------------- - - - - - a- EX -EL =-- - - - ±3241 . 87' � 0 a ............ SAVANNAH AVE----------------------- STA 1 +25. 00 MATCH EXIST CL EL=±3241.88' EXING CURB ---------------------------------- ----- - EX- Et - EX SDWK +-3241.92' EXIST ROW STA 1-25.10, 11.84' RT MATCH EXIST EX FL EL=±3241.84' MATCH EXIST STA 1+32.16, 12' RT NOTE: END SAWT ELOOT2H41CU83B 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY PROP RAMP DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE CULVERT LAYOUT SHEET FOR MORE INFORMATION ASPHALT STA 1+54.83, 45.90' RT CULV FL EL=3236.51' SW s ---i; ,� o I / c of 0. 98% x PROP EL =32 1 3'N i� . + ti o II 0 129co 24 o vl o ' ofI PROP FL =3214 .151, a r 4 SW STA 1+67.27, 12' RT- BEGIN SAWTOOTH CURB - STA 1+71.80, 12' RT - END CURB RADIUS FL EL=3241.61' I IL I Cu(; STA 1 +96. 80, 37 LT ;I BEGIN CURB RADIUS ;I o FL EL-3241.96' 0 -R 25.00' FOC STA 1 +98. 30 ^I 12' LT I - EOP EL=3241.99' Stl CL SAVANNAH I a, �6� E I - ---- -- STA 1 +98. 30 12' LT I ;I = i EOP EL=3241.94' ,, v I' R 25. 00' FOC ,I 1 o N � o STA 1+96.80, 37' RT BEGIN CURB RADIUS FL EL-3241.81' 33. 5' -t ono" 'O TO BOC i CL TC BOC I I I I I I CL 114TH ST. I I I PROP EOP- I I I CL 114TH ST. STA 41+72.70 CL EL=3242.56' II I I I I I I 33.115' CL T01 BOC II I I SW 10, SW 11.5'--1 liiio� a HORIZONTAL: 0 10 20 VERTICAL: 0 2 4 1 1 4TH; STREET 3,246 --------- 1 1 TDHG S REET 3,246 ------ ................................................................ ........ .---------- -I-------- -------- -------- -------- 00 V m Ln. ^ M M os m N o c0 v � 3,244 x v m Lo Q: 6" PORTLAND co N 3,244 vi v u� - CEMENT CONCRETE ° N ........ .... ... ..N ....................................,.........,.........,.........,........ ti N N + N N . .. ., PAVEMNT ETO PR a -....... ...... OP (REFER 1 144TH Ln w ; +I a, PAVING TIE-IN a w rn to W PLATE N0. 38 7) 3,242 v~; ; SEE ROADWAY DETAILS vv)) w : 2.00% ; — 6" HMQC 3+242 ........ ................................. ....... . — . ... ... .. . . EX — — 12" FLEXIBLE BASE ; GROUND I -III== _= --- _ - 12" COMPACTED SUBGRADE II -III II-III�II-III=.=III=III=III ." TO PLATE 38-7) I-11 _ - - - _ _ _ =III=III=III=III=III=III=III...................:.::::.::..:.:............ IEIII=IIEI11= III=IIEIII=IIEIII=IIEIII=III= MERLE _ _ - _ ' -I¶ 'SUB (REFER III=IILIII=IIL-III-III=IIEIII-IIEIII:...::...... _ _ .•' _ =W= =W- -W= =W= =W= =W- _ -_ -_ -_ - - - 111=11 �111=I I III=III=III=III=1 12" COMPACTED 3,240 =III-11=I I=I I I -I - - - - I- , - 1�1I-11-11=11�1IaIL=11aI1?IIaIaIaII 3 , 24 0 .... :. ---------------'-- :... .. ...... ..... .... ----- ..... ...... ...... ...... - - - = - - - W 1�IhI-11�ILHIElhl-11 ....... r - 0.507. CL EL 11-III-IIL= - - ;> 0.50% = 3241.67' 3,238 1 CL EL' ' 3, 238 :........:........:........:................................. .... .... - 5g FLOWABL:E FILL FLOWAbLE FILL: CULVERT NO. 5 3,236 1 - 6' X 3' BOX , : 3,236 ....... i...................--------'....................................... ----STA-;ia-54:83 i . i........ ................. ........ ... . . . .. . . . .... . . . . . -. ..... . ...... ...... ...... ....... EL �.236.73' 3,234 o a 3,234 ......:........:........:........:.........'---------'---..................................... z:z....... :. = 1.......... ... ...... ----- ----- ----- ------ ...... ...... ....... o,Q > CD' Q 3,232 W:THIS 3,232 ITEM WILL NOT BE PAID FOR ......� ----------------a,;m----...;........ ........ .. .. --os.t,-------... ... -:- DIRECTLY BUT SHALL BE CONSIDERED r co: co:w m•m ; SUBSIDIARY TO CONSTRUCTION OF BOX CULVERTS. N N N N N . . 0+50 1+00 1+50 2+00 2+50 Z�.F E OF F -LESLIE P. BRU_CE j 97360 11/17/2021 LuC Lu LU >O Q O �/ ~ rery 13-Y U Z o acl 0 ` Lu11Lu LL 0 U) U) a z O w D z U� a Lu O = N Q z LL z Lu J z pp 3 W z z � 0 � ^xU U 7V SHEET 7 OF 10 PROP RAMP � I „ I 42.5'I I 1'O TO E�p P .... 1 x STA 1-33.00, 41.23' LT BEGIN CURB RADIUS\ o BEGIN SAWTOOTH CURB FL EL=3243.27'��a; , I � � m G1--- i --G I R 25.00' FOC -- G2 --- - -L -- o, STA 1+36 66 16' LT pl FL EL=3243.32' N ¢ 114TH ST. � STA 47+94.73 ~pp CL RICHMOND C EL=3244.14' 4 PRIVIT I DRIV(a A i ------�----- b� WWI WW1 WW1a�-r W 1 N I i CL 114TH ST. ' i I STA 1 41. 19, 15. 24' RT FL EL=3243.37' / I / EX VALVE l Q;I TO BE ADJUSTED TO FINAL GRADE N 0o I •� � STA 1 +44. 81 , 40. 45' RT I MATCH EXIST BEGIN CURB RADIUS l EX FL EL=t3243.41' I I I I I I ' 1 ° 146' 05�_ 01, —�195.71�E I I I I I , I I� I 8 MATCH EXIST DRAINAGE FLUME/OUTFALL EL=±3242.20' STA 1+58.29, 16' LT END CURB RADIUS END SAWTOOTH CURB FL EL=3243.31' PROP RAMP STA 1*71.95, 16' LT FL EL=3243.51' EXIST ROW _ ----------------------------- E2 STA 1+75.83, 15.47' LT MATCH EXIST - ---EX FL EL-±3243.57----------------------------- ---------------------------------------- vi � a+ ti M � ...... --------------------------- - -RICHMOND AVE STA 1+75.83 MATCH EXIST yU CL EL=±3243.82'_W1 O +------------ - - - - -- O / �I sEX RAMP 1 /� ( / h ANDPED SIIDEWALK II I' - TO REMAIN II o: II �� PROP BACK OF CURB II I' TO MATCH II I EX SIDEWALK liiiio� a HORIZONTAL: 0 10 20 VERTICAL: 0 2 4 ----------- ----------------------- -------------------- EXIST ROW — STA 1.75.83, 15.24' RT MATCH EXIST EX FL EL=t3243.67' NOTE: — EX MANHOLE 1. CONTRACTOR SHALL PRESERVE ANY TO BE ADJUSTED EXISTING ELEMENTS TO REMAIN. ANY TO FINAL GRADE DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE MISCELLANEOUS DETAILS FOR DRAINAGE FLUME TIE-IN. CONCRETE ASPHALT 3,250 I . --------•--------•- I 3,250 3,248 --- ---------------- CL 114TH •--------- .......... ,.... .....,.........,. STREET EDGE OF 14T E 1 H STREET ..... ...... ...... ...... ...... ...... 3,248 ....... v ' N 3,246 o v Q v 6 : PORTLAND CEMENT: r 3,246 --------• .................:..............................N............ . ..... ...N.ri.l...�. ti.. CONCRETE PAVEMENT..-X-'C'.v... ...... ...... ....... ...... ...... ...... ...... ...... PROP N v (REFER TO PLATE ' w N ' a M 114TH Ni N NO. 38-7) u + 3,244 N w z ;F J w a w M Ln w PAVING TIE-IN SEE ROADWAY DETAILS 3,244 ........ -1-.- ,N w - - - - - --- - - - -L---I-IL---I -� ....... ..... . ...... ...... ....... EX GROUND 12 FLEXIBLE BASE L-III�IL-III�IL-III�IL-III L- III�--I-L--II-L -I II S S 2' COMPACTED SUBGRADE1(RFER TO PLATE 38-7) 3, 242 _ _ - - - - II-III=111tlll=III=III=III-III=III=11EI11- 3, 242 ;J2."..COMPIAC7ED. SU GRADE- __ ` _` =111 :. --IIII1=1I1=III=III=III=111E11-= _ Ill�ll- IfI I'I �- I L-III=I I L-11�11191 L-I I�-111911_I I I I I_I --_= . . . - . . . • I I-1 I L==III-1 I L=I I L=III=III=III 3,240 3, 240 3,238 o;Z . 39238 ........ :........:........:........'........... '.'.'.'... .'.'.' z.0...... .'. ..'-----'---------'--- ----- ..... ...... ..... ..... ..... ..... ...... ..... ..... ...... ...... ...... ...... ...... L'u LD 3,236 ........ ............................................................. w;L4 K'o..........................................�_�......._.................... t9�N ... ... .•.. ..... ...... ....... ...... ...... ...... ...... ...... ...... oi,v 3,236 ....... N N �;� N N ,v 0.50 1.00 1+50 2+00 2.50 P" ZE OF T �\1 F -LESLIE P. BRUCE j 97360 ; W� 1�Fy:. CE ry ...........� ,�170NAL E'N' I1/17/2021 Lu WLLI >O Q O �/ ~ 0_ Cr Q-Y U =u' z a0 w W ` �� LLI LU 0 (n U) z O w Z) z w U U z z Q W J = Z M N n \ J = W m Q U Q a 79 SHEET 8 OF 10 I I I I EX ELECTRIC POLE - TO REMAIN EXIST PUBLIC UTILITY EASEMENT III II MATCH EXIST Z III I- II—L, C2 C2 --- C2-----C2--- - - - - - - - - --EXIST ROW - -' OF: W1 OE O xo j PROP 6' SIDEWALK I I I' I I II I I w� I > o Q Y I I /� f - / C2 - � C2 —L-C2-4 EX PULL BOX / PEDESTRIAN SIGNAL BOX C2 TO REMAIN �'BE y i TO REMAIN �1 MATCH EXIST EX CURB TO REMAIN EX WATER VALVE - - - - - - - - - - - - - ir TO REMAIN = - - EX GUY WIRE TO REMAIN ti 0 PROP CONC MEDIAN NOTE: 1. -----------�---------------------- 114TH STREET ---------------------------------------- 57.00 CL 114TH ST. W1 W1 W1 W1 W1 W1 - - W1- - —EX WATER MANHOLE --------------- TO REMAIN---" L = --Gi------G1----G1 -----G1----- G1 G1----G1--- PROP CURB ----__ ---- �y�.yS70L■L�� CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENESE. LEGEND DRN_ DRAINAGE FLOW ARROW CONCRETE ASPHALT PROP gg 5' SIDEWALK EX UTILITY POLE C4 — C4 — -- TO REMAN STA 57,69.46, 54.80' RT MATCH EXIST EX FL EL = t3244.01' MATCH EXIST BOC EL = ±3244.45' C4 y W1 W1 W1 W1 EX ADA RAMP w TO REMAIN EX TRAFFIC SIGNAL POLE TO REMAIN _ 3 STA 57-69.60, 42.66LT ,, EXIST CONCRETE EDGE o IMATCH EOP EL=±3244.34' SEE PAVING TIE DETAIL ON ROADWAY DETAILS STA 57+69.72, 11' LT END PROP CONC MEDIAN I I I co co cv 1 w � w 0 a cn 5�- $+00 - — - — - — --- - — - — - — - \__— STA 57+69.71 I STA 58.64.66 END PROP ROADWAY IMPROVEMENTS CL 114TH ST I MATCH EXIST W1 W1 - - W1 W1 rL EL=±3244.22'� i U EX CONC PAVEMENT LIMITS MATCH EXIST SEE PAVING TIE DETAIL I EX SEWER ON ROADWAY DETAILS MANHOLE TO o REMAIN - WW1 I' � WW1 N V`1 WW1 I WW1 � I IW � --- STA 57+69.46, 53.40' RT C-G1- --G1----GI--- I MATCH EXIST CONCRETE EDGE EOP EL=t3243.99' 3: i EX GAS VALVES I _ EX CURBI TO REMAIN TO REMAIN o x I w. � w -- G2 - a -- _ 2 OE, e _ \\ F C4 MATCH EXIST ST, \I I OE -EX ADA RAMP TO REMAIN --- —C4-- C4--j--r— w TS1 — w -'Sl— > al -04 I EX TRAFFIC w SIGNAL POLE Y ' TO REMAIN IJ I I I I I ❑ s WZLu N �a� L o0 Z o �Pi g z N F 0 10 20 G - ■� w ZE OF T \\\ F -LESLIE P. BRU_CE j 97366 !!� .......... 0,:A 6N�' 11/17/2021 Lu W Lu >O Q O �/ ~ w O IL -Q U Z C7 a0 `W W Lu LlJ 0 U) U M N n 7. _ W x z SHEET 9 OF 10 NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENESE. LEGEND DRN DRAINAGE FLOW ARROW CONCRETE ASPHALT I I REFER TO CULVERT LAYOUT NO. 10 FOR PLAN & PROFILE I EX STORM DRAIN F- TO BE REMOVED., I I PROP STORM INLET - EX STORM PIPE TO BE TIED TO PROP STORM INLET STA 4,92. 75, 44. 50' RT - BEGIN CURB RADIUS BOC EL. =3255. 90'/' 0 I.^ EX STORM PIPE l TO REMAIN / RELOCATE EX PULL BOX EX UTILITY POLE / TO REMAIN / U EX GAS VENT I TO REMAIN PROP RAMP (TYP.)-' __EXIST ROW ____ _ ______. STO OE SEWER EMANHOLE TO REMAIN _ / -I ------- - - -------------------- Via« EX SIDEWALK MATCH EXIST ------EX CURB-- -------------------- DRN STA 5-21.69, 84.26' RT MATCH EXIST BOC EL.=±3256.49' -----------------------=------------------- MATCH EXIST LIP EL.=±3255.99' EX BOX CULVERT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SLIDE ROAD _ - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -I--- -------------------------- - - - - U - - z 50'I EXIIST R W-EXI I T ROW I I 55' EXIST ROW-CII 1 I I I IEXIIST ROW I II I I I T II 114TH ST. TEX STORM PIPE L - \ TO BE REMOVED & (REPLACEld D WITH PR \ / I STORM PIPE I -— -- - - --= 1 II I I 777-\ 170-�--- -- _b0 _- I I I I I II \\\ \ Val_ (-- ----- —_L------ -----------�\\\i -- \ RELOCATE TRAFFIC yll l _LnSIGNAL \ - - - -- - POLE - R 39. 50' BOC -1 I 8 $ LuZ Wu-)= I �a' U O= L ocn C U< a I M ] °z 0 10 20 ^ = a m ' doo o Q) - N F I' v� 0 a 0 v PROP STORM INLET I I - PROP STORM INLET of EX STORM DRAIN*+ *1 TO BE REMOVED �__LESLIE P. BRUCE & REPLACED WITH Ij�:, 97360 Wi 0 PROP STORM INLET 1to,:%t/ I STA 4.72.50, 33.50' LT BEGIN CURB RADIUS BOC EL.=3256.00' ��' 11/17/2021 �) I !SEX FIBER 1NDHOLE I REMAIN & SIGNS TOO REMAIN � / OE 0' R 29.BOC RELOCATE PEDESTRIAN RELOCATE PEDESTRIAN - \ ^, SIGNAL BOX I SIGNAL BOX EX PULL BOX TO REMAIN EX GAS VENT TO REMAIN EXFIRE -EX WATER VALVE TO REMAINYDRANT TO REMAIN EX WATER VALVE _ --- - -TO REMAIN - - -- EXIST ROW I _ -- OE =---- - - -- ------ - - - - - - wl MATCH EXIST- — wi EX SIDEWALK J- - - - - - - - - - - - - - - - - - - - - - DRN EX CURB �II I� l II II I I - -- -- STA 5-12.00, 72.91' RT----- - - - - -- EX GAS VALVE MATCH EXIST TO BE ADJUSTED BOC EL. = ±3256.55' TO FINAL GRADE STA 5�23.59 PROP CONC TO END CURB RADIUS of III IL END ALTERNATE #4 EX CONC TIE IN SAWCUT AND MATCH EXIST SEE ROADWAY DETAILS STA 5,23.59, 72.90' LT TRAFFIC III I CL EL.=±3256.14' II SAWCUT AND MATCH EXIST SIGNAL POLE II I PROP CONC TO II I I-' -- EL.=±3255.90------------------ -TO REMAIN II EX CONC TIE IN II II SEE ROADWAY DETAILS II II II III II II II I_ II II � II II I r I II �II� III II, I � II II I I , II II I I STA 5.67. 16 41 II CL 114TH ST II II GL SLIDE ------ RD. oI I I 11 �I —-I�r— II 1 -— — I � PI 5.67. 16 — - — — — — — — - — II II I I*------------------- — - — �-I-— �'— — SLIDE ROAD — — — - - — — — — — — — — — — - II �I - Lu W w >O Q o �/ ~ w O IL - Q U Z 0 a0 `W w W 0 U) N F- Z O V <w aw W Q wZ wz } ow w J �Q Z M N n � - w z 81 SHEET 10 OF 10 1 1 4TH STREET O U uJ 0 0 V z /' 0000 00 B PROP 1 0' SDWK B ^ = a m 0000 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — = PROP SDWK 0 5 10 B EL=3257.00' B a 21. 7' / 79. 64'SDWK ti ^ax - / 00 ELP30256.11' I \ �'I )o I PROP FLOWLINE S m PROP - - - - - - ---------6"x24" TOE WALL------------------ STORM / 6"x24" TOE WALL � EXIST ROW SEWER FLOWLINE� /'� EX TOP EL=3253.55' I � 1 EL=3249.58' ` - I EX 3255. 44 J /" i - - - 7 - - / �i \ \ C C �* - LESLIEP.•BRUCE ' 6"x24" TOE WALL t' ';""' 97360i MATCH EXIST EL=±3255.43' B / PROP FLOWLINE i/ �EL=3253.87' / 6"x24\ TOE WALL \ O I I ��Fy..E.....i� D ii \\ 9ti CHANNEL,��:FN�I:PROP 1/17/2021 EL EX TOP7iii \ \ \ &ace- 1 �� .- EX FL EL 7f:.:F EL=3254.62' =3249.64' \ EX CONC \ \ \ STA 6 81.25, 80' RT MATCH EXIST�G EL=±3249.54' EL=3249.69' U) --"I' r- - - --- -- --- EX TOP- --------------------- 18"x6" TOE WALL �-EX FL EL I �N 3249.60 DRN 1 p EL=3254.60' _ IN PROP EL 1 1 l o LL II - - p \\ 3254. 35' _L- O= r F A? \ f D 6"x24" TOE WALL ...SAWTOOTH 1 LEX-I CURB TO REMAIN MATCH EXIST I PROP FLOWLINE EL=±3255.42' EL=3253.98' D w 9. MATCH EXIST 84i EL=±3255.73' 11 ap O� v 11 0 \ 6"x24" TOE WALL FLOWLINE � I w z 11 C o I II iii J— — — — — — — — — — — — — — — - EX EL = ±3256.05' ±7 89' Y A 11 w o MATCH EXIST MATCH EXIST 11 1 EL=±3255.51' EL=±3254.01' I II I I 111 I DRN STA 7.30.91, 80' RT DRN EL=3249.02' �MATCH EXIST ' EL=3249.58' — EX TOP EL=3253.59' Nf PROP FLOWLINE EL=3250.08' 93. 73' P� p I 6"x24" TOE WALL 'EL =3249.69, J 0 co � N V C C A A MATCH EXIST EL=±3253.38' 6"x24" TOE WALL DIRE LEGEND NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY CONCRETE DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE ROADWAY PLAN & PROFILE SHEETS ASPHALT FOR DRAINAGE CHANNEL FLOWLINE. 3. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATON 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 AND 10 OF 10 FOR SECTION A - A, B-B, C-C, D-D, E-E, F-F, G-G, I -I, J-J, & K-K. DRN = DRAINAGE FLOW ARROW LuLu a ae � W W O ~ OQ EC O a-Y —Q U Z 0 a0 LU o ` �� LLI w 0 U) U J M N n \ J = w a a U i 82 SHEET 1 OF 10 -------------------------------------------- ------------------------- 114TH STREET ---------------------------- ❑ s J " Wzgi Lu a ° ° U o ° L o0z o o o ° O cn PROP 10' SW o o 0 PROP 10' SW p B o o o B ° o° 2.6 �Pi g z N F B B 0 5 10 "ea rL DRIVEWAY N0. 7 �a LAYOUT REFER TO DRIVEWAY FOR MORE INFORMATION - N S I I o I IF EXIST ROW EXIST ROW I N I ti u l a f Ln 0 3 ui I i� _ Ln tll �F OF T \\1 tU < t0 I a0 O Lu C C d o .................._.....:...�/ LLI �.ESE P. BRUCE j PROP EL 0 REFER TO CULVERT B B C PROP EL C �� 97360 !!moo•, ll�Fy!cErysE: PROP EL I - 3247.82 LAYOUT N0. 7 FOR MORE INFORMATION = 3247.52 PROP EL I ,�i"ONAL Er = 3248.04' STA 9 +03.67, B 80' RT B STA 9+96.67, = 3247.46' 80' RT 11/17/2021 _ _ _ _ _ _ _ _ _ _ _ _ PROP EL = 3247.32' PROP EL 3246.85' 1.00% 0.56% — — — — — — — — — — — — — — — — 6' X 3' BOX- — — — — — — — -- —- — - — -- — -— -— - —- —- —- Lu a x STA 8+93.67, 80' RT -- ------ _ _ _ _ _ _ _ - Lu W > > O r PROP EL =-3247.37' -- -- --- '— - ------ - - - - -- ww �•O PROP EL PROP EL d W � Q u PROP EL I = 3247.82' �� �� = 3247.52' I PROP EL (� = 3248.04' C STA 10-06.67, 80' RT = 3247.46' z 0C I PROP EL = 3246.79' Q F- G w� w I i I Ld Hof i 4 a i �J U) U) >i F-� 6" X 24" TOE WALL 6" X 24" TOE WALL A I I MATCH EXIST MATCH EXIST MATCH EXIST A MATCH EXIST (n EL=±3252.44' EL=±3252.20' EL=±3251.92' I EL=±3251.74' J DRNG ESMT DRNG ESMT O A Lu > 0 j Q >> I � o NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. M 2. SEE ROADWAY PLAN & PROFILE SHEETS N FOR DRAINAGE CHANNEL FLOWLINE. LEGEND m � m 3. SEE INTERSECTION LAYOUT SHEETS FOR \ W z z MORE INFORMATON W CONCRETE o 0 0 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 & 10 OF 10 FOR SECTION A -A, B-B, C-C, D-D, E-E, F-F, G-G, I -I, J-J, & 83 K-K. ASPHALT DRN_ = DRAINAGE FLOW ARROW SHEET 2 OF 10 ------------------------------------------------------------------i------------------------------------------------------ 114TH STREET ❑ 8 WZ " Lu �H 00 0 L 0 0 o Q !f1 PROP 10' SW oo o PROP 10' SW o i o B 0 o 0 B ^ °° o° o o° oPi g B B I 0 5 10 — 4�� „z!Ln rL DRIVEWAY NO. 8 o w REFER TO DRIVEWAY LAYOUT FOR MORE INFORMATION - 1 S -------------------------------------------------------------------------------------------------------------------------- --- - - - - - - - --------------- r EXIST ROW EXIST ROW l a f 3 0 3 " " a I I.FOF T \\\ a0 da i..............................:....1 Lu C C 97360 0 REFER TO CULVERT B B C C 1lpo•, PROP ELZ LAYOUT N0. 8 FOR PROP EL !�\FS �CEry PROP EL I = 3246.53' MORE INFORMATION = 3246.09' PROP EL I ,�i�o�: Er = 3246.75' B B = 3246.22' 11/17/2021 - - - - - - - - - - - - - — _ STA 11+44.67, 80' RT STA 12-37.67, 80' RT _ PROP EL = 3246.03' PROP EL 3245.59' 0.56% 0.37% - — — — — — — — — — --- -----------6' X 3BOX--— -— - — - — -— - — -— —— - — - — -—--—-—-—- — - — - —- Lu a — _ , � x - - - - - - - - - - - - - - W STA OP EL 67, 86 RT - - - - - - - - - > > 0 r LW PROP EL = 3246.08' -- ------------ — ram_ ----------------- Q - - - - - - - - - - - - - - — - - - - - - - - - - = = --- a W O PROP EL PROP EL - - - - - Q U� = 3246.53' = 3246.09' PROP EL I �� �� I PROP EL (� = 3246.75' = 3246.22' Z C! C I C STA 12+47.67, 80' RT PROP EL = 3245.55' Q 0 C C a0 fw LuW w I I la >i I I =� 6" X 24" TOE WALL 6" X 24" TOE WALL A MATCH EXIST I MATCH EXIST MATCH EXIST MATCH EXIST EL=±3249.93' H L EL=±3250.28' U) EL=±3251.03' EL=±3250.87' - - - - - - - - - - - - - DRNG ESMT DRNG ESMT O A i H Lu Z I 0 Q I EX BRICK WALL TO REMAIN w Q � NOTE: I 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. I M 2. SEE ROADWAY PLAN & PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. LEGEND m m 3. SEE INTERSECTION LAYOUT SHEETS FOR \ W z z MORE INFORMATON W 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 & CONCRETE 10 OF 10 FOR SECTION A -A, B-B, C C, D-D, E-E, F-F, G-G, I -I, J-J, & K-K. ASPHALT 84 DRN_ = DRAINAGE FLOW ARROW / SHEET 3 OF 10 1 - - - - - - - REFER TO MISCELLANEOUS- DETAILS FOR DRAINAGE 114TH STREET ❑ FLUME NO. 1 \ ` IN W z ` W LL �a� 0o I o0 0 \ � o° i o V o o o 0 \ '' T °o 00 oo PROP 10, SW o \ 0 \ oo PROP 10' SW / o p i 00 °o 00 00 0 \ CL VICKSBURG AVENUE B o \ REFER TO INTERSECTION / 00 / o° B a m ^ °o o° o° o \ LAYOUT FOR MORE INFORMATION O° o \\ /' 00 / O'c ^ /� LL g - \ LB \ / / B 0 5 10 a PROP EL 3247.19' 11 I 8 --- ----- ------ -------------------- EXIST ROW ------------------------------------- / EXIST ROW I \ I I / � I \ w I N Z w / I > f \ v, > a / Q > \ o ? mcr o / CC I C C B B PROP EL REFER TO CULVERT PROP EL PROP EL = 3243.68' �i II 1 > LAYOUT NO. 1 FOR MORE INFORMATIONI I = 3243.19' PROP EL = 3243.89' B B I I I1=3243.33' I STA 18.89.56, 80' RT 1 I STA 19.86.56, 80' RT _ _ PROP EL = 3243.18' �I ;' �I PROP EL = 3242.69' I I STA 18,79. 9I9, 80' RT =J -= PROP EL =-3243.22'-= PROP EL� = 3243.89' C �i 6" X 24" TOE WALL - MATCH EXIST EL=±3247.64'� 0. 37% I I I I I I - - — _- -- --_ - ----=-=c.=c.=c.=r-===6' X 3' BOX :.=:.=:.=:.=:.=:—.-.—.-.-- - -- — - - - — - - II PROP EL - - - - - -. - - - -i - - - -------------------- - - _;L .. -iF - - - - / / PROP EL J 1 = 3243.68' �� -I r-� r------------- ---- - 1 —� = 3243.19' II I I I I I o 0 o '1 STA 19.96.56, 80' RT o '1 PROP EL = 3242.67' II °o°oobII1 II d I I 0 oo° 1000 PROP ELI PROP EL 324.07'I 3\7. 90' PROP ELI PROP EL \. 0.22% T C — — — — /—3248.0A I = 3247.96' '\ H J - ---- - - --- - -- - DRNG ESMT H EX BRICK WALL TO REMAIN NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY EX ALLEY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE ROADWAY PLAN & PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. LEGEND 3. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATON 4 SEE RIPRAP DETAIL SHEETS 9 OF 10 & - CONCRETE 10 OF 10 FOR SECTION A -A, B-B, C-C, D-D, E-E, F-F, G-G, I -I, J-J, & K-K. ASPHALT DRN \ = DRAINAGE FLOW ARROW F- II I I I I I I I I I _L I I \ I I \ I I \ I I \ I I \-- PROP EL = 3243.33' ❑E C w� � W 6" X 24" TOE WALL MATCH EXIST EL=±3247.94' DRNG ESMT H I EX BRICK WALL TO REMAIN EX ALLEY I JJ - I ---------------------------------------- / EXIST ROW .� OF �.LESLIE P. BRUCE j !i i'. 97360 W� !! o.(/CE 11/17/2021 W LL1J 0O Q w OIL ILL! - Q U Z o a0 LU ` �� LLI w 0 cu/0) (un) v U) J Q w Lu w Lu Q 0 CD ry / m GL U) U M N \ J = W W 85 SHEET 4 OF 10 REFER TO MISCELLANEOUS DETAILS FOR DRAINAGE \ FLUME N0. 2 \ 0o 0 00 0 00 0 �B PROP EL = 3244.57' --------------------� EXIST ROW w o 00 0 o 00 0 00PROPPROP 10' SW 0 00 0 0° B ° 0° r ° 00 O �B PROP EL = 3244.57' --------------------� EXIST ROW w 1 1 4TH STREET �' ❑ " Lu 801 \ WW. 0 \ 00 = O U o \ ' oo L 0 \ 05 �0cn w - o - - - - - PROP 10' SW01 O o o o \ / 00oo 4 m ° \ , ° 00 rn F - 5 10 "z a C UXBRIDGE AVENUE / - \ REFER TO INTERSECTION \\ LAYOUT FOR MORE INFORMATON B I S I / Z /,' EXIST ROW I IV, -� � Lu Q / I a PROP EL t° I w O \, / 1 C C 1 I = 3241.72' ! \ ao 0 0 STA 27-39.80, 75' RT a a / 1 PROP EL = 3241.04' PROP EL PROP EL 3241.52' B X REFER TO CULVERT B B = LAYOUT NO 2 FOR STA 27+49. 30, 75' RT - - - PROP EL = 3241.02, I; 0. 22% PROP EL III -- r PROP EL71 - -- = 3241.52 - - - - -- Ali -- I -- - - - - - - - - - - -----.- 11�---- II I C I C w � I 6" X 24" TOE WALL IMATCH EXIST EL=±3245. 92' — � I, _� II I, PROP EL = 3245.56' \ 'I \ / / I I / PROP EL H /' 3245.62' B MORE INFOWATION / ' = 3240.93' PROP EL ---IT--J-----------------------�-----------------------L-T�----- I ST A 28+67.30, 75' RT PROP EL = 3240.43' II I 0. 27% - -r-- -- ---- ---- -- -- - -- -- -- 6' X 3' BOX - - - -- -- ---- -- - - - --- -- -i4 - - -- - - - II II I — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------- =---------- _-1 - ---- -----__ II PROP EL 3240. 93' _ - - - PROP EL - II STA 28+77.30, 75' RT=3241.07' - -I 1 PROP EL = 3240.40-- - - - - - ----- E..-.-... -------- 0 I 0 0 0000 1 : 00 0 P Op10 o I I; C I PROP EL all =1 3245.34' 6" X 24" TOE WALL I I \ �PROP 3245.40\'`� H ELA±3245TCH X77T \1 DRNG ESMT H _ , EX BRICK WALL TO REMAIN I I NOTE: I 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S 1 EXPENSE. 2. SEE ROADWAY PLAN & PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. LEGEND 3. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATON 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 & CONCRETE � 10 OF 10 FOR SECTION A -A, B-B, C-C, \ D-D, E-E, F-F, G-G, I -I, J-J, & \ \ K-K. ASPHALT DRN = DRAINAGE FLOW ARROW i �.LESLIE P. BRUCE j 97360....i 11/17/2021 - - w ,, x LU L1J W Q 0 F IL w w C)ILY U -Q Z 0 � C w Lu �� LLI W 0 U) Ulow S — — U) - - - - - - - - - Q LL' DRNG ESMT z H Lu w Q EX BRICK WALL-/ (DLu TO REMAIN ❑ Q m I � x EX ALLEY I I I N z ------- -- - --- o 0 o U / EXIST ROW 86 / I I / SHEET 5 OF 10 PROP EL t° I w O \, / 1 C C 1 I = 3241.72' ! \ ao 0 0 STA 27-39.80, 75' RT a a / 1 PROP EL = 3241.04' PROP EL PROP EL 3241.52' B X REFER TO CULVERT B B = LAYOUT NO 2 FOR STA 27+49. 30, 75' RT - - - PROP EL = 3241.02, I; 0. 22% PROP EL III -- r PROP EL71 - -- = 3241.52 - - - - -- Ali -- I -- - - - - - - - - - - -----.- 11�---- II I C I C w � I 6" X 24" TOE WALL IMATCH EXIST EL=±3245. 92' — � I, _� II I, PROP EL = 3245.56' \ 'I \ / / I I / PROP EL H /' 3245.62' B MORE INFOWATION / ' = 3240.93' PROP EL ---IT--J-----------------------�-----------------------L-T�----- I ST A 28+67.30, 75' RT PROP EL = 3240.43' II I 0. 27% - -r-- -- ---- ---- -- -- - -- -- -- 6' X 3' BOX - - - -- -- ---- -- - - - --- -- -i4 - - -- - - - II II I — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------- =---------- _-1 - ---- -----__ II PROP EL 3240. 93' _ - - - PROP EL - II STA 28+77.30, 75' RT=3241.07' - -I 1 PROP EL = 3240.40-- - - - - - ----- E..-.-... -------- 0 I 0 0 0000 1 : 00 0 P Op10 o I I; C I PROP EL all =1 3245.34' 6" X 24" TOE WALL I I \ �PROP 3245.40\'`� H ELA±3245TCH X77T \1 DRNG ESMT H _ , EX BRICK WALL TO REMAIN I I NOTE: I 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S 1 EXPENSE. 2. SEE ROADWAY PLAN & PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. LEGEND 3. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATON 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 & CONCRETE � 10 OF 10 FOR SECTION A -A, B-B, C-C, \ D-D, E-E, F-F, G-G, I -I, J-J, & \ \ K-K. ASPHALT DRN = DRAINAGE FLOW ARROW i �.LESLIE P. BRUCE j 97360....i 11/17/2021 - - w ,, x LU L1J W Q 0 F IL w w C)ILY U -Q Z 0 � C w Lu �� LLI W 0 U) Ulow S — — U) - - - - - - - - - Q LL' DRNG ESMT z H Lu w Q EX BRICK WALL-/ (DLu TO REMAIN ❑ Q m I � x EX ALLEY I I I N z ------- -- - --- o 0 o U / EXIST ROW 86 / I I / SHEET 5 OF 10 DRNG ESMT H _ , EX BRICK WALL TO REMAIN I I NOTE: I 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S 1 EXPENSE. 2. SEE ROADWAY PLAN & PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. LEGEND 3. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATON 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 & CONCRETE � 10 OF 10 FOR SECTION A -A, B-B, C-C, \ D-D, E-E, F-F, G-G, I -I, J-J, & \ \ K-K. ASPHALT DRN = DRAINAGE FLOW ARROW i �.LESLIE P. BRUCE j 97360....i 11/17/2021 - - w ,, x LU L1J W Q 0 F IL w w C)ILY U -Q Z 0 � C w Lu �� LLI W 0 U) Ulow S — — U) - - - - - - - - - Q LL' DRNG ESMT z H Lu w Q EX BRICK WALL-/ (DLu TO REMAIN ❑ Q m I � x EX ALLEY I I I N z ------- -- - --- o 0 o U / EXIST ROW 86 / I I / SHEET 5 OF 10 REFER TO MISCELLANEOUS DETAILS FOR DRAINAGE 114TH STREET ❑ s FLUME NO. 3 \ W Z A N - 0 I \\ j _ ° ° o ° 00 00 \ \ 00 00 , L 0 0 00 oo ° o0 PROP 10' SW 00 o PROP 10' SW o 00 TT o o 00 00 \\ 00 , i n z o 00 00 00 \ 00 4 0° I ° B o go B ^ Iip - 0 0° o° \ - ______ _______--- -- _-------- - - - - -- - _ =oF cu B \\ BI 0 tq 5 10 t - o \\ / w n a r- — — — — — — — — — — — — — — — — — — — — —W �\\SOUTH TOPEKA AVENUE --------------- - - - - -- _ _ _ _ _ _ _ _ _ \ REFER TO INTERSECTION LAYOUT FOR MORE INFORMATION I 8 ' I 1 1 I--- - � \\ � B B_---- L_ m - ---- -�-------------------- _ � � __ __ __ __ __ __ 1 \\ \ \ > 1 \\ a _ __ PROP EL \ w �// // r ' a S = 3239. 33' - \ B B \ > \ \ wp ap \ STA 35.37.31, 75' RT n a / PROP EL = 3238.65' LJ \ \ \ \ "' ~ REFER TO CULVERT / C I 0 �ZE'OF`TF �1 PROP EL �� PROP EL gyp.• + = 3239. 1 2' ao p LAYOUT N0. 3 FOR -7 = 3238. 71 ' I rs{t 0 N MORE INFORMATION / PROP EL �* tti 1 a � I I � � � I =3238. 86' �......................_....:....� STA 35�46.80, 75' RT'\ /' STA 36.29.80, 75' RT t�ESL197360 _ _ _ _ _ _ _ PROP EL = 3238.62' PROP EL = 3238.21' _ _ . - - ��. --T--- I 11 0.20% 11/17/2021 — — — — — — - — — - — - — -— — — 6' X 3' BOX- — — - — - — -- - - - ---=�J------------------I d— — 1 I �,D, _ 4--------------------------------- I\ — — — — — — — r — — — - - - - -+ - - - - - - - - - - - - - Z I I Lu Q I PROP EL I � II III 1 I PROP EL � W = 3239.12' 1 1 = 3238.71' W w 4 PROP EL t.�-_-=1 11r - I PROP EL > > O r ..E-------- ¢ 3239.31'/-/ -- _-------- -..::.=3238.86 O STA 36.39. 80, 75' RT re fY 3238O PROP EL = . 19' _ / , I a-w \ �Y v \ I ¢ -c I 1 I zc o wL Ww, f > � I I • I I_ _ _ _ 6" X 24" TOE WALL � � 6" X 24" TOE WALL _ - _ _ _ _I ,� - - - - i F- v MATCH EXIST MATCH EXIST I ; - - - - H EL-±3243.87= 1 J U) EL=±3244.22' I H _ _ _ _ _- - ---__ --- 0o00 J w -- - 00000 — z -------------------------------------- -- - --- --- ---- ---- Q - - - ---- - - - - - - - - - - - - - - w DRNG ESMT 00 0 o a H DRNG ESMT Q 0 Lu H l I/ I I I I I EX BRICK WALL 0 1 W EX BRICK WALL l I it TO REMAIN o TO REMAIN Q NOTE: / v� �_ O 1. CONTRACTOR SHALL PRESERVE ANY x Y EXISTING ELEMENTS TO REMAIN. ANY / `d DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. / k 2. SEE ROADWAY PLAN & PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. LEGEND 3. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATON 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 & CONCRETE 10 OF 10 FOR SECTION A -A, B-B, C C, D_D, E-E, F-F, G-G, I -I, J-J, & K. ASPHALT �' / \I // 87 DRN = DRAINAGE FLOW ARROW SHEET 6 OF 10 \ I I14THISTREET p 0 A °o \ GL TRAFALGAR AVENUE / o° ° \ REFER TO INTERSECTION o° po \ LAYOUT FOR MORE INFORMATION // o° PROP 10' SW °° `\ / oo PROP 10' SW pp \ / °o °o \ / o g oo \ / o° B p ` / °o o° \ /- - - - - -- ------------ - - ---- -------------- r -B7 -- -------------------- - - - - -- / // I I I // I I L - __-_ m - B -- B-- — — — — — — - --_- Ld > B B\\ \ a a STA 37+99.25, 75' RT \ a / \-\ % PROP EL = 3237.87' PROP EL REFER TO CULVERT--�E oF..rF�� PROP EL \ a LAYOUT N0. 4 FOR I q PROP EL = 3238.35' o = 3237.93' PROP EL I MORE INFORMATION �.. `•.+i = 3238.54' I �� a I 1 11 I /=3238.08' �....:................._....:....� ' - ---LESLIE P. BRUCE j STA 38+09. 25, 75' RT STA 38+94. 24, 75' RT - W _ gym•. 97360 tv; PROP EL = 3237. 85' PROP EL = 3237. 43'0F'�/CENSE�'���� 0. 20% I 0. 20% ----- — — —1L1-----6' X 3' BOX - — -— — — — - — - — -— - — LL Itl � Tt H ------------ z �... LU OP EL P EL PR 3238. 35' �I II = 323O7.93' I W LLI PROP EL I I ;- _-�I-------- �1--- I, I PROP EL > p = 3238.54' .... 1 - - - - - - - - I=3238.08' O Q r STA 39+04. 24, 75' RT ry ry PROP EL = 3237.41' d Y U \\ C I C / I >O d H C I C W0 a I i I Wo a'_� cn N 6" X 24" TOE WALL r =�_-- — — — 6" X 24" TOE WALL F-_ MATCH EXIST I ' EL=±3243.46' ---------------------------------L---------------H- IMATCH EXIST EL*3243.07= —— — — — — ---- o00000 _ -= ___--- UJ_i oo ---E- - - ---------- w>Q wSMT DRG ESMDRNG T W XBRICK WALL EX BRICK WALL Q TO REMAIN TO REMAIN CD LL Y Y NOTE: o 1. CONTRACTOR SHALL PRESERVE ANY w II w EXISTING ELEMENTS TO REMAIN. ANY II II II DAMAGE WILL BE AT CONTRACTOR'S II II EXPENSE. �I 2. SEE ROADWAY PLAN & PROFILE SHEETS II II N FOR DRAINAGE CHANNEL FLOWLINE. LEGEND II II II 3. SEE INTERSECTION LAYOUT SHEETS FOR h II II \ m MORE INFORMATON CONCRETE II o 0 0 4. SEE RIPRAP DETAIL SHEETS 9 OF 10 & II II II 10 OF 10 FOR SECTION A -A, B-B, C-C, II II D-D, E-E, F-F, G-G, I -I, J-J, & K - K.. 88 ASPHALT 'I I I I I I I I I �I DRN II II = DRAINAGE FLOW ARROW SHEET 7 OF 10 ❑ s N W" Lu O 0 L = cn a z o g ail z � F 0 5 10 v� C P O O a a a a U N 3 O� Qa j M �.. �N r� N E 0 L N YO / N 3� nr U� W 2W JO LLa EXPANSION MATERIAL WITH JOINT COMPOUND w TIE TO EX GROUND AT DRE 4" PROPOSED PER JS-14 SDWK EX GROUND I 5" CONCRETE RIPRAP 5" CONCRETE RIPRAP V4/�r a d VARIES . e .. a c e 44 BARS 1 8" 0. C. N d.'d 18, #4 BARS 1 8" V. C. E. W. 1 8 tt4 BARS 18" O.C.E.W. 6 CROSS SECTION A -A CROSS SECTION B-B EX BRICK WALL 6 CROSS SECTION C-C NTS NTS NTS 6 -I CROSS SECTION H-H NTS ISOLATION POINT WITH EXPANSION MATERIAL AND JOINT COMPOUND IF NOT POURED MONOLITHICALLY 5" CONCRETE RIPRAP VARIFc 18" OF WALL 5" CONCRETE RIPRAP SEE INSET A DETAIL THIS SHEET EX CONCRETE ° EXPANSION MATERIAL WITH JOINT COMPOUND PER JS-4 5" CONCRETE �5" CONCRETE RIPRAP VASES v ° O.C.E.W. tt4 BARS 1 8" 0. C. E. W. " N CROSS SECTION J-J NTS DRAINAGE CHANNEL OR DRAINAGE FLUME 44 BARS 1 8" 0. C. E. W. J CROSS SECTION I -I NOTE: 1. SEE NEXT SHEET FOR SECTION D-D, E-E, F-F, & G-G. JO LLa NTS #4 BARS 18" 5" CONCRETE RIPRAP 0. C. E. W. 6 CROSS SECTION K-K NTS EX PROP SDWK/CONCRETE RIPRAP a e q� ° 4 tt5 DOWELS ° ;12" 1 2" O. C. a' tt5 DOWEL DRILL o e 3/4" X 3 3/4" HOLE SECURE DOWEL WITH ,TY III EPDXY (CL "E" OR "F") INSET A DETAIL NTS :Ur UADIV14 ,TTRESS (12") N ❑8 WZLu L o0 z o g Q) z � F OF T `Nl t `v ! �.LESLIE P. BRUCE j ..7360 W i i I1/17/2021 H _ LuLu � ^ x W W N> O ~ w LL ILY U —Q Z 0 wW Lu w o U)U v U) J_ Q Lu W Z O Q U Lu N� U) L.L M W z z a i 90 SHEET 9 OF 10 SEAL JOINTS. USE EXPANSION MATERIAL AND JOINT COMPOUND #5 DOWELS 5" CONCRETE RIPRAP + 12" MAX SPACING. SEE INSET A DETAIL ON PREVIOUS SHEET. v AR 1� r z Z#4 BARS 1 8" 0. C.E.W. N Oad a 3 O 6° x w 4 a Ld J J a a 3 O x as Ld CROSS SECTION D-D SLIDE ROAD EX SAWTOOTH EX SDWK CURB SEAL JOINTS. USE EXPANSION MATERIAL AND JOINT COMPOUND DRN m d-------------- UNDISTURBED BASE/SOIL #3 BARS * 12" PROP TO 11 d EX 7' X 3' BOX CULVERT a d - - ° d. d ad CROSS SECTION F-F NTS NTS 13. 3' - 13. 5' 7. 5' MAINTAIN aRS 0. C. TOEWALL ❑8 WZ$ L o0 V a z o g Q) z � Flz 1. OF T `Nl �p ,1.,...�..... t ! �.LESLIE `v P. BRUCE j 97360 ;W i i !! 0•..(/�E I1/17/2021 &ce U) H LuLu _ x � W ^ W ~ >> LL O a-Y —Q U Z_ C! >O DOWELS 0 < F- 2 1 12" MAX SPACING. & SEE INSET A DETAIL 5/8" DOWELS ON PREVIOUS SHEET. 10 MAX SPACING. SEE INSET A DETAIL W LU LU IN ON PREVIOUS SHEET. SEAL JOINTS. USE 0 5" CONCRETE RIPRAP tt4 BARS 12" O.C.E.W. tt4 BARS 12" O.C.E.W. EXPANSION MATERIAL UjU) = ,n AND JOINT COMPOUND � #4 BARSa FLOWLINE D� RN 18 O.C.E.W. _ a VJ EX J HEADWALL Q (J as Q W FLOWABLE FILL Q w ABOVE EX BOX \ CULVERT ONLY. O SEE CROSS SECTION I-- F-F THIS SHEET. EX GROUND Q EX 7' X 3' BOX CULVERT w u) \ EX CONCRETE q a a' dq $d 4 q 4 Q. da aad _ q' q 4 pp 3 m CROSS SECTION G-G NTS EX TOEWALL a 91 SHEET 10 OF 10 JO LLa STA 10+81.05 - 8. 5' LT - - - PROP ROW --=c -- GE--�-- - - EXIST ROW - - ----- - --------------moo -_ -- -- il it - - - - I STA 1 0+73. 30, 8. 5' LT _ `^ EXIST ROW J� BEGIN CURB RADIUS 1 \ -t - - ---- ---- ---- ---- ---- ---- ---- ---- ---- STA 6+50.49 _ ---- ---- ---- --- --_'-OSE DETAIL A i ---�------------- BEGIN MEDIAN SEE MEDIAN N BEGIN TRANSITION STA 10NDTRA 7TI LT - - - - - -S{� g+�3, 30 _ END TRANSITION --------------------------------STA-L0�3-al-d-0=LT 3. 5' RT 4.5' RT 2' A 114TH STREET + --- ---- - - -- - - - - -- - ----------- -- -- ------ ------- --------------------- -- 0 R 1 _ Q N HORIZONTAL: 0 20 40 3 p A w,- - - , -w - - -w- - - w STA 10+73. 30 STA 10.79. 55 -w,- - -w, -w,- '- -w -w w - - - -w w, w, w, - w,- 5.5' RT - -0.75' LT \ i = J SEE MEDIAN NOSE DETAIL B Lu-=----w�------ 1 +---OL-------- STA 10+81.05 -- - -- G, -c+- - - - - -G, c, f�c _ - cs-----cs---- -- -- - CS -CS---- CS---- P" / 2,-�C4�_ -_-__-__-G2 __ E-__- x _-G3- _-__-G3____-G __-G2-__-_ Ca C4 __ G oe� - cb---L-- - ca __n.�__t�-,-ca��_ x------ Ecz- of B E of _ -------- - --cs -oE'-- e4 oc--_--z ° ------__-__-__-__-__-__- ___-__-_ ---- --------- EXIST °E v EXIST ROW r o 0 MEDIAN AT SLIDE ROAD �;"TF+9sr��1 .............................:..../ - 2Q�ER7ST-f6� -1- - �S1L7I907N3A6L 0zL t�'�% ---c_-- C2 wl OE OE.0 - - - - ------------------------- - - - - -E•NR�UC�J4- ����.11/17,/20.2.1 END TRANSITION - - - - STA 57+69.L73 STA 56+84. 10 - - - 19. 5' T - - 18.0' LT BEGIN CURB RADIUS - - STA 57+61.22 END MEDIAN � - - 1 8. 0' LT „ STA 57+617. 72 Z h ----------- ---------------------- ------------- BEGIN TRANSITION j11.0' 0 L BEGIN MEDIAN SEE MEDIAN DETAIL A STA 54+23.48 14, SEE MEDIAN DETAIL B I W W la++ STA 53+53.83 4.0' RT R 2' > > 5. 5' RT A 3' w p Q 1 14TH STREET BEGIN CURB RADIUS 5 5+00 END TRANSITION STA 57+61.WW 22 Z ��. STA 55+73.53 4.0' LT w Q U w, w, - wi - 4 0 LT w, - w,- - A w, - - - - - -w,- -w,r a z -- - - - ------ - -- - -- --- --- -- - - -- - - - - BEGIN TRANSITION - - - - - - - w Q F- ` STA 54+23.53 ------ 7.0' RT --- Q �� ---o-- ww, _ __ - -- -- - -o-- - - U W W m-------c,-----Lu ww -(vm------c-=, _ G-- - -G- - - --- �� - _ --- F- -u;� _ Gz------ EXIST ROW 7777777- E of G2-__---nr MEDIAN AT QUAKER AVENUE 2'-14' LEGEND CONCRETE FRONT OF CURB MEDIAN 4" TY B HMAC (n 4' RADIUS 9" CONTINUOUSLY z J REINFORCED CONCRETE 5 2" TY C HMAC Q CONCRETE FRONT OF CURB 2.0% USUAL Q 2.0% USUAL Lu W G Q ASPHALT NOTE: 1. ALL STATIONS, OFFSETS, AND DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHERWISE NOTED. 2. SEE PAVEMENT MARKING AND SIGN LAYOUT FOR MORE INFORMATION. 3. SEE ROADWAY DETAILS FOR MORE INFORMATION. 4' SLR " MEDIAN NOSE DETAIL A NTS RADIUS 12" COMPACTED J SUBGRADE 12" FLEX BASE SLOPE 12" COMPACTED SUBGRADE SEE TYPE A MOD DETAIL m W z z 2 d 0 U U MEDIAN NOSE DETAIL B CROSS SECTION "A -A" 92 NTS NTS SHEET 1 OF 1 0 10 20 -------------- ---------------------- CL DRAINAGE CHANNEL STA 18-72.56, 80' RT STA 18-67.56, 75.5' R A END PROP FLUME CL DRAINAGE CHANNEL y-- - _— -- -__ DRIN 'oil II 1IISTA 18-77.56, 75.5' RT __ - - ,�`\ END PROP FLUME i STA 18+67.56, 43.5' RT B B T ♦ GRADE BREAK rt-0-- C\— STA 18+77.56, 43.5' RT M 31, lM 01 GRADE BREAK C EXIST ROW 3 310 Q\- --z0-- B — O --I - z0 B501 -- -- z0- PROP SIDEWALK ' ■ C DRN--- ---I -- ------- - - -DRIN --- STA 18+77.56, 33' RT STA 18+67.56, 33' RT BEGIN PROP FLUME BEGIN PROP FLUME END SAWTOOTH CURB BEG SAWTOOTH CURB �rL DRAINAGE FLUME NO. 1 ............................................. 114TH STREET �CL 114TH ST rL 114TH ST s STA 18.72.56 STA 18+72.56 LEGEND CONCRETE NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE DRAINAGE DETAILS FOR DRAINAGE FLUME DETAILS. 3. SEE ROADWAY PLAN & PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. 4. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATON 5. SEE CULVERT LAYOUT SHEETS FOR MORE INFORMATION DRN = DRAINAGE FLOW ARROW CL 114TH STREET PROP 6" HMAC PAVEMENT CL 114TH ST STA 18+72.56 - - CL EL= 3247.16' - 2. 00% - FLEXIBLE BASE PROP 12" SUBGRADE SIDEWALK 5 "T- u3 BARS 18" O.C.E.W EDGE OF 114TH STREET I 2' LIP EL= 3246. 53' SAWTOOTH CURB BEGIN PROP FLUME TOP EL= 3246.95' PROP 6" COMPACTED FILL 7. 5' RAMP _ 8.�3% MAX- � CURB HEIGHT J VARIES 0" - 6" SEE INSET A THIS SHEET SEE INSET A THIS SHEET 10 1 31. 5' DRAINAGE RAMP EX CHANNEL y� �.5JO% — — — — GROUND GRADE BREAK EL= 3246.29' CROSS SECTION A -A NTS lim VARIES/MATCH ROADWAY PROFILE 5" #4 BARS 12" O.C.E.W CROSS SECTION B-B NTS 11' 10.5'— �I O 10' RAMP .~.I w -VAR 5 CURB HE.... VARIES 0" - 6" "3 BARS — 1 8.. 0. C. E. W CROSS SECTION C-C NTS 1. 5% MAX 6" EDGE OF 114TH STREET I HEIGHT VARIES 6" - 0 END PROP FLUME—j STA 18+75.00, 75.5' RT rL EL=3243.41' CL DRAINAGE CHANNEL STA 18,75.00, 80' RT rL EL=3243.24' END PROP FLUME STA 18+75.00, 84.5' RT CL EL=3243.41' 7.5' RAMP SIDEWALK SIDEWALK FLUSH WTH TOP OF CURB HERE MAX ❑8 WZ$ Wu= L O 0 = w e_ a T i M o � z o �Pi g z � F i _ .1 CURB HEIGHT �ptE�°.F..PeN,, VARIES 6" 0" ........................:':t�i ' �.LESLIE P. BRUCE - RDW CURB OR RAMP! DRG FLUME ,\ �i i'•. 97360.... �10 /17/2021 4„ 8„ ' Z 5. I W r x DRU W Lu v+ r V Q O r/ 1.5 DOWELS @ 12 ' w w O 12" MAX SPACING /IL Y U z C7 ,\ INSET A ,' NTS w W W /- p W I N l a a lol�=I 0 > lol 1 11 II 1 f 7I—I T-Y' J L----------- m ---- `——I — 1 —J —1 o _L- T � rT 1�T-rT 1- T1�T-r11-T�r1��T-f1�-TAT-���T-T1�-T� 1�1�T-Tl�I-T�TI�I� T rl1-T-r - - G - TTI-1T WIT( �-J�� W� w7� r�i-I I I I I I I I I STA 18+72.56 > ' V; mac^ DRAINAGE FLUME NO. 1 LOCATION KEY PLAN v U) D o z w U) W o z �_ Q Q J" J L` co w j!s Lu 0 � 0 M Y o 0 93 SHEET 1 OF 5 6lrtiili(r�lil I r(`r Klrl CONCRETE ASPHALT NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE DRAINAGE DETAILS FOR DRAINAGE FLUME DETAILS. 3. SEE ROADWAY PLAN & PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. 4. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATON 5. SEE CULVERT LAYOUT SHEETS FOR MORE INFORMATION DRN = DRAINAGE FLOW ARROW CL 114TH STREET I PROP 6" HMAC PAVEMENT CL 114TH ST STA 27+32.30 CL EL= 3245.44' - - --2.00%_ PROP 12" J FLEXIBLE BASE PROP 12" SUBGRADE 5"ram #3 BARS 1 8" 0. C.E. W SIDEWALK EDGE OF 114TH STREET SEE INSET A j THIS SHEET 2'— LIP EL = 3244.81' SAWTOOTH CURB J BEGIN PROP FLUME TOP EL= 3245.23' PROP 6" COMPACTED FILL 7. 5' RAMP 8. 3�MAX- - L 10 RAMP — 1�A0/ 1�= --- -- -5- - GRADE BREAK EL= 3244.57' CROSS SECTION A -A NTS Kol 0" TO 6" VARIES/MATCH ROADWAY - 26. 5' DRAIINAGE EX CHANNEL - _ --/--- GROUND i= - - - - END PROP FLUME STA 27-32.30, 70.5' RT CL EL=3241.22' CL DRAINAGE CHANNEL STA 27+32.30, 75' RT rL EL=3241.05' END PROP FLUME STA 27+32.30, 79.5' RT C EL=3241.22' 7.5' RAMP SIDEWALK - --8.`�AX= SIDEWALK FLUSH WTH TOP OF CURB HERE CURB HEIGHT VARIES 0" - 6" J�/ I `-CURB HEIGHT VARIES 6" - 0" - 5" #4 BARS-- --�-� SEE INSET A 12" O.C.E. W THIS SHEET /� •� CROSS SECTION B-B RDW CURB OR RAMP! DRG FLUME •� NTS 11' 10.5'— �I �of I 10' RAMP �I wl VA- R� IS�� 1 1. 5% MAX CURB HEIGHT J f 6" VARIES 0" - 6" #3 BARS 1 8" 0. C.E. W CROSS SECTION C-C NTS EDGE OF 114TH STREET 12 HEIGHT VARIES 6" - 0 .1 I •�•� INSET A •� NTS W � N 101HP I�!j I� ��I I1 !N � — — — —-_—_-__———� — 1 —J —1 —1 o -r- ------ G - --- -- �nnlnT 'WnnlnTn -F;AJJI��� J STA 27+32.30 mx a y I > DRAINAGE V; FLUME NO. 2 LOCATION KEY PLAN P" �.�F.�!)F T `Nl , p 1.,...�....F.f t i �.LESLIE P. BRUCE j 9W. 7360 �10 .(/CE. 11/17/2021 W LU LLJ >O Q r^, W w a-Y U Z 0 a0 `W Lu W o U) vi v � N O o LU Cn w o z �_ co < M Q LL J w^ J N Lu CD ;� Lu Z U) Cn � 0 z W z z 94 SHEET 2 OF 5 ---------------- ---------------------/ ti -- CL DRAINAGE CHANNEL r STA 35-28.80, 75' RT f STA 35+23.80, 70.5' RT 1 f I END PROP FLUME 0 10 20 OL DRAINAGE CHANNEL DRN \STA 35-33.80, 70.5' RT 11' B-B END PROP FLUME f I� I \� I C EXIST ROW STA 35,33.80, 43.5' RT - - - _ STA 35+23.80, 43.5' RT- - GRADE BREAK - S0 — - GRADE BREAK — - — 90 - - - - - - - �- - - — B - , - - �I 94-- - B- 0 30 30 -J-- -- --�--� -- -y. -- ---13=---- I \o � M l,M Z I DRN I C DRN STA 35+33.80, 33' RT 7STA5,23.80, 33' RT END PROP FLUME �BEGIN PROP FLUME - END SAWTOOTH CURB BEG SAWTOOTH CURB \ - 1M lM DRAINAGE FLUME 114TH STREET - -----------A - --- - - - - - - - - - - - - - - - - - - CL 114TH ST CL 114TH ST CONCRETE ASPHALT NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE DRAINAGE DETAILS FOR DRAINAGE FLUME DETAILS. 3. SEE ROADWAY PLAN & PROFILE SHEETS FOR DRAINAGE CHANNEL FLOWLINE. 4. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATON 5. SEE CULVERT LAYOUT SHEETS FOR MORE INFORMATION DRN = DRAINAGE FLOW ARROW CL 114TH STREET PROP 6" HMAC PAVEMENT I CL 114TH ST STA 35+28.80 EL= 3243.85' PROP 12" J FLEXIBLE BASE PROP 12" SUBGRADE s°T■ #3 BARS 18" O.C.E.W SIDEWALK EDGE OF 114TH STREET I 2 LIP EL 3243. 22' SAWTOOTH CURB --/ BEGIN PROP FLUME TOP EL= 3243.64' PROP 6" COMPACTED FILL 7. 5' RAMP 8. 3` 3�W- - CURB HEIGHT VARIES 0" - 6" - SEE INSET A THIS SHEET - SEE INSET A THIS SHEET - 10 26.5' IIN DRAINAGE RAMP EX CHANNEL 1.50% — — — — — — GROUND 1614Y — — — — GRADE BREAK 6" HDPE EL= 3242.98' END PROP FLUME 7' DEPTH STA 35-24.58, 70.5' RT CROSS SECTION A -A Q EL=3238.63' NTS CL DRAINAGE CHANNEL STA 35+24.58, 75' RT CL EL=3238.46' END PROP FLUME STA 35+24.58, 79.5' RT CL EL=3238.63' m 0" TO 6" VARIES/MATCH ROADWAY 5" #4 BARS 12" 0. C.E. W CROSS SECTION B-B EDGE OF 114TH STREET I I .10.5' z' 10' RAMP VAS R� 5 16 CURB HEIGHT 6:: VARIES 0" - 6" #3 BARS 1 8" 0. C.E. W CROSS SECTION C-C NTS 7.5' RAMP SIDEWALK I SDEWALK FLUSH WTH TOP OF CURB HERE - --8.` AX- CURB HEIGHT VARIES 6" - 0" ,/RDW CURB OR RAMP! DRG FLUME •� / 4" 8" 5" i DRU #5 DOWELS 0 12 ' 12" MAX SPACING % HEIGHT INSET A VARIES 6" - 0" ,�NTS /• W I� N 1 <' a'! a - -o� YI F w I a 0 'Zi Z l IC I-n-I- ------------ I I1 �_1_1_ ��� 4!N � � 1 1 1 '� �� T � rT 1TrT 1TrT 1Tr1�ITr1�Tr1�T�Tr1�T1�1Trl�1Tr1�1T rl - -r' %s ?�/'�r �ol� garrT \29s i I I m STA 35.28.80 F 9L r > > DRAINAGE Vi FLUME NO ,LOCATTION KEY PLAN ❑8 WZLu L o0 �Q do` �Pi g z N F ^ .� �.�..�OF T`Nl p 1.,.1.�....F.f t �.LESLIE P. BRUCE j 97360W� 11/17/2021 LLI W L1.1 >O Q O �/ ~ ww a-Y - Q U Z C3 a0 W W LLI UJ 0 U) uw) T- U) D M O o W (n w w zJ �� W� M J Lu U � a� U 0 N n M 95 SHEET 3 OF 5 ❑8 Lu Z STA 36+29.37, 33.00' LT 1 1 4TH STREET 5" CONCRETE RIPRAP PROP GUTTER EL = 3242.94' ;� W cd BEGIN CURB RETURN SEE DETAIL THIS SHEET 4 ;I C U o= ¢ o o I STA 35.89. 03, 31 . 5' LT M o N \ o v EOP EL = 3243.10' ¢ LL A PROP 10' SDWK o :� ° + �+OI. JCL ;I NORTH TOPEKA AVE /� "o �aP' g1. 0 10 20 ° ° PROP SAWTOOTH CURB 'i ° --- _________ ___ _REFER TO ROADWAY DETAILS_________-- T ___- _- ------___-_=in w FOR SAWTOOTH DIMENSIONS XN7 PROP RAMP j I STA 36+29.87, 44' LT PROP BOC EL = 3243.42" �Q 8 m BEGIN SAWTOOTH CURB O J 0 BEGIN CURB RETURN _ _ EX CURB + EMOV M - M BE BE REMOVED = / �0 c � ------------------------------ ----------------------- EXIST ROW Q STA 36+29.02, 55.17' LT /� �• EX FL EL = ±3242. 85'-�� STA 35+89.03, 58.09' LT - / �pSE of"TF+,� SAWCUT AND MATCH EXIST. SEAL JOINTS. 0 USE EXPANSION MATERIAL AND JOINT COMPOUND / PROP NORTH TOPEKA CL EL = 3242.74' I / r y: 9 / """"""'-""""""'i tt4 BARS 1 8" 0. C. E. W. STA 36+04.44, 62.28' LT STA 36+19.41, 58.74' LT PROP GUTTER EL = 3242.71' III ICI / LESLIE P. BRUCE �jp. 97360 Wi EX FL EL = ±3242. 38' \ 2. 00% I 1 / I I w,c/ > �^' BENS 1 MAX I a 1 �ONAL EN�J �� 5" CONC RIPRAP SAWCUT AND- - - - - - J MATCH EXIST I m m / 1 W N Q Y w I / / 11 /1 7/2021 STA 36+29.46, 68.10' LT MATCH EXIST \ 1 a- I ti / EX FL EL = ±3242. 11' STA 36+11.72, 68.49' LT � �' / to 6" COMPACTED FILL PROP CONC EL = 3242.90' = I // Z "' END SAWTOOTH CURB I END CURB RETURN �J F- I / LU Q r-4 x 5" CONCRETE 1 l a STA 36+11.21, 69.78' LT 1 STA 36-03.91, 82.35' LT 0 z I / I / LJJ w �. ♦ w >> 4-4 -4 r RIPRAP DETAIL EX SW EL = ±3242.91' 31 I EX GUTTER EL = ±3242.83' I 31 // 1 0< O SECTION & 1 Ir aw � 1 x1 III Y U� Q Ld 11 6" CONCRETE PAVEMENT w l I Z aO w� Lu w o wU W � N v LEGEND____ a ' a'� I �zoI j CONCRETE U v I o Z I�j n i > _ z T-Ia n �I w� ASPHALT o Q Q w NOTE: * - - .. T- r T- T- r T- T- r T T r T �I T f 1 �I T T �I T T 1 �I T l �1 0 - - - - - - - T T l �1 T T l �1 T r l - r -_ J 1 1 1 LLI 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S — T T In T �� n T T T 1� lL \I J_� _ >� ICI llllk- '- �� �a o EXPENSE. a� �___' 11# �` — 2. SEE INTERSECTION LAYOUT SHEETS FOR - . — — ��� r 1 �� gal, I y�I w c� 11 col MORE INFORMATION. ��r' T DRN = DRAINAGE FLOW ARROW DRAINAGE FLUME ^ c^ NO. 4 LOCATION N pp 3 m z z KEY PLAN 96 SHEET 4 OF 5 ❑8 STA 47+53.50, 33.00' LT $ W PROP FL EL = 3243.27' W ` !114TH STREET Am a \ //� 5" CONCRETE RIPRAP SEE DETAIL THIS SHEET = U o L O O V j o cn O Q \ STA 47,94.739 38.98' LT '� oc / O PROP RAMP T ^ � Q LL N PROP FL EL = 3243.35' / ° o ^ 0Ln EX SAWTOOTH CURB O o ° STA 47,53.00, 33.5' LT TO BE REMOVED ° g 10 2 i/ O o PROP BOC EL = 3243. 77' PROP 10' SW a zoo _ /I PROP SAWTOOTH CURB x o o°'MAX a -- - - -- -------------- -- - - - - -- --- REFER TO ROADWAY DETAILS - --- - - - - -- - - -- ---- - FOR SAWTOOTH DIMENSIONS ____ _ - _ — ■ -------- - - - - -- Ic I O STA 47+53.50, 44' LT PROP CONC EL = 3243.11'g I - 1---- — /-- EXIS R // �? 90./ O i��' U EX PED RAMP TO BE REMOVED EXIST ROW = I RAMP AT FL EL Q STA 47+78. 73, 58. 50' LT �.0% 7 J PROP FL EL = 3243.31' f ; h;• qs�� i: Z /- 7 SAWCUT AND MATCH EXIST I' 0 0 0 9t / ` STA 47-53.62, 63.61' LT :' LESLIE P. BRUCE tt4 BARS 1 8" 0. C. E. W. 1 I , p °o o° EX CONC EL = ±3242. 25' �� �,..• 97360 ;W � = p STA 47+78.23, 63.95' LT / \ SAWCUT AND MATCH EXIST PROP FL EL = 3243. 39' I ` EX EL = ±3242. 20' �1�F'�/CErySEo.�2%� �iroNn. 6N:� I PROP BOC EL = 3243.89' 1 SEAL JOINTS. USE EXPANSION ` MATERIAL & JOINT COMPOUND Ij;j7/2021 5" CONC RIPRAP Y - SAWCUT AND MATCH EXIST STA 47+78.73, 70.95' LT I ` STA 47+63.09, 67.89' LT PROP FL EL = 3243.51' M EX CONC EL = ±3242.31' I PROP BOC EL = 3244.01' 1•i0% 6" COMPACTED FILL SAWCUT AND MATCH EXIST H W j l STA 47+63.09, 67.89' LT v I PROP CONC EL = 3242.63' w W 5" CONCRETE STA 47+79.26, 75.83' LT I EX GUTTER EL = ±3243.57' >> D r O Q RIPRAP DETAIL l 1 3 0 STA 47+73.23, 63.95' LT w O SECTION I PROP FL EL = 3243.32' 0- w STA 47+72.73, 71.95' LT I N PROP BOC EL = 3243.82' `e u RAMP EL = 3243.93' IX - I ( I w Z0 0_ Lu Lu w o cnU w � R v LEGEND____ ' aa'� I g CONCRETE I I�� I D o I�� �7 I� o 0 Z-i ui ASPHALT ' — w NOTE: *rT - - 0 - - - - - - ----- w 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S�_>� — �7 T T ��(� T I-j I I („ EXPENSE. 2. SEE INTERSECTION LAYOUT SHEETS FOR I III- . — — ��� 2 T w c� v ' /�11 �ol��-�Q r MORE INFORMATION. I I � 9 I x~ � � J �� ��� y \ v� M DRN = DRAINAGE FLOW ARROW � > ' ^ DRAINAGE FLUME NO. 5 LOCATION N pp 3 z z KEY PLAN 97 SHEET 5 OF 5 DRIVEWAY I 114TH STREET 114TH STREET ------------------------------------------------- - - - - -- I R( TYPICAL DRIVEWAY DETAIL NOTES: 1. ALL DRIVEWAYS WILL BE CONSTRUCTED UTILIZING A RADIUS AS SHOWN IN THE PLANS. 2. ALL STATION AND OFFSETS ARE FROM THE FACE OF CURB. 3. REFER TO DRIVEWAY DETAILS SHEET FOR CONSTRUCTION OF DRIVEWAYS UNLESS OTHERWISE NOTED IN PLANS. STA 46+47.92, 44' RT ELEV = 3242.12' of 0 10 TIE MATCH EXISTING _ PAVEMENT TYPE VARIES O SECTIONS A -A NTS 10' SIDEWALK O 2% MAX GUTTER *DRIVEWAY O O O O O O O LOCATION (L TIE EAST RADIUS WEST RADIUS BEGINNING SLOPE EXISTING PROPERTY TIE AT DRIVEWAY CL STATION GUTTER EL STATION GUTTER EL RADIUS STATION GUTTER EL RADIUS BEYOND ROW OFFSET TIE ELEV SLOPE TO TIE 1 1 1 -04. 44 3249.81 1 1 -48. 44 3249.61 24.5 1 0+59. 09 3249.99 24.5 2.00% 1 4. 60 69.59 3251.50 5. 71 2 14.17.36 3248.39 14.52.36 3248.23 24.5 13.82.36 3248.54 24.5 2.00% 3.01 57.99 3249.89 8.97% 4 47.92.43 3242.74 48.37.43 3243.10 24.5 47.47.43 3242.34 24.5 2.00% 14.01 69.00 3243.00 0.40% 5 53.08.33 3244.67 53.53.33 3244.78 24.5 52.63.34 3244.52 24.5 2.00% 14.01 69.00 3245.26 2.60% 6 1 55-95.241 3244.28 1 56-40.241 3244.19 24.5 1 55+51.621 3244.38 1 24.5 1 2.00% 1 1 4. 78 79.76 3244.87 T 1 . 51 % *REFER TO PLAN AND PROFILE SHEETS FOR DRIVEWAY LOCATIONS. STA 46+77.41, 44' RT ELEV = 3242.18' DRIVEWAY STA 47+06.90, 44' RT ELEV = 3242.25' o STA 4661.8555' RT II ° . 00 o o40' O °o O° O° a � ° O° 1A�ELEV N 90 °o° o O OO °O 00 I O 00 ROW STA 46+61.85, 55, RT---/ STA 46+92.97, 55' RT ROW ELEV = 3242.37' /Y/� ELEV = 3242.44' FUTURE DRIVEWAY CONSTRUCTION BEYOND ROW BY OTHERS DRIVEWAY 3 LAYOUT NTS ❑8 WZLu L o0 � ¢V Zo g Q) z � F E�.LESLIE P. ORE � �.. 97360 ;W i 11/17/2021 Lu Q WLLJ >O Q re Er IL -Q U z 0 a0 w W �� LLlJ 0 cu/0) (un) v pp 3 W z z 98 SHEET 1OF3 NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE CULVERT LAYOUT SHEET FOR MORE INFORMATION CONCRETE ASPHALT STA 0-45.00, 46.50' LT CULV FL EL= 3247.32' DRAINAGE EASEMENT STA 0+45.12, 18.00' LT END SAWTOOTH CURB FL EL=3251.44' STA 0,20.00, 18.00' LT MATCH EXIST EX FL EL=±3252.16' O O 0 0 0 a L--- STA 0+20.00 MATCH EXIST rL EL=±3252.03' STA 0,20.00, 18.00' RT MATCH EXIST EX FL EL=±3251.96' STA 0+45.12, 18.00' RT END SAWTOOTH CURB FL EL=3251.26' STA 0+45.00, 46.50' RT CULV FL EL=3246.85' i CL BOX CULV �11.5' PROP RAMP r �I c x� N w STA 0-81.49, 18.69' LTA � BEGIN SAWTOOTH CURB, i SW 0 0 0 o ma= 10, 33. 5' SW rL TO BOC 2. 00% I PROP EOP I STA 0,91.99, 3 ' L BEGIN CURB RADIUS FL EL-3250.91' I 18A00'9LT49 I �Ri 15 001' EOP EL=3250.87' N c 114.9 DRIVEWA NO. 36' Q i R�15 06' FOC i 0 0 0 0c� o STA 0+93.49 , 18.00' RT SW ! EOP EL=3250.58' STA 0-81.49, 18.69' RT IBEGIN SAWTOOTH CURB PROP RAMP STA 0+91.9 BEGIN CURB 33' RADIUS FL EL=3250.38' 1 2. 00' U OE � 101 � 28.5' ' SW BOC TO B C o ndd PROP CURB I oII I I i I o I I 13 o I� la I I I � I� I I � rE 114TH ST I � I ! I I I I I I I 4TH St. 19-50.17 I J STA OL EL=3251.36' I i I � I i I I C) I II. I I I 1 i I 1 I I I N f i I I I I L# 1 OE OE Ln I Ln w X ❑ s W" z Lu JJ a L 0 O O �' o HORIZONTAL: �-u 0 10 20 ^ = a m VERTICAL: Q)Inc 0 2 4 o� a Sin 3,256 : 11 THG S REET 3,256 DRAINAGE.............. :........:. ---------------------- EASEMENT 6" PORTLAND CEMENT; CONCRETE PAVEMENT o 0 0 (REFER TO PLATE NO. 38-7) i : CL 114TH STREET 3,254 ........ O N ........ .............................. ,......... ,......... ,....... cu.N.......,--------- •- --- 0 N - ........ •--- --- - - - - ............. m .M:.... PROP.- ...... _ M ....... ...... ...... ...... ...... ...... 3, 254 ..... o _ o o, v ti; 114TH v O u) O a ° `N i o ROU M; G N D 3.... ...... ...... ...... ...... ....... ....... ..... - ?,f.8/.- .... ------ .. ----- I :. — a ...... ...... ...... ...... ...... 3,252 rr Tn- F J is n w 2.00% 12" COMPACTED SUBGRADE III III III -III _ - ;(REFER TO PLATE 38-8) W W= 4% 0 �' j , p, 4g% I 6" HMAC 3, 250 ........ II-IIIII III ' - -- IEJII=11 ..........................,.......-'...................... . . -' -..........�-.. r---,-- - - - 1=fIPIH=IfI-FII {III-IIIITi-I-HI H=H - 12" FLEXIBLE BASE : ..................... ...... ...... ...... ...... 3,250 ....... 3,248 -- ..... ..... ..... ..... ..... ...... ...... -----2 c... FLOWABLE FILL CULVERT N0. 7 1 - 6' X- 3' BOX 3,246 STA 0+45.00 , �dJ WENINI=III=III=III=III=III=III= III =III=III=.r i:.:;:: ..(.....-:...- .-:... =1 L-IIL-III-IILd L-IILdI IIL-1 IdIL-Illdlld Idll.: - II -II III -II 1 2" COMPACTED SUBGRADE = I L- - - _ - - _ _ = I EI 11=1TI=1_I I=111-1_I I=1 I-III=1 • I� 1T� lr=l I I=I I II=I I II-III=III=I I II=III=I I II .;: I "48 L IL11=�LIL�IIIL _L -- .. ... FLOWADLE FILL ; 3,246 12" COMPACTED SUBGRADE (REFER TO PLATE 38-7) 3,244 z 3,244 .................. ...... ..... ...... ..... ...... ...... ...... ...... ...... --- --- --- --- --- --- --- ....... 0 N 0 Di W 33,242 .... . . * .. THIS ITEM WILL NOT BE PAID FOR .....:.........:.................................... N'0...... ....... ..... ...... ------DJ °......;...... ...... ..... ..... ..... . ...... ...... ...... ..... DIRECTLY BUT SHALL BE CONSIDERED Ln `� 6' °D SUBSIDIARY TO CONSTRUCTION OF BOX m'- o CULVERTS. ; N N N ; N 0.00 0.50 1.00 ZE OF T \\\ F -LESLIE P. BRUCE j 97360 11&�e //117/2021 /X4,41 /�/f Lu W w >O Q O �/ ~ re fY 13-Y U Z o o- LU Lu ` �� Lu LU 0 U) U pp i W z w - k ��:, � 0 U U 99 SHEET 2 OF 3 i Y 33.5' 33.5' STA 0-45.00, 46.50' LT CL BOX CULV 11 5 10' 10' 11 5 s CULV FL EL= 3246.03' (•i SW CL TO BOC I CL TO BOC SW ❑ $ PROP RAMP DRAINAGE EASEMENT �flo 2.00% I x W 0000000000o I c W STA 0+81.49, 18.69' LT i STA 0+45.12, 18.00' LT BEGIN SAWTOOTH CURB END SAWTOOTH CURB PROP EOP I 2.00% = g FL EL=3250.09' o' 0 oo�oo I j x a L 0 cn 0 STA 0,20.00, 18.00' LT C V n - MATCH EXIST Wj HORIZONTAL: TT o STA 0 O n zEX FL EL=±3250.70' , o BEGIN CURB RADIUS 1 0 10 20 4 LL FL EL=3249.56' I x ^ A I 6' ; Ill 114TH ST P OF CURB - I VERTICAL: g 0 0 0 o m o o STA 0+93.49 Q) 1 T 3sF 00 j o n EOP EL=3249.58' �! I/ 0 2 4 a o xJm u R 1 5. p0' FOC N PROP EOP I ■ N j o �I I �' II t a w o f a 114TH ST. STA 11+91.17 O NW F EL=3250.13' 1IL g -{�--F--36, 5 ' �--i—I� STA 0+20.00 x MATCH EXIST CL EL=±3250.23' o j UI CL DRIVEWAY NO. 8-, N ^I I it , 0 = 15.00 4 � I � 0o, c 15 00� FOC I 'ITI x STA 0+93.49 1 18.00' RT SW EOP EL=3249.41' STA 0,20.00, 18.00, RT MATCH EXIST +r EX FL EL=±3250.50' I U I �. ..................._.....:....� x �-LESLIE P. BRUCE � STA 0+91.99, 33' RT ' ro: � i00000000a o ram. 97360 BEGIN CURB RADIUS I rro'-,� — —_ _ -STA 0+81 . 49, 18. 69' RT I FL EL=3249.26'\ay .CENS: c NOTE: BEGIN SAWTOOTH CURB \ s "NAB' N, STA 0-45.12, 18.00' RT 2.0 1 x 11/1 END SAWTOOTH CURB W1 — o X 7/2021 1. CONTRACTOR SHALL PRESERVE ANY FL EL=3249.91' I � i PROP RAMP 3 I I1 � EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S o; PROP CUR EXPENSE. I 1 1 I 2.00% W 1 2. SEE CULVERT LAYOUT SHEET FOR MORE STA 0+45.00, 46.50' RT III ; CULV FL EL=3245.59' INFORMATION I �I x 11.5' 10I 1 33. 33.5' I x Z .., L `I W ' SW CL TO PC TO BOC Q CONCRETE ASPHALT I III I 1 I I >> O r, r N x Q r/ ryry EL w' 0 `L U EDGE OF Q 3,254 EASEMENT....; CONCRETEAPDAVEMENNT 38 7) ......1.1.:. STREET:........ 3,254 Z C! DRAINAGE (REFER TO PLATE N0. H.I — CL 114TH STREET &� 0o N co o ; PROP ° 3,252- .. `� ti a . . ...... ..... ... ....... ...... ...... ...... ...... ...... 3,252 o . ^. +..N . 11 EX H W f 0 0 ! m' a M o � N o .: GROUND N J r J a M. a (Ii La uj v w 0.92% v w a -_ - - -.- m 3 .... 1(EIIIIIIE..I.II..II.III. 3�.6g... -6DE % • HMAC 2COMPACTED SUBGRA0.48% 8I III- II EEFRER TO PLATE 38 IIII- -m- - 12" FLEXIBLE BASE ' r IIE411=IIEIIIrIIE_ _ _r - III Illrlll III III -III III _ I �1L--III III III III-somIII III III -III -I -III III=III-III III=1 - 1 Z^-COMPAI T-ED -SUBG ADE- - - - 3, 248 -II III -II III -III -III II -III -III III III -III IIIIIIII NIA 3, 248 :. � - - - lI1 a1-11 11-III- IhIN-I - - E 1 -I I I_I -III-III-I I hI I-III-1 L-I hI L--I IEI_II 1E 111 III_III 1 II j� (f) 00 2*;' I 1 1' 2*' > Oz 3,246 FLOWABLE FILL FLOWABLE FILL 3,246 1Lu ;- ; CULVERT N0. 8 �.. � �-,., -; ';' ........................................................... w ;1 - 6' X- 3' BOX STA D+45.00 a 3,244 EL 3y 245. 80' c) J o --------........ i............................................................................................. :........:. ..... (REFER TO PLATE 38-7) ----- ------- ------ ------ ------ ------ ..... ..... 12" COMPACTED SUBGRADE 3,244 3,242 �z z 3,242 M ........ ........ .................:....... ....... ....... ....... ..... ..... ... ... ..... ..... ...... ..... ..... ..... ...... ..... ........ ..... z 3,240 3, 240 z3 z ........ . ■ .. THIS ITEM WILL NOT BE PAID FOR ................................................... 0-1 =------.. ... -----=........ ....... : �..... ....... ...... ..... ... ...... DIRECTLY BUT SHALL BE CONSIDERED .... a o 0 a 0 W $ SUBSIDIARY TO CONSTRUCTION OF BOX w'oi o'o CULVERTS. N N N: N M M M M .I I OO 0.00 0.50 1.00 SHEET 3 OF 3 REQUIRED CONSTRUCTION JOINTS (TYP) LIMITS OF CURB AND CONCRETE PAVEMENT UNLESS OTHERWISE SHOWN ON PLANS m PLAN VIEW 5 I 5 9" CONCRETE PAVING AND REINFORCING ON COMPACTED SUBGRADE CURB TYPE SPECIFIED IN PLANS CONCRETE PAVING 1Q CONSTRUCT CURB RAMPS WHERE SHOWN ON PLANS REQUIRED CONSTRUCTION JOINT SECTION "A -A" TYPICAL STREET DETAIL (STREET APRON) NTS PAYMENT FOR CSB AND ASPHALT PAVEMENT WILL AO NOT BE MADE DIRECTLY, BUT IS CONSIDERED SUBSIDIARY TO CONCRETE PAVEMENT AND/OR INTERSECTIONS. NEW 2' XISTING CONCRETE ASPHALT PAVEMENT Q STREET 9" CONCRETE 2" ASPHALT PAVEMENT (TY C) PAVEMENT D� D� D • D� D� D • EXISTING °� .° .°� .° .°� .° PAVEMENT CEMENT STABILIZED J SAWCUT LIMITS BACKFILL TYPICAL SECTION NEW CONCRETE TIE TO EXIST ASPHALT NTS SAWCUT CLEAN EDGE OR FORMED COLD JOINT TRANSVERSE FORMED EXPANSION JOINT (SEE TXDOT STANDARDS JS-14 AND TRANS-20 FOR JOINT AND DOWEL DETAILS) ° EXISTING CONCRETE PAVEMENT ° "d dd A. A. d d 1.5" MIN TYPE A NTS 4� 3"R 00 a u' DOWN CURB aQa. SECTION 24" TYPE A MOD ❑ NTS W z W= Ocn V ¢ MATCH PAVEMENT ^ I a LL _ CROSS SLOPE DOWN z o p°a s F - lz a. a. CURB TION ova "in -11x NOTES: 1. REINFORCED GUTTER SECTION WILL BE CONSTRUCTED WITH 4 - #4 BARS RUNNING THE ENTIRE LENGTH OF THE DRIVEWAY SECTION AND THE THREE HORIZONTAL BARS WILL BE SUPPORTED WITH CHAIRS, ON A SPACING TO GIVE ACCURATE PLACEMENT. 2. THE CURB AND GUTTER MAY BE CONSTRUCTED MONOLITHICALLY WITH THE ADJACENT ROADWAY PAVEMENT OR CAN BE CONSTRUCTED SEPARATELY. THE CURB MAY ALSO BE CONSTRUCTED AT A DEPTH TO MATCH THE ADJACENT 9" ROADWAY. PAYMENT FOR CURB WILL BE BASED ON LINEAR FEET ONLY. 3. ON ALL CURB, A LONGITUDINAL JOINT WILL BE LOCATED 2' FROM THE BACK OF CURB. THIS JOINT SHOULD CONFORM TO SECTION Y-Y OR SECTION Z-Z SHOWN ON THE CONCRETE PAVING DETAILS SHEET. m f BASE AND SUBGRADE OVERLAP MATCH PROPOSED J EXISTING SURFACE, PAVEMENT SECTION BASE AND SUBGRADE TYPICAL SECTION SAWTOOTH CURB AND GUTTER PROFILE NEW ASPHALT TIE TO EXISTING ASPHALT 5' (MINIMUM) TRANSVERSE FORMED EXPANSION JOINT (SEE TXDOT STANDARDS JS-14 AND 9" NEW 1.5" MIN TRANS-20 FOR JOINT AND DOWEL DETAILS) CONCRETE PAVEMENT • PROPOSED CONCRETE PAVEMENT D D A. C C A. 'A STABILIZED BASE TYPICAL SECTION NEW CONCRETE TIE TO NEW OR EXIST CONCRETE NTS 0 0 o EXISTING OR PROPOSEDo CONCRETE PAVEMENT ` d d d d 4 d d d OF �.LESLIE ... BRUCE j �j ., 97360 .: i i wQ W Lu >O Q O �/ ~ ww IL —Q U Z o Lu Lu LLJ 1r `^J ow 0 U) U _ '/4w v Q W J >❑ Q LLJ 0 ❑ \ d d z V..=A� U 101 SHEET 1OF8 ❑8 B A A Property Line Expansion joint. Contraction through slab markings I/2 way at 10 intervals. Wd LU Z w ax. L'>°' slo a . v•D, .veD, 3'Mln. ;D".> 6' S i dewa I k or D.o °<°' 'D; D,o °•v°' 'v.d <..• .<.°.v 4" min, thickness of sidewalk. _ ~ a U o rom P.L. i ° °• 10' Shared °• Path °• q) L Oo V 1, J �o SECTION A -A = Expansion Expansion ,., joints spaced 36' joints. max, along sidewalk run, ° D.0 o D. e ;v o NTS 10' desirable L Cal 2 % L ^ rn a LL voD p Doo voD. D: ° Max. Slope a. o �v3m� U g . veD. Variable SidewoIk L a _ ?;'D.> ;''• Curb removed. =sF B •O veD 'v' .°. .p _,_ X y o •D. FIRE HYDRANT POWER POLE ETC. MUST HAVE EXPANSION JOINT D. ':D� 6" min, thickness. _ B LNOTE:Maintoin constant gutter flowline. BLOCK -OUT WHEN ENCLOSED IN CONCRETE. s NOTE:AII expansion joints to be /4 thick. NOTE: See other plates for SECTIONS B-B curb ramp details. NTS PROPERTY LINE SIDEWALK CONSTRUCTION DETAILS NTS D Property Line pQ�` a X . vov. C� 3' M i n. s I2 pe from P. L. + C C P Expansion joint. Contraction markings 1/2 way 6' Sidewalk or through slab at 10 intervals. 10' Shared Use Path �a.o >`. 4" min, thickness / o..° .• .o i dewa l k. c SECT IyON TS C-C T 1,4 V aD, DOD, v Va`R D' ° Expansion .•. DO. D, D.D D•DO• �. DOD joints. ffQ- .VeD. D,V D. D SE 0 TAL V I RIPRAP WITH TOEWALL 6X6 10/10 WIF AFIRE HYDRANT POWER POLE ETC. NOTE:Maintain constant MUST HAVE EXPANSION JOINfi gutter flowline. Lponsionjoints BLOCK -OUT WHEN ENCLOSED NOTE:AII ex ansion joints spaced 36max. IN CONCRETE. to be Y/4' thick. along sidewalk run. NOTE:See other plates for curb ramp details. CURB BACK SIDEWALK CONSTRUCTION DETAILS NTS No Scale MIN • 5' WWR RIPRAP D REINFORCEMENT 2 DETAILS Varies 6' Sidewalk or 10' Shared Use Path L N a. 10' desirable o @ 1.5% a Max. Slope 4„ v D. 6 „ •' C D. D 7�7 NOTE-15 min. thickness on 6x6 10/10 wire mesh commercial driveway Inner curb centered in slab and sidewalk at driveway. as required. Curb and gutter completely or #4 at 12". removed and construct Commercial Driveway Gutter. Reinforced gutter section to SECTIONS D-D be poured separate from driveway. NTS GENERAL NOTES: All reinforcing steel shall be Grade 60. Synthetic fibers listed on the "Fibers for Concrete" Material Producer List (MPL) may be used in lieu of steel reinforcing in riprap concrete unless noted otherwise. Construction joints or grooved joints extending the full slant slope height shall be at intervals of approximately 20 feet unless otherwise directed by the Engineer. Hardware cloth, loose graded stone behind weep holes, flashing, or other sealing material shall not be paid for directly but shall be subsidiary to the bid item "Riprop". Unless specified elsewhere in the plans to be only reinforcing bars, the riprap reinforcing may be composed of reinforcing bars, R or Welded Wire Reinforcement (WWR), or any suitable combination of inf both types. eel See Layout for limits of riprap. O1 #5 bars shown ore required even when synthetic fiber reinforcing option is selected. 2Q Reinforcing bars shall be #3 at 12" Spa c-c. Welded Wire Reinforcement (WWR) shall be 6X6-W2.9XW2.9. Combinations of WWR and reinforcing bars may be used if both are permitted. Lop splices shall be a minimum of 6 Inches, measured from the transverse wire of WWR, and the ends of reinforcing bars. LU a LU Lu >O Q O �/ ~ re Cr 13-Y —Q U =u' z a0 w W ` �� LU w o U) U) v N n a] 3 m o x o 0 102 SHEET 2 OF 8 m ❑8 WZ$ Lu L o0 ¢� :) Z - zg Fa EXPANSION JOINTS "N A A SPACED 36 MAX. B PRO DTYITNFw F+ ^ N --PR PERTY LINE --- _ __-- -- ALONG SIDEWALK_RUN. -- = a i g V e r LANDSCAPE ry F a 4' SIDEWALK CD�CR�CE CONE a EXPANSION2MAX. SPACED 36' ONG S EXPANSION '�S JOINTS DR 5' EXPANSION ■ =SIDEWALK �� DEWAL JOINTS !:°• C C !' FIRE HYDRANT, POWER B on POLE, ETC. MUST HAVE EXPANSION EXPANSION JOINT BLOCK- FIRE HYDRANT, POWER POLE, ETC, MUST HAVE JOINT OUT WHEN ENCLOSED EXPANSION JOINT BLOCK - IN CONCRETE. EXTEND OUT WHEN ENCLOSED 6" PAST EDGE OF IN CONCRETE. EXTEND HYDRANT/POLE fi" PAST EDGE OF EXPANSION HYDRANT/POLE S CONTRACTION MARKINGS 1/2 WAY THROUGH eo ]DINT. SLAB AT 4' INTERVALS. 4- MIN, THICKNESS OF SIDEWALK. "oF P ptE.• ...FN.f>> SECTION A A w CONTRACTION MARKINGS J 1/2 WAY THROUGH SLAG i � ' • yS{� AT 6 INTERVALS. i 1 l..........................:....� VARIABLE 4' SIDEWALK a SECTION A -A �.LESLIE P. BRUCE 3' MIN. L@ 2% MAX. SLOPE ❑ �j �:• 97CUR 360 :W i ,�� REMOVED. VARIES IFS 3' MIN. 2°/o MAX. SLOPE CURB S' SIDEWALK J 1 1 // 1 021 t REMOVED. SECTIONS B-B x NOTE: (RESIDENTIAL) F z z SEE PLATE NO. 36-4 FOR F J SECTIONS B-B 4" MIN. (RESIDENTIAL] THICKNESS. H Z a!, ASPHALT REPAIR ADJACENT NOTE: w Q z TO CURB AND GUTTER OR w W 1 DRIVEWAY. a VARIABLE 4` SIDEWALK a SEE PLATE NO.36-4 w 0 `j 3' MIN. 2°Io MAX, SLOPE a FOR ASPHALT REPAIR VARIES w ADJACENT TO CURB 3` MIN. (a 21% MAX- SLOPE � Z Q � C) AND GUTTER OR a 0- w DRIVEWAY. fi' SIDEWALK i Q U� 0�4„ J INNER CURB #4�DEa�MEDOE.LXRS 12" O.C. AS REQUIRED. ��� 2" --r- '� J rBO,CEIN O SLAB OR - fi GAUGE WELDED WIRE FABRIC. �� kFDRCOMMERCIAL 4 #4 DEFORMED STEEL BARS 12" D.C.6"X6" p z BOTH WAYS, CENTERED IN SLAB OR f INNER CURB ?Y �� FOR COMMERCIAL DRIVEWAY, 6"XV' - 6 GAUGE WELDED WIRE FABRIC. o AS REQUIRED, w w DRIVEWAY: SECTIONS B B COMMERCIAL DRIVEWAY: (COMMERCIAL) COMPLETELY REMOVE CURB AND ° SECTION B-B GUTTER AND RECONSTRUCT WITH p CURB AND GUTTER TO BE #3 BARS RUNNING ENTIRE LENGTH [COMMERCIAL] cn U) COMPLETELY REMOVED AND OF NEW GUTTER, 7- RECONSTRUCTED WITH #3 BARS RUNNING ENTIRE PROPERTY LINE PROPERTY LINE __ _ --- - LENGTH OF NEW GUTTER. T --- --- 3' MIN. SIDEWALK ELEVATION . 3' MIN, SIDEWALK ELEVATION NOTES: NOTES: 1. MAINTAIN GUTTER FLOWIN E THROUGH DRIVEWAY. 1. MAINTAIN GLITTER FLOWINE THROUGH DRIVEWAY. - 2. ALL EXPANSION JOINTS TO BE Y4" THICK. U) L/) 2. ALL EXPANSION JOINTS TO BE I�" THICK. 3. 30° TO 45° FLARE MAY USED IN LIEU OF <o tea. 3. 30° TO 45° FLARE MAY BE USED IN LIEU OF RADII ON RESIDENTIAL DRIVEWAYS. > > J ¢p RADII ON RESIDENTIAL DRIVEWAYS. 4. SEE PLATES 36-16 AND 36-16(A) FOR Q Z 4. SEE PLATES 36-16 AND 36-16(A) FOR CURB RAMP DETAILS. CURB RAMP DETAILS, S. S CURB BACK ON RESIDENTIAL STREETS. Q u U) 6' CURB BACK ON COLLECTOR AND L Q 0 } SECTION C-C ARTERIAL STREETS. SECTION C-C U REVISED REVISED 4' SIDEWALK CONSTRUCTION DETAILS ct3 Df Lubbock MAR. 2019 5' OR 6'SIDEWALK CONSTRUCTION DETAILS city of Lubbo6k APR. 2020 - PLATE NO. PLATE NO. ` {"S 36-2 (A) t I>s a s 36-2 (B) m � m W 103 SHEET 3 OF 8 ❑8 WZ$ Lu L o0 ¢� z o � z Pi g 4^ z� F ap rR W W V (? , a ip u GITC $ G/TC � 3^R a. I LY ❑ CURB SECTION. 1248.337 9 . N G G/TP/TW G (OPTIONAL) - GlTP/TW q a a (OPTIONAL) D TYPE "A" ptF'°F` TF�t 9" R ESL 1 E P. BRUC j !�•. 97360 .N... :: ENS G/TPifW (OPTIONAL) - - (OPTIONAL) G.4 .Q --�--- NOTE: — 9" R 11/17/2021 1. THIS SECTION TO BE USEDFOR RESIDENTIAL APPLICATIONS rGlrPlTW ONLY, APPROVAL WILL DEPEND GrrP/TW AT THE PROPERTY LINE GjTP/TW AT THE PROPERTY LINE SHALL BE 6" HIGHER THAN BE 6" HIGHER THAN aa N ON TRAFFIC AND DRAINAGEZGjfC a a N 4 ; q 'a CONSIDERATIONS. W CSHALL THE ADJACENT GUTTER G/TTHE ADJACENT GUTTER Q W a. a• a P. a W F o�W do.a oa 12" lz^ IL w ROLLOVER CURB TYPE"B" Q Zo 0 ~ —�— — --- -- W W W a.a Q HJ co In In b„ �n LEGEND TYPE 'V U) G GUTTER NOTE: ¢> J TC TOP OF CURB > — 0 Q TP TOP OF PAVEMENT 1. REINFORCED TYPE 'C"GUTTER SECTION SHALL BE CONSTRUCTED WITH THREE C) TW TOP OF WALK #3 BARS RUNNING THE ENTIRE LENGTH OF THE DRIVEWAY SECTION WITH CHAIRS Q Lij X SPOT GRADES REQUIRED SPACED TO GIVE ACCURATE PLACEMENT. (TO BE USED AT DRIVEWAYS ONLY.) U REVISED REVISED DRIVEWAY GRADES City of �Lubbo& MARCH 2O18 TYPICAL 24" CURB City Of MAY 2014 PIL4TENO. PLATE Na AND GUTTER SECTIONS Lubbo& N r¢ V.I. ° 36-3 TEXAS 36-9 m � m z z 104 SHEET 4 OF 8 CALICHE BASE HMAC SURFACE 6" 2" RESIDENTIAL B. 2" COLLECTOR 10" 2.5" INDUSTRIAL 12" 3" MINOR ARTERIAL rlr7777715" PRINCIPAL ARTERIAL 6, WIDTH AND CROWN VARY SEE SECTION 8.2.02 H.M,A,C� SURFACE. CALICHE BASE NOTE: 1. STREETS WITH ANTICIPATED ABNORMAL TRAFFIC LOADS, SUCH AS TRUCKS AND BUSES, SHALL REQUIRE A SPECIFIC DESIGN TO BE APPROVED BY THE CITY ENGINEER. RESIDENTIALICOLLECTOR/INDUSTRIAL 6" VVLJ I n PoVV l-Kl SEE SECTION CONTINUOUSLY REINFORCED CONCRETE PAVEMENT fi" THICK RESIDENTIAL, COLLECTOR, AND INDUSTRIAL 7" THICK MINOR ARTERIAL 4"THICK PRINCIPAL ARTERIAL TYPICAL STREET CROSS -SECTIONS Lubbocl, 7<<.. 6" 12 5/8" ]AN, 2_020 ;'I ' Ir 5-i 2 R-IA RESIDENTIAL 52' ROW 32' FF R-1 RESIDENTIAL �56'ROW� 36' FF COLLECTOR I�64'ROW�I 4b' FF MINOR ARTERIAL j-� 100' ROW fi5' FF R-2 SCHOOL AND COMMERCIAL 60' ROW 42' FF INDUSTRIAL 60' ROW 42' FF MAJOR ARTERIAL 110'ROW 88' FF NOTE: FF DIMENSIONS ARE FROM FACE OF CURB TO FACE OF CURB. CITY OF LUBBOCK City of STREET STANDARDS *Lubbo& TE1AS REVM APRIL 2020 PUTE Na 38-1 ❑8 WZ$ Lu L o0 ¢� �o81 z o �Pi g z � F `v i �.LESLIE P. BRUCE j 97360... I1/17/2021 Z a w 2 >w O Q W W a-w �. z =u' ao 4 Lu � w w �4 0 cn N M n a 105 SHEET 5 OF 8 ❑8 WZLu L o0 ¢� z o �z `^do` g WPi z � F � rn Q .fa 8 MINOR OR MANOR ARTERIAL- 4(V RADIUS I I I 30'X30' CUTOFF I 98, FF - SE'oF 2% MIN 2% MIN 4% MAX 4% MAX N 120'ROYV r+ DEPTH OF CURB AND GUTTER MATCHES :.:.,. <..-. -. 11� PAVING DEPTH LESLIE P. BRUCE ! Ij 97360 #4 BARS 3fi" 4.C. TRANSVERSE 12'9 MODIFIED DENSITY RADE 12'- #4 @ 12' O.C. LONG o. !lo�S�cENs,-' fir% ���;°;:L �5 GS' OR EQUIVALENT FIBER TYPICAL SIDEWALK ENS 11 /1 7/2021 6"PORTLAND CEMENT CONCRETE PAVEMENT {MIN. CEMENT CLASS C. COMPRESSIVE TRENGTH OF 3,500 PSI Cu 28 DAYS) I U) H Z 4 Li z >; o I� oQ Ire'Qa IL w .. I � Z C3 I ao I w� wo 88,IFF In U) = F- 110'I ROW I I. 11' Il' U) Q J �Q Q Q w U) 0C U MAJOR ARTERIAL City ❑f REVISED APR. 202a RESIDENTIAL STREET CONCRETE PAVING City of City REVISED FEB. 2017 Lt bb�Ck RIGHT TURN LANE (FLARE) PLATE�O. PLATEN0. N r E 1 d s 38_4 N .T.S. TEXAS 38-7 m m z z 106 SHEET 6 OF 8 2% MIN 4% MAX DEPTH OF CURB AND GUTTER MATCHES PAVING DEPTH #4 BARS ;@ 24" O.C. TRANSVERSE #5 @ 1Z D.C. LONG 7" PORTLAND CEMENT CONCRETE PAVEMENT MIN. CEMENT CLASS C. COMPRESSIVE RENGTH OF 3,600 PSI @ 28 DAYS) MAJOR COLLECTOR (C-1) (I-1) CONCRETE PAVING N.T.S. 424%5 MAX 12" COMPACiED SUBGRADE 12'-� I- @ 95°% MODIFIED DENSITY TYPICAL SIDEWALK �Lubbo6k FEB. 2017 f'I A1F- Y'1, 38-8 TRANSVERSE CONSTRUCTION JOINT 1 R VY LHI�C Z Y LONGILUDINAL CDNTRACTIONJOINT x Y z — LONGITUDINAL CONSTRU N]OINT ADDITIONAL STEEL BARS c x LONGITUDINAL STEEL TRANSVERSE STEEL r a N N C C C C C a TIE BARS a cJ 2 SINGLE �c12 TIE PIECE a BARS PAVEMENT DR SHOULDER EDGE CONTRACTION ]DINT \-ONGITUDINAL CONSTRUCTION JOINT TYPICAL PAVEMENT LAYOUT PLAN VIEW (NOT TO SCALE) PAVEMENT OR, SHOULDER EDGE GENERAL NOTES 1, ALL THE REINFORCING STEEL AND TIE BARS SHALL BE DEFORMED 7. TRANSVERSE STEEL SHALL BE PLACED TO WITHIN 2" OF THE STEEL BARS CONFORMING TO ASTM A 615 (GRADE 60) OR ASTM A 996 BACK OF CURB . (GRADE 60) OR ABOVE. STEEL BAR SIZES AND SPACINGS SHALL CONFORM TO TABLE NO.1 AND TABLE NO.2, 8. (b) = TRANSVERSE STEEL AND TIE BARS SPACING 2. STEEL BAR PLACEMENT TOLERANCE SHALL BE +/- 1 IN. HORIZONTALLY AND +/- 0.5 IN. VERTICALLY. CALCULATED AVERAGE BAR SPACING (CONCRETE PLACEMENT WIDTH / NUMBER OF LONGITUDINAL BARS) SHALL CONFORM TO TABLE NO.1 3. PAVEMENT WIDTHS OF MORE THAN 25 FT. SHALL HAVE A LONGITUDINAL JOINT (SECTION Z-Z OR SECTION Y-Y). THESE JOINTS SHALL BE LOCATED WITHIN 6 IN. OF THE LANE LINE UNLESS THE JOINT LOCATION IS SHOWN ELSEWHERE ON THE PLANS. 4, THE SAW CUT DEPTH FOR THE LONGITUDINAL CONTRACTION JOINT (SECTION Z-Z) SHALL BE ONE THIRD OF THE SLAB THICKNESS (T/3). 5.OMIT TIE BARS LOCATED WITHIN 18 IN. OF THE TRANSVERSE CONSTRUCTION JOINTS (SECTION X-X). USE HAND -OPERATED IMMERSION VIBRATORS TO CONSOLIDATE THE CONCRETE ADJACENT TO ALL FORMED JOINTS. 6. LONGITUDINAL REINFORCING STEEL SPLICES SHALL BE A MINIMUM OF 25 IN. STAGGER THE LAP LOCATIONS 50 THAT NO MORE THAN 1/3 OFTHE LONGITUDINAL STEEL IS SPLICED IN ANY GIVEN 12-FI, WIDTH AND 2-FT. LENGTH OF THE PAVEMENT. RESIDENTIAL AND COLLECTOR STREET CONCRETE PAVING DETAILS 1 OF 3 (i) = LONGITUDINAL STEEL AND TIE BARS SPACING (SEE TABLE 1 AND 2 PLATE 38-10) City (Fr Lubb o cl� :I l=: I'• FEB. 2017 PLATE Na 3" ❑8 WZLu L o0 z o g Qj z � F � rn Q ff a `v i �.LESLIE P. BRUCE j �j I1 ., 97360 �W i i �E N 11/17/2021 /XdP &,C"- z a w 2 >W O � Q IY a- W Z C3 a0 W L �� LW �C] J cl) In F- M N n \ J W a 107 SHEET 7 OF 8 ]DINT SEALING L J STEEL BARS MATERIAL _ T f2 TRANSVERSE BARS LONGITUDINAL BARS NO SPLICES ALLOWED WITHIN 10 FT OF THE JOINT. TRANSVERSE CONSTRUCTION JOINT SU' FOR #5 BAR. 4T' FOR #4 BAR JOINT SEALING F 2v FOR #4 BAR MATERIAL TIE BARS,SINGLE OR MULTIPLE -PIECE MIN.CLEAR2" c c a a, c c LONGITUDINAL BARS TRANSVERSE BARS LONGITUDINAL CONSTRUCTION JOINT SECTION X - X SECTION Y - Y 50" FOR 45 BAR, 42" FOR #4 BAR LONGITUDINAL JOINT SEALING 5" FOR #S BAR BARS MATERIAL 71^ FOR #4 BAR I SAW CUT /3 f 5 T 1_ _14 _1- 11_ _1_ _I c c C12c/2 c c TRANSVERSE BARS SINGLE PIECE TIE BARS SHOULD BE IN SAME PLANE AS TRANSVERSE BARS. LONGITUDINAL CONTRACTION JOINT SECTION Z - Z TABLE NO.1 LONGITUDINAL STEEL FIRST ADDITIONAL STEEL SLAB THICKNESS REGULAR SPACING BARS AT TRANSVERSE AND BAR SIZE STEEL BARS AT EDGE CONSTRUCTION JOINT OR JOINT (SECTION X-X) T BAR SPACING SPACING SPACING LENGTH [IN.} SIZE CC) (a) 2 x c L (IN.) (IN.) (IN.) (IN.) 5 0 k7 #4 12 3 24 42 D #5 12 3 �4 50 TABLE NO.2 TRANSVERSE STEEL AND TIE BARS TIE BARS TIE BARS SLAB TRANSVERSE AT LONGITUDINAL AT LONGITUDINAL THICKNESS STEEL CONTRACTION JOINT CONSTRUCTION JOINT SECTION Z- SECTION Y-Y {IN.} BAR SPACING BAR SPACING BAR SPACING SIZE (IN.) SIZE (IN.) SIZE (IN.) 6.0 #4 36 #4 72 #4 36 7.0 #4 24 #4 48 #4 24 RESIDENTIAL AND COLLECTOR STREETCity of CONCRETE PAVING DETAILS �Ltibbo& 2 OF 3 TEU, TIE BARS MAYBE IN SAME PLANE AS TRANSVERSE BARS T REVISLO MAY 2014 PLATE NO. 38-10 r ❑8 WZ$ L Lu o0 ¢� � z z o ` do` �Pi f5 JOINT Y-1 ]DINT �• - - 4 n b x SEALING �^ �^ SEALING � COMPOUND COMPOUND o - 8 JOINT SEALING INITIAL COMPOUND SAW CUT SAWED LONGITUDINAL OR TRANSVERSE LONGITUDINAL JOINT CONSTRUCTION JOINT JOINT SEALING COMPOUND CLASS 1 4,SOR7 �L v JOINT SEALING COMPOUND CLASS �c FO 4,5 OR 7 �+ ~ - BACKER ZIP STRIP ROD INITIAL SAW CUT a -I F=y6 �111Lt�lVl/l!!!d TRANSVERSE SAWED TRANSVERSE FORMED EXPANSION JOINT CONTRACTION JOINT GENERAL NOTES 1. THE JOINT RESERVOIR FOR SEALANT SHALL BE SAWED UNLESS OTHER WISE SHOWN ON THE PLANS FOR THE LONGITUDINAL AND TRANSVERSE CONSTRUCTION AND THE TWO SAWED JOINTS. 2. THE JOINTS SHALL BE CLEANED IN ACCORDANCE WITH THE MANUFACTURES I'm REM AND PRIOR TO BEGINNING OPERATIONS THE CONTRACTOR SMALL SUBMIT A STATEMENT FROM THE SEALANT MANUFACTURER SHOWING THE RECOMMENDED EQUIPMENT AND INSTALLATION PROCEDURES TO BE USED. 3. THE SAW CUT FOR THE LONGITUDINAL JOINT SHALL BE ONE FOURTH THE SLAB THICKNESS. 4. TRANSVERSE EXPANSION JOINT SHALL BE PLACED AT THE RADII OF INTERSECTING STREETS. 5. TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT THE RADII OF INTERSECTING ALLEYS. RESIDENTIAL AND COLLECTOR STREET City Of CONCRETE PAVING DETAILS Lubbock 3 OF 3 TEXAS REVISED APRIL 2019 PIATE N0. 38-11 DF T `Nl , �p 1.,...�....F.f t �.LESLIE P. BRUCE j 97360W� E N Z a w >Uw O Q a-fy w Q a-LIJ �.. Z CT a0 cl W LU w �0 J In In H v N n M SHEET 8 OF 8 L v. >v oZ) N t N O t 3 E 0 L o� L 01 n� c - O N w O L w� o E x o �a TL o O 4) to ar_ E 7 N N L aC U - w Y L T O 0c O L T W C L o O L N 3 0 O L z o =' L t c U L a0 0 U O _t Ua O L L o a 0 0,o C N L N c } 0 cv w o N c x 0 x •- O L H L .v L 0 t U T 10L c a} U1 L c O L Ol > T U a N 0 0 acl C to O 0 t L N O N C TABLE NO.] LONGITUDINAL STEEL SLAB THICKNESS AND BAR SIZE REGULAR STEEL BARS FIRST SPACING AT EDGE OR JOINT ADDITIONAL STEEL BARS AT TRANSVERSE CONSTRUCTION JOINT (SECTION X-X) T IN. ) BAR SIZE SPACING C (IN. ) SPACING a (IN. ) SPACING 2 X C IN. ) LENGTH L (IN. ) 7.0 #5 6.5 3 TO 4 13 50 7.5 #5 6.0 3 TO 4 12 50 8.0 #6 9.0 3 TO 4 18 50 8.5 #6 8.5 3 TO 4 17 50 9.0 #6 8.0 3 TO 4 16 50 9.5 #6 7.5 3 TO 4 15 50 10.0 #6 7.0 3 TO 4 14 50 10.5 #6 6.75 3 TO 4 13.5 50 11.0 #6 6.5 3 TO 4 13 50 11.5 #6 6.25 3 TO 4 12.5 50 12.0 #6 6.0 3 TO 4 12 50 12.5 #6 5.75 3 TO 4 11.5 50 13.0 #6 5.5 3 TO 4 11 50 TABLE NO.2 TRANSVERSE STEEL AND TIE BARS TIE BARS TIE BARS SLAB TRANSVERSE AT LONGITUDINAL AT LONGITUDINAL THICKNESS STEEL CONTRACTION JOINT CONSTRUCTION JOINT (IN.) (SECTION Z-Z) (SECTION Y-Y) BAR SPACING BAR SPACING BAR SPACING SIZE (IN.) SIZE (IN.) SIZE (IN.) 7.0 - 7.5 #5 48 #5 48 #5 24 8.0 - 13.0 #5 48 7#6 48 46 24 L=50" ADDITIONAL STEEL BARS JOINT SEALING L/2 MATERIAL T T/2 TRANSVERSE BARS LONGITUDINAL BARS NO SPLICES ALLOWED WITHIN 10 FT OF THE JOINT. TRANSVERSE CONSTRUCTION JOINT SECTION X - X TRAVEL LANE TRAVEL LANE i�ilv��v�1 InHVLL LHINC Z TRANSVERSE CONSTRUCTION JOINT Z Y LONGITUDINAL CONTRACTION JOINT x Y �� LONGITUDINAL CONSTRUCTION JOINT ADDITIONAL STEEL BARS 2C X LONGITUDINAL STEEL TRANSVERSE STEEL N 00 co N N C C C C C a TIE BARS a SINGLE C/2 TIE PIECE a BARS �C/2 PAVEMENT OR SHOULDER EDGE -LUINOI I UU IINHL CONTRACTION JOINT LONGITUDINAL CONSTRUCTION JOINT TYPICAL PAVEMENT PAYOUT PLAN VIEW (NOT TO SCALE) 50" FOR #6 BAR, 42" FOR #5 BAR 25" FOR #6 BAR TIE BARS MAY BE JOINT SEALING 21" FOR #5 BAR IN SAME PLANE AS MATERIAL TRANSVERSE BARS TIE BARS,SINGLE OR MULTIPLE -PIECE T MIN. CLEAR 2"LT/2-L-�, I c I a I a I c I ^ I LONGITUDINAL BARS TRANSVERSE BARS LONGITUDINAL CONSTRUCTION JOINT SECTION Y - Y PAVEMENT OR SHOULDER EDGE GENERAL NOTES 1. DETAILS FOR PAVEMENT WIDTH, PAVEMENT THICKNESS AND THE CROWN CROSS -SLOPE SHALL BE SHOWN ELSEWHERE IN THE PLANS. PAVEMENTS WIDER THAN 100 FT. WITHOUT A FREE LONGITUDINAL JOINT ARE NOT COVERED BY THIS STANDARD. 2. USE COARSE AGGREGATES WITH A RATED COEFFICIENT OF THERMAL EXPANSION (CoTE) OF NOT MORE THAN 5.5 X 10-6 IN/IN/ °F AS LISTED IN THE CONCRETE RATED SOURCE QUALITY CATALOG (CRSQC). 3. ALL THE REINFORCING STEEL AND TIE BARS SHALL BE DEFORMED STEEL BARS CONFORMING TO ASTM A 615 (GRADE 60) OR ASTM A 996 (GRADE 60) OR ABOVE. STEEL BAR SIZES AND SPACINGS SHALL CONFORM TO TABLE NO.1 AND TABLE NO. 2. 4. STEEL BAR PLACEMENT TOLERANCE SHALL BE +/- 1 IN. HORIZONTALLY AND +/- 0.5 IN. VERTICALLY. CALCULATED AVERAGE BAR SPACING (CONCRETE PLACEMENT WIDTH / NUMBER OF LONGITUDINAL BARS) SHALL CONFORM TO TABLE NO.1 5. PAVEMENT WIDTHS OF MORE THAN 15 FT. SHALL HAVE A LONGITUDINAL JOINT (SECTION Z-Z OR SECTION Y-Y). THESE JOINTS SHALL BE LOCATED WITHIN 6 IN. OF THE LANE LINE UNLESS THE JOINT LOCATION IS SHOWN ELSEWHERE ON THE PLANS. 6. THE SAW CUT DEPTH FOR THE LONGITUDINAL CONTRACTION JOINT (SECTION Z-Z) SHALL BE ONE THIRD OF THE SLAB THICKNESS (T/3). 7. WHEN TYING CONCRETE GUTTER AT A LONGITUDINAL JOINT, THE TIE BAR LENGTH OR POSITION MAY BE ADJUSTED. PROVIDE 3 IN. OF CONCRETE COVER FROM THE BACK OF GUTTER TO THE END OF TIE BAR. 8. REPLACE MISSING OR DAMAGED TIE BARS WITHOUT ADDITIONAL COMPENSATION BY DRILLING MIN.10 IN. DEEP AND GROUTING TIE BARS WITH TYPE III, CLASS C EPDXY. MEET THE PULL-OUT TEST REQUIREMENTS IN ITEM 361. 9. OMIT TIE BARS LOCATED WITHIN 18-IN. OF THE TRANSVERSE CONSTRUCTION JOINTS (SECTION X-X). USE HAND -OPERATED IMMERSION VIBRATORS TO CONSOLIDATE THE CONCRETE ADJACENT TO ALL FORMED JOINTS. 10. LONGITUDINAL REINFORCING STEEL SPLICES SHALL BE A MINIMUM OF 25 IN. STAGGER THE LAP LOCATIONS SO THAT NO MORE THAN 1/3 OF THE LONGITUDINAL STEEL IS SPLICED IN ANY GIVEN 12-FT. WIDTH AND 2-FT. LENGTH OF THE PAVEMENT. 11. THE DETAIL FOR THE JOINT SEALANT AND RESERVOIR IS SHOWN ON STANDARD SHEET "CONCRETE PAVING DETAILS, JOINT SEALS." 50" FOR #6 BAR, 42" FOR #5 BAR LONGITUDINAL JOINT SEALING 25" FOR #6 BAR BARS MATERIAL MATERIAL 21" FOR #5 BAR F I T } } } Tb C C C/2C/2 C C TRANSVERSE BARS SINGLE PIECE TIE BARS SHOULD BE IN SAME PLANE AS TRANSVERSE BARS FOR 7.0 IN. TO 9.5 IN. SLABS. MAY BE PLACED ABOVE LONGITUDINAL BARS FOR 10.0 IN. TO 13.0 IN. SLABS. LONGITUDINAL CONTRACTION JOINT SHEET 1 OF 2 SECTION Z - Z L v. >v N O 7 Z) N t N or 3 E O 0 L cl L 01 n� c - O N L L 0 N r 00 E x E o �a TL 10 O v0 o- E 7 N L •- L aC U w Y L T O C U oc w' 00 t 00 3 0 E O L Z O w = L t c U L a0 a)0 U O _t Ua O L L o a a 0,0 c+ - N L � N C L 0 c w 0 N C O O O1 N �0 aw c L o t U T 10L c a } c O L v > T °u •- n a N Lc 9 n C w O 0 N L N C LONGITUDINAL DCTKlEnDr TIJr CTCCI STAGGER THE LAP LOCATIONS SO THAT NO MORE THAN 1/3 OF THE LONGITUDINAL STEEL IS SPLICED IN ANY GIVEN 12-FT, WIDTH AND 2-FT. LENGTH OF THE PAVEMENT. ANY OTHER LAP CONFIGURATION MEETING THIS REQUIREMENT WILL BE ALLOWED, EXAMPLES OF LAP CONFIGURATION PLAN VIEW ( NOT TO SCALE) 10 FT 15 FT \F-- SAWED CONTRACTION 1/2" EXPANSION JOINT NTS JOI (SEE NOTE 12) �T/3 SAW CUT DEPTH 2", Q Q Q° Q Q CONCRETEQ ++ Q BRIDGE APPROACH SLAB ° TWO LAYERS 30 LB ROOFING FELT PAVEMENT' Q Q Q Q CAST -IN -PLACE CONCRETE TRAFFIC BARRIER TWO LAYERS OF 30 LB ROOFING FELT OR 1/2" PREFORMED BITUMINOUS FIBER MATERIAL MAY BE USED ON THE FREE SIDE OF JOINT, T VARIES — CONCRETE PAVEMENT SEE CONCRETE BARRIER STANDARD FOR ANCHORAGE DETAILS, ALL TIE BARS IN ANY CONTINUOUS PIECE OF CONCRETE TRAFFIC BARRIER SHALL BE ON THE SAME SIDE OF THE JOINT. Q ° 1/2" MIN, ASPHALT HMAC(UNDERLAYMENT) FREE LONGITUDINAL JOINT IMPREGNATED FIBERBOARD ° Q° (JOINT WITHOUT TIE BARS) CONFORMING TO ASTM D 994. LOCATION OF THE JOINT WILL BE AS DIRECTED BY THE ENGINEER. TRANSVERSE EXPANSION JOINT DETAIL AT BRIDGE APPROACH EXISTING CRCP MIN. 10 Q Q Q � Q Q Q Q Q Q ° Q NEW CRCP MIN, 30'' EDGE OF CRCP PAVEMENT OR LONGITUDINAL JOINT TRANSVERSE CONSTRUCTION JOINT DRILL AND GROUT WITH TYPE III, CLASS C EPDXY. DEMONSTRATE THAT THE BOND STRENGTH OF THE EPDXY -GROUTED LONGITUDINAL BARS MEETS THE REQUIREMENTS OF PULL-OUT TEST SPECIFIED IN ITEM 361. OPTION A. DRILL AND EPDXY PLAN VIEW ( NOT TO SCALE) EXISTING CRCP NEW CRCP PARTIAL DEPTH SAWCUT Q Q MIN,36" NEW LONGITUDINAL STEEL BARS Q T Q Q EXPOSED EXISTING STEEL BARS T/2 Q Q IN THIS AREA, THE BREAKING OF THE EXISTING GTH CONCRETE WILL BE ACCOMPLISHED BY LIGHTWEIGHT JACK HAMMERS AS APPROVED BY THE ENGINEER. OPTION B2 BREAKBACK AND LAP TRANSVERSE TIE JOINT DETAIL EXISTING CRCP TO NEW CRCP FREE LONGITUDINAL JOINT DETAIL EXISTING PAVEMENT EDGE PROPOSED PAVEMENT CONCRETE CURB TO BE JOINT REMOVED (IF APPLICABLE) � SEALING MATERIAL a - TIE BARS Q� a� T T/2 a Q DRILL & GROUT WITH 10" 25" FOR #6 BAR TPYE III,CLASS C EPDXY MIN 21" FOR #5 BAR I. BEFORE WIDENING WORK, DEMONSTRATE THAT THE BOND STRENGTH OF THE EPDXY -GROUTED TIE BARS MEETS THE REQURIMENTS OF PULL-OUT TEST SPECIFIED IN ITEM 361. 2°SPACE TIE BARS AT 24" SPACING° USE #6 TIE BARS FOR 8" AND THICKER SLABS, USE #5 TIE BARS FOR LESS THAN 8" THICK SLABS. LONGITUDINAL WIDENING JOINT DETAIL SHEET 2 OF 2 : m z x m x 0 W 0 zo W LL > Y o� U J In .- -m O N a oa Z N N Z '1I HMAC BASE SLOPES TO FACILITATE SUBBASE CONSTRUCTION =1 I I =1 I I =1 I I I I I I I FLEXIBLE PAVEMENT HMAC COURSE __\ / V V v o . 'RR OUGH FINISH ON SURFACE T/2 / CONCRETE TRANSITION SLAB STABILIZED BASE DETAIL "A" TABLE NO.1 DOWELS (SMOOTH BARS) SLAB BAR DIA. THICKNESS AND SPACING T LENGTH (IN.) 7 TO 7.5 1" X 18'' 12 8 TO 10 1 1/4" X 18" 12 10 TO 13 1 1/2 " X 18" 12 5'-0 HMAC COURSE-\ STABILIZED BASE OR HMAC STABILIZED SUBGRADE 1 1 1 I =1 I =1 I I —1 I I =I I I =1 I I =1 I I —1 I I =1 I I =1 I I =1 I I : TYPICAL JUNCTION OF CONCRETE PAVEMENT WITH FLEXIBLE PAVEMENT (NOT TO SCALE) 5'-0" SEE DETAIL "A" 15'-0" CONCRETE TRANSITION SLAB 10'-0 T/2 SEE TABLE 3 FOR BAR SIZE AND SPACING JOINT SEALANT CLASS 5, OR 8 BACKER ROD LLIL 1 PREFORMED BITUMINOUS FIBER 3" / MATERIAL BOARDS OR EQUIVALENT COAT ENTIRE DOWEL WITH A THIN COAT OF GREASE, WAX, OR SILICONE. T 18" LONG DOWEL BARS DOWEL BAR CAP (SEE TABLE 1 FOR SIZE T/2 AND SPACING DETAILS) TRANSITION SLAB CONCRETE PAVEMENT F� �/2„ DOWEL STABILIZED BASE TABLE NO.2 TIE BARS (DEFORMED BARS) SLAB THICKNESS BAR SIZE SPACING T (IN.) ( I N. ) 7 TO 7.5 #5 24 8 TO 13 #6 24 CONCRETE PAVEMENT EXPANSION JOINT SEE DETAIL "B" / CONCRETE PAVEMENT STABILIZED BASE STABILIZED GENERAL NOTES 1. FOR FURTHER INFORMATION REGARDING THE PLACEMENT OF CONCRETE AND LOAD TRANSFER DEVICES REFER TO THE GOVERNING SPECIFICATIONS FOR "CONCRETE PAVEMENT" AND "REINFORCING STEEL." 2. DETAILS FOR PAVEMENT WIDTH AND THE CROWN CROSS -SLOPE SHALL BE SHOWN ELSEWHERE IN THE PLANS. 3. MATCH THE LONGITUDINAL JOINTS OF THE CONCRETE TRANSITION SLAB WITH ADJOINING CONCRETE PAVEMENT. PROVIDE EQUIVALENT TIEBARS OR TRANSVERSE BARS AT THESE LONGITUDINAL JOINTS, SEE TABLE NO. 2. 4. REFER TO DMS-6310, "JOINT SEALANTS AND FILLERS" FOR THE CLASSIFICATIONS. 5. TRANSITION SLABS WILL BE PAID UNDER ITEM 360, "CONCRETE PAVEMENTS." TABLE NO.3 TRANSITION SLAB STEEL (DEFORMED BARS) SLAB SPACING SPACING THICKNESS BAR SIZE (IN.) (IN.) T TRANSVERSE LONGITUDINAL (IN.) DIRECTION DIRECTION 7 TO 7.5 #5 24 12 8 TO 13 #6 24 12 ADJUST SPACING OF LONGITUDINAL BARS AS NEEDED TO ACCOMDATE DOWEL BAR SPACING. L v. >v N O 7 Z) N t N O t 3 E 0 L o� L 01 7 C p._ C 7 O N v L L w N v x0 TL 0 0 v0 E 7 N N L• L DC U Y L T O oc w •- 00 t C L O O L N 0. 3E O L Z O tv U L a0 a)0 U O _t 0,0 O L L O a a 0, o L� - N N N C L 0 c ww w o N C 0 0 O1 N H L : y vc L O t U 0 � L .0 U1 L C O L 0 T OH N - O N $n C N O 0 t L N O N C T n 0 n 7 z J J JOINT JOINT SEALING 1/4" /8 _ 1/4 SEALING 114 18'I- 1/41 COMPOUND COMPOUND JOINT SEALING COMPOUND L i �16 1/4 LONGITUDINAL SAWED LONGITUDINAL OR TRANSVERSE CONTRACTION JOINT CONSTRUCTION JOINT METHOD A., PREFORMED COMPRESSION SEALS (PCS) (DMS-6310 CLASS 6) H d3 /4I N PCS a a LONGITUDINAL SAWED CONTRACTION JOINT d3 3� EI /16 _ 1/4 �1 F� TRANSVERSE SAWED CONTRACTION JOINT d3 LONGITUDINAL CONSTRUCTION JOINT 1 1'12 - 1 58 d 3 I� a `z PCS a JOINT /8 - I14 ° SEALING COMPOUND JOINT SEALING o COMPOUND BACKER ROD E �16 _ 1/4 F TRANSVERSE SAWED CONTRACTION JOINT PREFORMED BITUMINOUS FIBER MATERIAL BOARDS EQUIVALENT TRANSVERSE FORMED EXPANSION JOINT 1 112 /8 114 11 JOINT SEALING COMPOUND BACKER ROD PREFORMED BITUMINOUS FIBER MATERIAL BOARDS OR EQUIVALENT. 1/4 D3�8 /2 BACKER ROD PREFORMED BITUMINOUS FIBER MATERIAL BOARDS OR EQUIVALENT. TRANSVERSE FORMED FORMED EXPANSION JOINT ISOLATION JOINT GENERAL NOTES 1. UNLESS OTHERWISE SHOWN IN THE PLANS, EITHER METHOD ''A'' OR METHOD "B" MAY BE USED. 2. THE LOCATION OF JOINTS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. 3. THE JOINT RESERVOIR FOR SEALANT OR PCS SHALL BE SAWED UNLESS OTHERWISE SHOWN ON THE PLANS FOR THE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS AND THE SAWED JOINTS. 4. DIMENSIONS d1, d2, AND d3 SHOWN IN METHOD A SHALL BE IN ACCORDANCE WITH THE PREFORMED COMPRESSION SEAL MANUFACTURER'S RECOMMENDATION. 5. REFER TO DMS-6310 ''JOINT SEALANTS AND FILLERS'' FOR THE CLASSIFICATIONS. 6. FOR SAWED LONGITUDINAL JOINT, LONGITUDINAL OR TRANSVERSE CONSTRUCTION JOINT, USE JOINT SEALANT CLASS 5 OR 8 UNLESS OTHERWISE SHOWN ON THE PLAN OR APPROVED. 7. FOR TRANSVERSE SAWED CONTRACTION, TRANSVERSE FORMED EXPANSION JOINT, AND ISOLATION JOINT USE JOINT SEALANT CLASS 5 OR 8 AT NEW JOINTS. USE JOINT SEALANT CLASS 4,5,7,OR 8 FOR MAINTAINING EXISTING JOINTS. 8. THE JOINTS SHALL BE CLEANED IN ACCORDANCE WITH THE ITEM 438 ''CLEANING AND SEALING JOINTS'' OR ITEM 713 ''CLEANING AND SEALING JOINTS AND CRACKS (CONCRETE PAVEMENT)''. 9. ISOLATION JOINTS ACCOMMODATE HORIZONTAL AND VERTICAL MOVEMENTS THAT OCCUR BETWEEN A PAVEMENT AND A STRUCTURE. ISOLATION JOINTS MAY BE USED FOR BRIDGE ABUTMENTS, INTERSECTIONS, CURB AND GUTTER, OLD AND NEW PAVEMENTS, OR AROUND DRAINAGE INLETS, MANHOLES, FOOTINGS AND LIGHTING STRUCTURES. o Desiggn D gg ,Texas Department of Transportation Standard CONCRETE PAVING DETAILS JOINT SEALS JS— 1 4 FILE: JS-14. dgn DN: TOOT I DN: HC I DW: HC I CK: AN ( TxDOT: DECEMBER 2014 CONT SECT JOB HIGHWAY REVISIONS DIST COUNTY SHEET NO. 117 L > w 7 t N of 3 E 0 L o� L 01 Cl C c — O N w L L w 0 w o H 0 TL 0 0 v0 E 0 N N L 10t C U — a) Y L L T O c: U oc O L O 0 0 3 E z 0 w L t c a00 U O t U O O L L 0 a � 0. 0 C N L a1 N C L t c w O N C O O a) N H L a, L0 t U 0 c � L t 0 c0 L I a) > T O t CA - u, O N 00 ID c o 0 t L N N C PREFERRED LOCATION OF PEDESTRIAN TYPE 1 c� ESN S (1jN PUSH BUTTON (TYP) RgM,o \ ; \ Mqk / 5 A GRADE BREAK PERPENDICULAR CURB RAMP (TYP) RgM,o 8 '?; Mqk S- _ i MjN CURB RAMPS AT MEDIAN ISLANDS INSTALL DETECTABLE WARNING SURFACE AT EACH END OF THE CUT -THROUGH RAMP WITH A MINIMUM 2' USUAL SIDEWALK SURFACE BETWEEN. IF MEDIAN IS LESS TYPE 21 THAN 6' WIDE, ELIMINATE DETECTABLE WARNING SURFACES. 6, OR R FjN, ALIGN CURB PARALLEL �GF WITH CROSSWALK. NOTE: CURB DETAILS ARE SHOWN ELSEWHERE IN THE PLANS. 0 �I h 0 FLAREAll RAMP n 8. 3% MAX. n 5 z 5' MIN. TYPE 22 FLARE RAMP /-8.3% MAX. '� 5' X 5' (MIN. ) TURNING SPACE s FLARE J \—FLARE RAMP 8. 3% MAX. J COMBINATION ISLAND RAMPS TYPE 2 5'MIN. 6'DESIRABLE PLANTING OR OTHER NON -WALKING SURFACE OR PROTECT DROP OFF (TYP) 0.114 MAX. 5'MIN. 6'DESIRABL WITHOUT PEDESTRIAN EXTRA WIDTH MAY BE REQUIRED FOR CLEAR SPACE AT -PEDESTRIAN PUSH BUTTON. E 5' MIN. RAMP T SPACE G y W � � � M°x� • 2iMOX\ ; 8.3% \ Max. WITH PEDESTRIAN PARALLEL CURB RAMP CROSS SLOPE NOT TO EXCEED 2% y SID TYPE 7 W ON ANY PORTION OF RAMP, TURNING EWALK SIDEWALK y SPACE OR TRANSITION TO STREET. j—y1 (SIDEWALK SET BACK FROM CURB) / / TURNING / SPA W W/ SPACE - — — " BOTTOM GRADE BREAK LINE UTTER LINE SID MP WIDTH = ES MjWIDTH N. SIDEWALK (SIDEWALK ADJACENT TO CURB)TO/ SPRING E / � �P �QJp��O �1•� / M i% SIDEWALKuIH < ..._.._.. _..._ 5,MWIDTH SIDEWALK CROSS SLOPE NOT TO EXCEED 2% SPACETUN YOROTTRANSITTIONOF AT(O STREETNG / /� SPq�ENG W/ MAX / — — / BOTTOM GRADE — BOTTOM GRADE _ — BREAK LINE RAMP BREAK LINE S RAMP SMIN RyEyD10T GUTTER LINE 6' W. GUTTER LINE PREFEF-RD ERRED, Wit) DTH DIRECTIONAL RAMPS WITHIN RADI SIN. NOTES / LEGEND: BOTTOM GRADE BREAK OF CURB RAMP WILL NORMALLY BE AT GUTTER LINE SURFACE SLOPES AT GRADE BREAKS SHALL BE FLUSH. CONTINUOUS CURB BEYOND RAMP SLOPE 1/ COUNTER SLOPE I/ 5% MAX. TYPICAL SECTION OF PERPENDICULAR CURB RAMP AT CONNECTION TO ROADWAY TYPE 3 5'MIN. 8. 3% " MAX. � r / RAMP 5'PREFERRED 4' MIN.G MAX.7 5'MIN. / TURNING SPACE FLARE MAX. RAMP 5'MIN. 6'DESIRABLE SEE GENERAL NOTES ON SHEET 2 OF 4 FOR MORE INFORMATION DENOTES PLANTING OR V_ V_ NON -WALKING SURFACE V_ V_ V_ NOT PART OF PEDESTRIAN V_ V_ `0 CIRCULATION PATH. V_ DETECTABLE WARNING SURFACE DENOTES PREFERRED LOCATION OF PEDESTRIAN PUSH BUTTON IF APPLICABLE. TYPE 6 RAMP 5' MIN. 5' MIN.I 8. 3% MAX. TURNING SPACE 8. 3% MAX. ,. FLAR PEDESTRIAN 5' PREFERRED CIRCULATION PATH 4' MIN. COMBINATION CURB RAMPS PREFERRED LOCATION OF PEDESTRIAN TYPE 5 PUSH BUTTON (TYP) GUTTER LINE — - — GRADE BREAK ...... RAMP LIMITS OF PAYMENT (FLUSH LANDING) SHEET 1 OF 4 Design Division ,Texas Department of Transportation Standard PEDESTRIAN FACILITIES CURB RAMPS PED-18 FILE: ped18 I DN:TxDOT I DW:VP I CK:KM CK: PK &JG © TxDOT: MARCH, 2002 1 CONT SECT I JOB I HIGHWAY REVISIONS REVISED 08,2005 REVISED 06, REVISED 01,2201018 2 DIST COUNTY SHEET N0. 113 C - O N w O L w 0 r 0 0x 0 TL o O v� E 7 N N L •- L v+ c w Y L L T O C U oc O L T 0 C L o O o. 3E O L z o w L t U L a0 0 U O O 'O O L L o IL 0 0,o C N L N N cL 0t cw w o N C O O x •- O L w we L o t U T � L C t U) L C O v� > T OU+ O N 9 n C W o w N L N C GENERAL NOTES f I IPR PAAAPG 1. Install a curb romp or blended transition at each pedestrian street crossing. 2. All slopes shown are maximum allowable. Cross slopes of 1.5% and lesser running should be used. Adjust curb ramp length or grade of approach sidewalks as directed. 3. Maximum allowable cross slope on sidewalk and curb romp surfaces is 2%. 4. The minimum sidewalk width is 5'. Where the sidewalk is adjacent to the back of curb, a 6' sidewalk width is desirable. Where a 5' sidewalk cannot be provided due to site constraints, sidewalk width may be reduced to 4' for short distances. 5'x 5' passing areas at intervals not to exceed 200' are required. 5. Turning Spaces shall be 5'x 5' minimum. Cross slope shall be maximum 2%. 6. Clear space at the bottom of curb ramps shall be a minimum of 4'x 4' wholly contained within the crosswalk and wholly outside the parallel vehicular travel path. 7. Provide flared sides where the pedestrian circulation path crosses the curb ramp. Flared sides shall be sloped at 10% maximum, measured parallel to the curb. Returned curbs may be used only where pedestrians would not normally walk across the ramp, either because the adjacent surface is planted, substantially obstructed, or otherwise protected. 8. Additional information on curb ramp location, design, light reflective value and texture may be found in the latest draft of the Proposed Guidelines for Pedestrian Facilities in the Public Right of Way (PROWAG) as published by the U.S. Architectural and Transportation Barriers Compliance Board (Access Board). 9. To serve as a pedestrian refuge area, the median should be a minimum of 6' wide, measured from back of curbs. Medians should be designed to provide accessible passage over or through them. 10. Small channelization islands, which do not provide a minimum 5'x 5' landing at the top of curb ramps, shall be cut through level with the surface of the street. 11. Crosswalk dimensions, crosswalk markings and stop bar locations shall be as shown elsewhere in the plans. At intersections where crosswalk markings are not required, curb ramps shall align with theoretical crosswalks unless otherwise directed. 12. Provide curb ramps to connect the pedestrian access route at each pedestrian street crossing. Handrails are not required on curb ramps. 13. Curb romps and landings shall be constructed and paid for in accordance with Item 531 "Sidewalks". 14. Place concrete at a minimum depth of 5" for ramps, flares and landings, unless otherwise directed. 15. Furnish and install No. 3 reinforcing steel bars at 18" o.c. both ways, unless otherwise directed. 16. Provide a smooth transition where the curb ramps connect to the street. 17. Curbs shown on sheet 1 within the limits of payment are considered part of the curb ramp for payment, whether it is concrete curb, gutter, or combined curb and gutter. 18. Existing features that comply with opplicalble standards may remain in place unless otherwise shown on the plans. DETECTABLE WARNING MATERIAL 19. Curb ramps must contain a detectable warning surface that consists of raised truncated domes complying with PROWAG. The surface must contrast visually with adjoining surfaces, including side flares. Furnish and install an approved cast -in -place dark brown or dark red detectable warning surface material adjacent to uncolored concrete, unless specified elsewhere in the plans. 20. Detectable Warning Materials must meet TxDOT Departmental Materials Specification a DMS 4350 and be listed on the Material Producer List. Install products in accordance with manufacturer's specifications. 21. Detectable warning surfaces must be firm, stable and slip resistant. U � 22. Detectable warning surfaces shall be a minimum of 24 inches in depth in the direction of pedestrian travel, and extend the full width of the curb ramp or landing where the n pedestrian access route enters the street. 0 2 23. Detectable warning surfaces shall be located so that the edge nearest the curb line is at the back of curb and neither end of that edge is greater than 5 feet from the back of curb. Detectable warning surfaces may be curved along the corner radius. 24. Shaded areas on Sheet 1 of 4 indicate the approximate location for the detectable s warning surface for each curb ramp type. DETECTABLE WARNING PAVERS (IF USED) 25. Furnish detectable warning paver units meeting all requirements of ASTM C-936, C-33. - Loy in o two by two unit basket weave pattern or as directed. 26. Lay full-size units first followed by closure units consisting of at least 25 percent (25%) of a full unit. Cut detectable warning paver units using a power saw. crnrwA) kc 27. Provide clear ground space at operable parts, including pedestrian push buttons. - Operable parts shall be placed within unobstructed reach range specified in PROWAG section R406. 28. Place traffic signal or illumination poles, ground boxes, controller boxes, signs, drainage facilities and other items so as not to obstruct the pedestrian access route or clear ground space. 29. Street grades and cross slopes shall be as shown elsewhere in the plans. 30. Changes in level greater than 1/4 inch are not permitted. 31. The least possible grade should be used to maximize accessibility. The running slope of sidewalks and crosswalks within the public right of way may follow the grade of the parallel roadway. Where a continuous grade greater than five percent (5%) must be provided, handrails may be desirable to improve accessibility. Handrails may also be needed to protect pedestrians from potentially hazardous conditions. If provided, handrails shall comply with PROWAG R409. 32. Handrail extensions shall not protrude into the usable landing area or into intersecting pedestrian routes. 33. Drivewoys and turnouts sholl be constructed and paid for in accordance with Item "Intersections, Driveways and Turnouts". Sidewalks shall be constructed and paid for in accordance with Item, "Sidewalks". - 34. Sidewalk details are shown elsewhere in the plans. DETECTABLE WARNING PAVERI PREFABRICATED DETECTABLE WITH TRUNCATED DOMES WARNING PANEL SIDE FLARE (TYP) I NO.3 REBAR AT 18" (MAX) ON -CENTER \-(MIN.) 5" DEPTH EXCLUSIVE BOTH WAYS OR AS DIRECTED OF DETECTABLE WARNING CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTION VIEW DETAIL CURB RAMP AT DETECTIBLE WARNINGS DETECTABLE WARNING SURFACE DETAILS PEDESTRIAN TRAVEL DETECTABLE WARNING DIRECTION SURFACE TURNING RAMP SPACE RAMP 2' PARALLEL CURB RAMP BACK OF CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE. PEDESTRIAN TRAVEL DIRECTION TURNING SPACE RAMP I 2' (MIN. ) 1 PERPENDICULAR CURB RAMP TECTABLE WARNING SURFACE TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN. PEDESTRIAN TRAVEL DIRECTION TURNING SPACE SIDE CURB *NOTE: (TYP) BOTH ENDS OF THE RAMP DETECTABLE WARNING SURFACE SHALL BE 5' OR LESS FROM BACK OF CURB. DE 2' M I N. a/ a./ oa * 5' MAX. A BACK OF CURB DIRECTIONAL CURB RAMP TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN. IDE FLARE (TYP) 1CK OF CURB TECTABLE WARNING SURFACE SHEET 2 OF 4 c D 0 N U1 L L w N U1 o E X0 TL 10 O v0 E 0 N N L• L 10. c: U Y L L T O c: U O C O L O t C L O O L (l 0. 3 0 E z 0 w L t w a00 U O _t U O O L L 0 a � 0. 0 C N L N C L 0t w O N C O O 0) N H L 0) C L O t U 0 U1 o} 0 c 0 L m > T CA u, 10 N O O ID c O 0 t L N N C 0 D t SIDEWALK TREATMENT AT DRIVEWAYS DRIVEWAY PAYMENT S M�7 PLANTING OR OTHER NON -WALKING SURFACE DRIVEWAY PAYMENT DRIVEN PLANTING OR OTHER NON -WALKING SURFACE SETBACK SIDEWALK v- �MQk s.Ilse, 44 / . q� S. APRON OFFSET SIDEWALK Icy DRIVEWAY PAYMENT a1 v. 44 ac UlTrNC CTr%C1l1Al V RAMP SIDEWALK Y NOTES: WHERE DRIVEWAYS CROSS THE PEDESTRIAN ROUTE, SIDES SHALL BE FLARED AT 10% MAX SLOPE. �E �E IF CURB HEIGHT IS GREATER THAN 6 INCHES, USE GRADE LESS THAN OR EQUAL TO 5%. HANDRAIL AND DETECTABLE WARNING ARE NOT REQUIRED. G PROTECTED ZONE NOTE: IN PEDESTRIAN CIRCULATION AREA, MAXIMUM 4" PROJECTION FOR POST OR WALL MOUNTED OBJECTS BETWEEN 27" AND 80" ABOVE THE SURFACE. MAX. LENGTH OF OBSTRUCTION MIN. DISTANCE 2'-0" BETWEEN OBSTRUCTIONS 5'-0" OBSTRUCTION CUR B \ i 1-(POLE, HYDRANT, ETC.) 4'MIN. AT 5'SIDEWALK OBSTRUCTION 7 7 5'SIDEWALK MIN. 4'MIN. AT MIN. OBSTRUCTION PLAN VIEW OBSTRUCTION (CONTROLLER CABINET, MAILBOX, ETC.) PLACEMENT OF STREET FIXTURES NOTE: ITEMS NOT INTENDED FOR PUBLIC USE. MINIMUM 4' X 4' CLEAR GROUND SPACE REQUIRED AT PUBLIC USE FIXTURES. CLEAR SPACE ADJACENT TO PEDESTRIAN PUSH BUTTON fRIAN DE Ci WHEN AN OBSTRUCTION OF A HEIGHT GREATER THAN 27" FROM THE SURFACE WOULD CREATE A PROTRUSION OF MORE THAN 4" INTO THE PEDESTRIAN CIRCULATION AREA, CONSTRUCT ADDITIONAL CURB OR FOUNDATION AT THE BOTTOM TO PROVIDE A MAXIMUM 4" OVERHANG. PROTRUDING OBJECTS OF A HEIGHT < 27" ARE DETECTABLE BY CANE AND DO NOT REQUIRE ADDITIONAL TREATMENT. DETECTION BARRIER FOR VERTICAL CLEARANCE< 80" SHEET 3 OF 4 Design Division ,Texas Department of Transportation Standard PEDESTRIAN FACILITIES CURB RAMPS PED-18 FILE: ped18 I DN:TxDOT I DW:VP I CK:KM I CK:PK&JG © TxDOT: MARCH, 2002 1 CONT SECT JOB I HIGHWAY REVISIONS REVISED 08,2005 REVISED 06,2012 DIST COUNTY SHEET NO. REVISED 01,2018 L v. >v 0 Z) 7 N t N O t L •- 3 U) O 0 L O a a L 01 c n •- c - C 7 O N U1 L L w N r 0 0 x0 TL 10 O v� E 7 N N L DC U w Y L T O oc w• 00 C L 0 O L (l 3 0 oL z o w L t c a00 U O 0,0 0 L L O a 0 0, 0 C t N N N N •- C } 0 w 0 N C O O 0) u H L w a) c L o t U 0 c � L t U) L c O L v 0 T P } O N LC 0 0 v n C w O 0 t L N O N C PREFERRED LOCATION OF PEDESTRIAN PUSH BUTTON (TYP) 5'X 5' (MIN. ) TURNING SPACE SPLIT RADIAL RAMP PLACEMENT SIDEWALK TYPICAL CROSSING LAYOUTS SEE SHEET I OF 4 FOR DETAILS AND DIMENSIONS STOP BAR \ •� CROSSWALK / — — \/\—-—-—-—-—-— - — - — -— IL - -- -- --- SIDEWALK SIDEWALK ADJACENT 4'X 4'(MIN.) SIDEWALK ADJACENT TO CURB MANEUVERING SPACES TO CURB 5'X 5' (MIN. ) TURNING SPACE SIDEWALK SIDEWALK ADJACENT I TO CURB 5'X 5' (MIN. ) TURNING SPACE SIDEWALK y y y y 4'y y y of SIDEWALK REMOTE FROM CURB 7IL �I 0 7I2 SKEWED INTERSECTION WITH "LARGE" RADIUS F STOP BAR F E E CROSSWALK �- ~ / / SIDEWALK � V�Q y y y y y / y y 4'X 4' (MIN. ) SIDEWALK REMOTE MANEUVERING FROM CURB SPACES SKEWED INTERSECTION WITH "SMALL" RADIUS y y STOP BAR y y y y , \ ti CROSSWALK / i \ / SIDEWALK -- ----—-—-—-—- — - — -�- - —- 4'X 4' (MIN. ) SIDEWALK ADJACENT MANEUVERING TO CURB SPACES CROSSWALK O STOP BAR D AT INTERSECTION W/FREE RIGHT TURN & ISLAND 5'X 5' (MIN. ) TURNING SPACE 4'(MIN.) AT OBSTRUCTION SIDEWALK 5' MIN. + 6' PREFERRED. SIDEWALK ADJACENT LEGEND: 5'X 5' (MIN. ) TURNING SPACE y y y SI y y �F* y y Q4 k y y J' y y y y y 5'X 5' (MIN. ) SHARED TURNING SPACE SIDEWALK f 5'MIN. y y y y y y y y y y SIDEWALK REMOTE MID -BLOCK PLACEMENT PERPENDICULAR RAMPS NORMAL INTERSECTION WITH "SMALL" RADIUS SHOWS DOWNWARD SLOPE. DENOTES PREFERRED LOCATION OF PEDESTRIAN PUSH BUTTON (IF APPLICABLE). DENOTES PLANTING OR NON -WALKING SURFACE `- V- NOT PART OF PEDESTRIAN CIRCULATION PATH. V_ \Z- V_ V_ V_ V_ V_ SHEET 4 OF 4 C - O N w L L w 0 w X0 TL 0 0 v0 E 7 N N L• L DC U U) Y L T O C: C w' O L T 0 t O O 3 0 E z o w L t w a0O U O t 0,0 O L L O a 0 0,0 C N L N N C L 0t Cw w 0 N C O O 0) N H L w L 0 t U 0 C � L 0 Co L v > T U } N O N O O 9C C o 0 t L N N C 1'-0" 6" End of ramp 3" R (Typ) Sidewalk Limit of Payment ( Max Length = 30'-10" minus %" Panel Length (Typ) (If Splice Joint is used, requires two Post Min each side) (If Splice Joint is used, requires two Post Min each side) 5'-0" Usual & Max 10" Post Spa (Typ) CL Post ��(Typ)� CL Splice Joint O7 6„ 1,-0„ A 60° Typ 5 Typ EL Post 6 End of I I M M Top of Curb � QU I I S "T I I P t --- ---- O Top of ramp/ M sidewalk l� M ramp I ' 60° I I c 3 II Y R (Typ) — Sidewalk es yate as O ---- - ---® _ --- Base Plate Detail -----__ --- - ELEVATION VIEW - - J TY A TY B Anchor Bolts (Shop Splices and Splice Joints only shown on one Type for clarity) (Typ)11 End of ramp Miter Joints T 60° Limit of Payment (Typ) Max Length = 30'-10" minus -1/8" Panel Length (Typ) (If Splice Joint is used, requires two Post Min each side) (If Splice Joint is used, requires two Post Min each side) 6" 5'-0" Usual & Max 10" O ic Post Spa (Typ) �CL Post -,(TYp) rL Splice Joint O7 6" l'-0" Pickets 8M Typ 1 1 —I 6_0` 5 Typ G i/4 Typ FA,CL Post �- _ End of ramp Sidewalk---- ---------- - ---- Typ _ _\ _ ""Typ Ln 60° \moo i- O a N a M Ln„ Miter Joints See Typical Post F---_-- Base Plate Detai I" O - ® - _ ---- ---_ -----� - Top of ramp/ t----- sidewalk _ TY C D Sidewalk TY D Anchor Bolts ELEVATION VIEW (Typ) 11 (Shop Splices and Splice Joints only shown on one Type for clarity) 1O Parallel to ground. © 2 /2" Dia. Standard Pipe (2.875" O.D., 0.203" wall thickness). r See "Post Mount Detoil" for crimping and trimming post to fit OOne shop splice per panel is permitted with minimum 85 percent penetration. Dia. of top rail. Provide holes as needed in post for galvanizing n 0 The weld may be square groove or single vee groove. Grind smooth. drainage and venting. Plumb all posts. O3 Shop splice is permitted with minimum 85 percent penetration. 7O See "Handrail Fabrication Details" for Splice Joints. The weld may be square groove or single vee groove. Grind smooth. ® % " Dia. Round Bar equal spacing at 4 1/2" Max. Plumb all pickets. 4O See Romp Details located elsewhere in plans for ramp slope and dimensions. 2 Maximum ramp slope will not exceed 8.3 percent. Level landing required Og When needed for accessibility (grade > 5 percent) or as needed s for each 30" rise if grade exceeds 5 percent. for pedestrian safety. O5 1 Dia. Standard Pipe (1.900" O.D., 0.145" wall thickness). Parallel to 10 Not to be used on bridges. ramp / sidewalk. Provide holes as needed in 1 �/2" Dia. pipe for galvanizing drainage and venting. 11 See "General Notes" for anchor bolt information. RECOMMENDED USAGE 10 Dropoff Height/ Recommended Rail Options Condition <30" TY A, TY B, TY C, or TY D dropoff 30" dropoff, TY E or TY F or along Bike Path �L Handrail ,n 5 M 1 o Post 6 I op of Curb D Top of ramp/ — c %#kat sidewalk e "Section Rail Post Foundations" SECTION A -A SECTION B-B (Showing Handrail TY A) (Showing Handrail TY B) rL Handrail u� 5 I I Picket 8 u \� Post 6 } M O O N M V Top of N ramp/ O L sidewalk N o See 'Section at Rail Post Foundations" SECTION C-C (Showing Handrail TY C) SECTION D-D (Showing Handrail TY D) SHEET 1 OF 3 L v. >v N N 7 Z) t N C 3 E 0 L o� L 01 nC C - O N w L L w 0 w o E Xv TL 10 O v0 E 7 N N L DC U Y L T O oc w' O L T 0 0 0 3 E z 0 w L t w a00 U O t 0,0 O L L o a C 0,o C N L N N N •- c } 0 Cw w o N C O O x •- O N H L : y we L o t U T � L C 0 t C 0 L m > T O + N - O N 9 n C N o w t L N O N C V 7 r L fl 0 n c J J End of r Typp _,/� Miter Joints T 60° Limit of Payment ( Max Length = 30'-10" minus %" Panel Length (Typ) (If Splice Joint is used, requires two Post Min each side) (If Splice Joint is used, requires two l'-0" 6" 5'-0" Usual & Max 10" O O Post Spa (Typ) P t o _(TYP) S I' Jnt O7 5 Min each side) — { Handrail 5 \ - IG 1 �— -- O o �� os p ce oi6" 1'-0" Pickets Typ Typ ;60- 5 Typ O O G �/4 TYP /q F CL Post End f ramp 5 i/4 „ 1— n M N V __ I--- — — —— See "Typical Post ---------------__� ------___-- — — Base Plate Detail" ----- __—_ qO Top of ramp/ �E sidewalk TY E ELEVATION VIEW TY F `J (Shop Splices and Splice Joints only shown on one Type for clarity) Limit of Payment (Typ) a YP 60° V Miter Joints _#—t-T ---- Sidewalk Anchor Bolts (TYP) 11 Max Panel Length = 31'-0 1/4" minus % " Max Panel Length = 31'-0 1/4" minus % " (If Splice Joint is used, requires two Wall Mounts Min each side) (If Splice Joint is used, requires two Wall Mounts Min each side) 6" 5'-0" Usual & Max 101, 6„ Wall Mount Spa (Typ) Wall Mounts (Typ) h� CL Wall Mounts (D 2 Splice Joint O7 End of ramp y 60° Typ Handrail O r 1'-0" End of — —G — 1 ramp -See "View I -I" for Handrail Termination 1O 0 M �- Sidewalk V ELEVATION VIEW 1O Parallel to ground. O2 One shop splice per panel is permitted with minimum 85 percent penetration. The weld may be square groove or single vee groove. Grind smooth. O3 Shop splice is permitted with minimum 85 percent penetration. The weld may be square groove or single vee groove. Grind smooth. qO See Ramp Details located elsewhere in plans for ramp slope and dimensions. Maximum ramp slope will not exceed 8.3 percent. Level landing required for each 30" rise if grade exceeds 5 percent. OS 1 /," Dia. Standard Pipe (1.900" O.D., 0.145" wall thickness). Parallel to ramp / sidewalk. Provide holes as needed in 1 /z" Dia. pipe for galvanizing drainage and venting. © 2 '/Z" Dia. Standard Pipe (2.875" O.D., 0.203" wall thickness). See "Post Mount Detail" for crimping and trimming post to fit Dia. of top rail. Provide holes as needed in post for galvanizing drainage and venting. Plumb all posts. 7O See "Handrail Fabrication Details" for Splice Joints. ® CL %" D i a. Round Bar equo I spac i ng at 4 1/2 " Max. Plumb all pickets. 11 See "General Notes" for anchor bolt information. t— O See "Post O Mount Details" 0 Picket® O - C m 0 Ln _ Post 6 } M 0 a Top of ramp/ 0 Q. o sidewalk L D See "Section D D> Sat Rail Post Foundations" SECTION E-E SECTION F-F (Showing Handrail TY E) (Showing Handrail TY F) T Handrail 5 Post adestrion Side 5 TYP Miter Joints 60° 60° SECTION G-G (Showing Handrail Termination) See "Handrail Fabrication Details" for Handrail End Caps. 6" 4' '/4 - D ; i . D Gap D Conc Wall Y R (Typ) 3 Typ��/ 60' ZHandrai 0 G VIEW I -I (Showing Handrail Termination) See "Typical Wall Mount Details" Handra i I O D ;z 3' -0 /e D Concrete Wall D' D D Top of ramp/sidewalk SECTION H-H (Showing Handrail TY W) SHEET 2 OF 3 Z — O N w L L w 0 r 0 0x 0 TL 10 O v0 E 0 N N L C U Y L T O C: C w• O L T 0 0 0 3 E z 0 w L t w a00 U O + U O O L L 0 a C 0, 0 C+ N N N C 1E -+ C w o N C 0 0 0) N H L 0) L CO t U 0 C o} U) L C O L v > T U N — •- n O N O CO 9 N 0 0 + L N N C 1 1/2 " D i o. Standard Pipe (1.900" O.D., 0.145" wall thickness) 3/16 " End Cop P I ate (ASTM-A36) See View I -I Sleeve Member - 1 /2" Dia MT Pipe (1.5" 0.D.,0.120" wall thickness) I - Dia. drain hole located at bottom of pipe. AT TYPE W HANDRAIL END CAPS 4' 4' 74" , Sp ice 1 1/2" D i a. Standard Pipe (1.900" 0. D. , 0. 1 45" wall thickness) I -----____--- -- - - - - - - - - - -- - — — — — — — — — — — — — — — — — — — — — I L-------- -FU----------1 1/4 V 1/4" Dia Pin. Drive fit pin in pre -drilled CL Spliced hole in bottom of Sleeve Member. AT SPLICE JOINTS HANDRAIL FABRICATION DETAILS 4 Bo I t Embedment 1 1 3 %2 " 3- 4" 1/z " Hex Nut 1 /2" 13 2 1/4 2 /4 (ASTM -A563) min �6 Dia. 1" Washer Bolt Holes (Typ) rL Epoxy Anchor 1 Bolts (Typ)11 (Typ) 2 1/4 - — - 3/8 x 1 1/2 " J 4 1/2" --- - F - Bar(ASTM-A36) — 1 2 /4" Typ 1 i% x 1 1/2 " 1 1 11 \— %" Base Plate Bar(ASTM-A36) J11/2" (ASTM-A36) 11/2 11/2 ' SECTION J-J (Anchor Bolts not shown for clarity) Ramp Post at point of tangent 10" R 7 Ramp Post Spa (Typ) 5'-0" Max (Typ) RAMP INTERSECTION - - - - Cant i nuous I I., a Max o 0 � Romp a o - i colib n O Landing o ------ 7 o_ `o u) Ramp a Ramp Landing Post Spacing 5' 0" Max Post Spacing 5'-0" Max MULTI -LEVEL RAMP SINGLE -LEVEL RAMP PLAN SHOWING RAIL AT RAMP CONDITIONS PLAN SHOWING RAIL AT RAMP CONDITIONS GENERAL NOTES Epoxy Anchor Bolts Designed according to ADAAG, Texas Accessibility Standards, Uniform Building (5" Embedment)11 Code, and AASHTO _RFD Specifications. Pedestrian Side CE Handrail 1/2" Pipe (1.900" O.D.30.145" thickness) and Bar(ASTM-A36) — — — — Typ 3" 4 } Dia.Standard wall /e" x 1 /2" Post 6 2" Bolt 11 p ' Projection (Typ) 2„ [I Top of Curb Top of romp/ sidewalk ExistingO romp/ sidewalk reinforcing 6"Min. Varies 6 Post 2" Bolt 11 Projection (Typ) — 4 1/4" Curb (Typ) 2" Handrail anchorage details shown on this standard may require modification for select structure types. See appropriate details elsewhere in plans for these modifications. Pipe will conform to ASTM-A53 Grade B or A500 Grade B. Steel plates and steel bars will conform to ASTM-A36. Mechanical tubing (MT) will conform to ASTM A513 Grade 1015 or higher. Galvanize all steel components except reinforcing steel unless noted otherwise. Concrete for foundations will be in accordance with Item 531 "Sidewalks". All reinforcing steel must be Grade 60. Bar laps, where required, will be as follows: Uncoated - #4 = 1'-5" Epoxy coated - #4 = 2'-1" When the plans require pointed steel, follow the requirements for painting galvanized steel in Item 446, "Cleaning and Painting Steel". Sleeve Members will receive golvanizotion and only get field pointed after installation unless directed otherwise by Engineer. 3/" x 1 /2 Bar (Typ) (Typ) Epoxy Anchor bolts for wall mount and post base plate will be % " Dia. ASTM A36 threaded rods with one hex nut and one hardened steel washer at Bars S(#3)12 each bolt. % " Dia. threaded rod embedment depth for wall mounts is 3 1/2" and embedment depth for post base plate is 5". Bars D(#4)13 Embed threaded rods into concrete with a Type III (Class C) epoxy meeting 12" 12" the requirements of DMS-6100, "Epoxies and Adhesives". Mix and dispense adhesive with the manufacturer's static mixing nozzle/dual cartridge system. WITHOUT CURB WITH CURB Core drill holes (percussion drilling not permitted). SECTION AT RAIL POST FOUNDATIONS At the contractor's option the post base plate anchor bolts may be cast with the Ramp/Sidewalk (See Cast -in -Place Anchor Bolt Options). Optional cast -in -place anchor bolts will be %" Dia ASTM A307 Grade A bolts (or A36 threaded rods with one tack welded hex nut each) with one hex nut CL 5/8" Dia. Hex Head Anchor Bolt (ASTM-A307) or and one hardened steel washer at each bolt. Embedment depth of cast -in -place Threaded Rod (ASTM-A36) with one Hardened Steel 2" Min. bolt will be 8" for post base plate. Washer placed under Hex Nut. One additional Hex Thread Length Nut will be furnished for each Threaded Rod. Handrails and any wall or other surface adjacent to them will be free of any sharp or abrasive elements. O1 1/2" Dia. Standard Pipe (1.900" O.D., 0.145" wall thickness). Parallel to ramp/sidewalk. I I Submit shop drawings to the Engineer unless otherwise noted. For curved Provide holes as needed in 1 1/2" Dia. pipe for galvanizing drainage and venting. © 2 '/2" Dia. Standard Pipe (2.875" O.D., 0.203" wall thickness). Plumb all posts. See "Post Mount Detail" for crimping and trimming post to fit the diomenter of top rail. Provide holes as needed in post for galvanizing drainage and venting. 11 See "General Notes" for anchor bolt information. 12 Bars S(#3) spaced at 12" Max (Spaced 3" from outside edge of overall length of Ramp/Sidewalk). 13 Provide 1 1/2" end cover to Bars D(#4) from outside edge of overall length of Ramp/Sidewalk. 1i/2 WoII----- 3/9 " Base P I ate / (ASTM-A36)� 1 /4" Bolt Projection (Typ) SECTION AT WALL MOUNT TYPICAL WALL MOUNT DETAILS 8" 5 3 %4 " 3 3/4 , 4 1 1/4 1 1/4 (Typ) (Typ> (Typ) C — — 13/1," D i a. n Varies 7'/2 Bo t Ho e 0 n 0 6 Post BARS S (#3) 1/16 Dia. Typ 2 Bolt Hole /4 3/6"Dia. Max /2 " Base Plate 5 Drain Hole (ASTM-A36) TYPICAL POST BASE PLATE DETAIL 8 (ASTM-A36) %" x 1 1/2" Bar (ASTM-A36) than 600 ft. Shop drawings are required when rail is fabricated to the curve. Tack 8"Embed Weld For all handrails, erection drawings will be submitted to the Engineer for approval to ensure proper installation. (L Drawings will show handrail mount locations with bolts setting, spacing, ramp Flush or/,6" Mox T slope, and/or splice joint locations, and handrail lengths with identification 11 showing where each handrail goes on the layout. CAST -IN -PLACE BOLT Payment for concrete sidewalks or curb romps will be ANCHOR BOLT OPTIONS y P paid for in accordance with Item 531 "Sidewalks". (Used for Post Base Plate only) Payment for all items shown is to be included in unit price bid in accordance with Item 450 "Railing" of the type specified. % - All exposed edges will be rounded or chamfered to approximate) rindin 5 9 Y /8" by 9 9• Post SHEET 3 OF 3 FL 2 1/2" D i a. Standard P i pe 1 •� - ® Design 2 /4 " Bend L i ne Division ( 2. 875" 0. D. , 0. 203" wa I I thickness) 51/4 „ ,Texas Department of Transportation Standard and PL %x 1 1/2 " Bar (ASTM-A36) . - - - 2 Y,4 I�` Pedestrian Side 11/2" 5 Handrail Typ PEDESTRIAN HANDRAIL /4 — min — — — — — — 1/4 TYP 3" DETAILS I 1 21/2 5 —II — — 1—R— ZrL 3/a" x , /z" PRD- 1 3 SECTION K-K 3 1 Bor(ASTM-A36) x 1 /2 ° FILE: prdl 3. dgn oN: TxDOT I ON: AM I ow: JTR I cK: CGL Bar(ASTM-A36) (D ELEVATION TxDOT December CONT SECT JOB HIGHWAY POST MOUNT DETAILS RFVTSFn MAY_ gn13 fVP) 6-1-gr �° LUz ° o Q ui �� a D� dCCU e ° � o d a � � a o ° ° (� � D 4O o D y Q Q ■ NTTO Q ]4 L093 0 500' LL — ® o n W 0 //11 11 LEGEND: W zo PLAYA BASIN ID - ER - Q L093 - PLAYA LAKE NUMBER ■■■■■■■ [� °� - - - fir• ,� � 7rli � - � � __ _ 107 R� 1i i t ' 21 - r • i • � '�� Nit � �� � - — s o °- o b ON W D ESTATE ET N ION BA I ° 3 Q d O o° v -� ➢ C� oD 3 o e - O O QO to °o n 6D Dooc� o 4 � � J b 0 Q o° °Q w � ba V a TOWNSHIP o �� o I`sh �N BASINS n C/)U o° e ° o ® uV 6 L u D_ J ° UQJ Q2¢ zQ� b °0 O ov ::- Lu Lu o —Je � � o 0 on 00° MMa d o Q U U K102 ° ° p 121 e SHEET 1 OF 1 U ln� mom.:j moor a - o - a 0 125' 250' Y ,�.r--• _ T 1 t LEGEND: �� w ,f ,xa ! ,s �• " K102-04 - 114TH STREET ~ ■� < w SUB -BASIN ID Q \/ U — - 114TH STREET LOCAL K101-SLIDE CHANNEL- DRAINAGE AREA LIMITS - IA FLOW DIRECTION 1 I' K101-6+61 " K 10+73 K102-SLIDEto INLET NE K101-8+73 , e '� K102-4+63 N IfC1T01-16+1 K101-19+37 _ K101-27+80 K102-4+63 S +73 K102-16+15 K102-SLIDE INLET SW w — -- --- �K102-6+62 U a 4w -� w K102-9+90� L K102-1 0+73— - K102-19+81 K102'L8 0 YJoi IOff_-tom a lW �R--'-thy :.. _ •� ..y�.s ♦ ` - Y• ..—Qdq `. r� r Q, ......... .. .. ........� NATHAN LEF `� . 10768 ff.poo.Ci �"• - .-_ KlUT_ --- K1U2-35+54 6/2/2021 -- - —— --_ = cn - w a H 35+32 W N K102-CH o(+o x W w �- U 28+61 Y O Q O Of Of - Z rm QO Ir r H L LU W LLJ e tY 0 r H J U) (f) .. .i w d ZQU Lu p 0 Q •...� Q..j�� U z z y - w N 3 w 122 o Q SHEET 1 OF 2 No Text 0 w 0 a HYDROLOGIC DATA SUMMARY TABLE SUB -BASIN MAP ID AREA (cc) TIME OF CONCENTRATION To (min) FLOW FULLY DEVELOPED CN 1% AEP FLOW (cfs) K101-10+73 0.28 15 98.0 1.90 K101-16+15 2.03 15 98.0 13.63 K101-19+37 1.23 15 98.0 8.25 K101-27+80 3.25 15 97.7 21.76 K101-36+13 1.02 15 84.1 5.82 K101-43+00 E 0.41 15 97.0 2.72 K101-43+00 W 0.52 15 98.0 3.49 K101-47+34 4.09 18 98.0 25.64 K101-6+61 0.08 15 98.0 0.57 K101-8+73 0.92 15 98.0 6.14 K101-9+90 0.46 15 98.0 3.09 K101-FALLS 75.54 39 93.9 297.48 K101-L090D 161.67 39 81.7 530.97 K101-SLIDE CHANNEL 14.70 37 97.9 63.19 K102-10+73 0.07 15 98.0 0.47 K102-16+15 0.43 15 92.2 2.72 K102-18+95 0.22 15 86.2 1.32 K102-19+81 13.46 20 91.7 75.62 K102-27+34 0.67 15 87.9 4.08 K102-28+61 9.23 15 88.6 56. 98 K102-35+54 0.62 15 83.3 3.50 K102-4+63 N 8.13 45 95.4 30.12 K102-4+63 S 3.66 38 88.4 13.71 K102-43+00 E 0.42 15 64.0 1.44 K102-43+00 W 0.58 15 75.1 2.73 K102-46 6.32 15 65.8 26.27 K102-48+34 0.81 15 95.2 5.20 K102-57+85 N 2.43 15 89.4 14.44 K102-57+85 S 0.30 15 98.0 2.03 K102-6+62 0.08 1 15 98.0 0.55 K102-8+73 0.22 15 98.0 1.47 K102-9+90 0.12 15 98.0 0.82 K102-CH 18+95 1.97 15 91.3 12.35 K102-CH 27+65 1.35 15 88.7 8.33 K102-CH 28+61 0.45 15 80.0 2.42 K102-CH 35+32 1.18 15 83.5 6.68 K102-CH 35+32 W 1.47 15 83.7 8.39 K102-CH 36+24 0.78 15 80.0 4.16 K102-CH 38+87 0.34 15 80.0 1.79 K102-CH 41+35 0.65 1 15 80.0 3.06 K102-CHICAGO N 16.00 97 98.0 35.74 K102-CHICAGO S 3.89 80 91.7 9.13 K102-SLIDE INLET NE 0.56 15 98.0 3.77 K102-SLIDE INLET SW 34.69 82 86.5 74.46 K102-SLIDE LP SE 0.69 15 98.0 4.63 HYDRAULIC DATA SUMMARY TABLE LEFT GUTTER STATION FLOW RATE (cfs) WATER SURFACE ELEVATION (NAVD 88) GUTTER ELEVATION (NAVD 88) FLOW DEPTH (ft) 01+50.00 148.92 3258.44 3256.63 1.81 02+33.91 148.79 3258. 18 3256. 27 1.91 03+13.91 148.74 3257.78 3256.07 1.71 04+30.08 148.72 3257. 02 3255. 79 1.23 04+56.50 102.50 3256.57 3255.50 1.07 06+51.80 10.96 3254.44 3254.03 0.41 07+80.00 10. 97 3252. 25 3251. 79 0.46 08+73.30 11. 83 3251.48 3251.04 0.44 09+90.00 12. 30 3250. 90 3250. 23 0.67 10+73.30 12.51 3250.61 3249.95 0.66 16+15.00 24. 27 3248.26 3247.52 0.74 18+20.00 24.05 3247.48 3246.56 0.92 19+37.00 30. 32 3247. 27 3246.33 0.94 27+80.00 45.09 3245.88 3244.64 1.24 36+13.24 47. 86 3243.74 3242.97 0.77 43+00.00 17.95 3241.85 3241.60 0.25 47+55.00 2.27 3243.64 3243.28 0.36 48+35.00 35. 63 3243.86 3243.41 0. 45 55+30.00 -- NA (High Point) 3245.12 -- 57+75.50 25.02 3245.09 3244.40 0.69 HYDRAULIC DATA DRAINAGE STRUCTURE SUMMARIES CULVERT No. 1 (VICKSBURG AVE.) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 152.8 160.8 168.E V (fps) 8.9 9.2 9.5 OVERTOPPING Q (cfs) 29.4 49.5 73.6 Upstream PWSE (ft) 3246.90 3247.03 3247.15 Downstream PWSE (ft) 3245.32 3245.39 3245.56 CULVERT No. 5 (SAVANNAH AVE.) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 143.1 147.0 256.8 V (fps) 9.1 9.3 14.3 OVERTOPPING Q (cfs) 42.1 88.4 118.9 Upstream PWSE (ft) 3242.05 3242.24 3242.35 Downstream PWSE (ft) 3236.57 3236.83 3237.11 INLET No. 1 (SLIDE ROAD NE CORNER) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 16.65 27.05 41.17 INLET PWSE (ft) 3255.74 3255.79 3255.84 PONDED WIDTH (ft) 10.5 12.4 14.6 PONDED DEPTH (ft) 0.28 0.33 0.38 INLET No. 4 (STA 4+56.50 LT GUTTER - SAG) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 11.8 11.5 11.4 INLET PWSE (ft) 3256.44 3256.50 3256.57 PONDED WIDTH (ft) 33.0 33.0 33.0 PONDED DEPTH (ft) 0.94 1.00 1.07 CULVERT No. 2 (UXBRIDGE AVE.) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 192_6 187.1 186.8 V (fps) 10.7 10.4 10.4 OVERTOPPING Q (cfs) 45.7 46.3 81.7 Upstream PWSE (ft) 3245.17 3245.17 3245.32 Downstream PWSE (ft) 3243.38 3243.58 3243.71 CULVERT No. 6 (STATION 43+00) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 648.2 759.8 888.3 V (fps) 3.2 3.4 3.6 OVERTOPPING Q (cfs) 0.0 0.0 0.0 Upstream PWSE (ft) 3242.63 3242.74 3242. 87 Downstream PWSE (ft) 3236.57 3236.83 3237.11 INLET No. 2 (STA 43+00 LT GUTTER) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 11.83 14.52 17.95 INLET PWSE (ft) 3241.79 3241.82 3241.85 PONDED WIDTH (ft) 9.5 11.0 12.5 PONDED DEPTH (ft) 0.19 0.22 0.25 INLET No. 5 (STA 4+82.19 RT GUTTER) STORM 25-YEAR 50-YEAR 100-YEAR 0 (cfs) 15.68 19.96 26.37 INLET PWSE (ft) 3255.79 3255.85 3255.97 PONDED WIDTH (ft) 19.5 22.5 23.5 PONDED DEPTH (ft) 0.39 0.45 0.47 RIGHT GUTTER STATION FLOW RATE (cfs) WATER SURFACE ELEVATION (NAVD 88) GUTTER ELEVATION (NAVD 88) FLOW DEPTH (ft) 01+00.00 19.70 3257. 26 3256. 69 0.57 2+60.69 19.92 3256.70 3255. 98 0.72 4+82.19 26.36 3255.97 3255. 40 0.57 06+62.79 0.55 3254.23 3254. 05 0.18 07+80.00 0.55 3252. 19 3252. 01 0.18 8+73.00 2.01 3251. 56 3251.27 0.29 9+90.00 2.84 3250. 70 3250. 33 0.37 10+73.00 3.16 3250. 33 3249. 96 0.37 16+15.00 5.52 3247. 98 3247. 52 0.46 18+20.00 5.43 3247.15 3246. 56 0.59 18+75.00 6.02 3247.03 3246. 45 0.58 27+34. 80 7.62 3245. 40 3244. 73 0.67 35+32.31 9.05 3243. 68 3243. 14 0.54 42+14. 51 3.44 3242. 21 3241. 80 0.41 43+00.00 11.26 3241. 58 3241. 36 0.22 43+64. 42 4.92 3241. 98 3241.49 0.49 44+99. 89 4.94 3242. 33 3241. 76 0.57 47+47. 43 5.11 3242. 83 3242. 26 0.57 48+37. 43 5.16 3243. 43 3243.02 0.41 48+84. 57 5.17 3243. 70 3243. 18 0.52 52+63. 33 0 3244. 44 3244. 44 0 53+47.05 0 3244. 72 3244. 72 0 55+27.73 -- NA (High Point) 3244. 38 -- 55+51.62 0.12 3244. 58 3244. 30 0.28 56+40.24 0.44 3244. 58 3244. 11 0.47 57+59.40 1.11 3244. 58 3243. 87 0.71 57+76.21 25.87 3244. 58 3243. 99 0.59 CHANNEL STATION FLOW RATE (cfs) WATER SURFACE ELEVATION (NAVD 88) CHANNEL FLOWLINE (NAVD 88) FLOW DEPTH (ft) EXISTING TOP OF SOUTH BANK (ft) EXISTING DEPTH BELOW SOUTH BANK (ft) 06+81.25 219.50 3251.37 3249. 54 1.83 3253. 90 2.53 09+90.00 219.26 3249.76 3247. 93 1.83 3252.61 2.85 16+15.00 219.87 3247.54 3244. 68 2.86 3248. 25 0.71 18+95. 06 242.04 3247. 52 3243. 22 4.30 3247. 64 0.12 19+81. 06 258. 20 3245. 71 3242. 97 2.74 3248. 15 2.44 27+54. 80 258. 72 3245. 46 3240. 73 4.73 3245. 92 0.46 28+61.80 265.63 3243.78 3240. 38 3.40 3245. 47 1.69 35+52. 31 269. 41 3243. 67 3238. 52 5.15 3244. 22 0.55 36+24. 31 270. 12 3243. 02 3238. 35 4.67 3244. 74 1.72 38+15. 75 270. 22 3243.01 3237. 77 5.24 3243. 33 0.32 38+87. 75 270. 69 3242. 29 3237. 59 4.70 3243. 06 0.77 41+35.65 270. 78 3242. 28 3236. 91 5.37 3243. 74 1.46 Vintage Basin 1 -- 3237. 10 3233.00 4.10 -- -- CULVERT No. 3 (TOPEKA AVE.) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 153.1 157.8 161.4 V (fps) 8.5 8.8 9.0 OVERTOPPING Q (cfs) 68.3 119.8 154.9 Upstream PWSE (ft) 3243.30 3243.48 3243.59 Downstream PWSE (ft) 3242.71 3242.91 3243.02 CULVERT No. 7 (STATION 9+50.17) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 158.6 171.9 177.1 V (fps) 9.1 9.6 10.3 OVERTOPPING Q (cfs) 9.2 19.5 51.1 Upstream PWSE (ft) 3250.94 3251.06 3251.29 Downstream PWSE (ft) 3249.76 3249.91 3250.08 INLET No. 3 (STA 4+30.08 LT GUTTER - ON GRADE) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 48.1 47.8 48.2 INLET PWSE (ft) 3256.83 3256.92 3257.02 PONDED WIDTH (ft) 33.0 33.0 33.0 PONDED DEPTH (ft) 1.04 1.13 1.23 CULVERT No. 4 (TRAFALGAR AVE.) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 147.4 153.7 158.9 V (fps) 8.5 8.6 8.8 OVERTOPPING Q (cfs) 59.9 110.4 143.2 Upstream PWSE (ft) 3242.71 3242.9 3243.01 Downstream PWSE (ft) 3242.05 3242.25 3242.36 CULVERT No. 8 (STATION 11,91.17) STORM 25-YEAR 50-YEAR 100-YEAR Q (cfs) 163.7 179.1 190.8 V (fps) 9.4 10.0 10.6 OVERTOPPING Q (cfs) 4.2 12.2 28.4 Upstream PWSE (ft) 3249. 71 3249.86 3250.02 Downstream PWSE (ft) 3247.37 3247.50 3247.63 NRCS TYPE II DESIGN STORM RAINFALL TOTALS (24-HOUR EVENT) RETURN PERIOD DESIGN RAINFALL DEPTH (YEARS) (INCHES) 2 2.72 5 3. 54 10 4. 25 25 5. 27 100 6.94 500 8.38 SOURCE: NOAA ATLAS 14 VOLUME 11 (2018) 500-YR STORM DEPTH FROM TECHNICAL PAPER-40, US DEPT. OF COMMERCE AND NOAA TECHNICAL MEMORANDUM NWS HYDRO-35 NOTES: 1. INTERCONNECTED POND ROUTING (ICPR) SOFTWARE USED FOR ALL HYDROLOGIC AND HYDRAULIC SIMULATIONS. 2. ALL STORM EVENTS ARE 24-HR DURATION. REFERENCES: 1. CITY OF LUBBOCK 2018 MASTER DRAINAGE PLAN STUDY. 2. CITY OF LUBBOCK DRAINAGE CRITERIA MANUAL (DCM). DATED NOVEMBER 2019 1 NATHAN K. F . 107635 6/2/2021 z W W �a � O O Q O 0- LuCD Z 0 O d W W W � J U) C0 V 124 SHEET 1OF1 ALTERNATE #4 BASE BID O III I I III 3; II � I III �I III LLJ p III �w �i j11 h INLET NO. 1 w; II I I III III O II o- O EXIST ROW - - -----------A --------------------- 0 O - -vi -------------r---- -- -------r---- 7--5- 0-0 — — --�- N I I � I I__—___ - i ' I. I 'I I' HORIZONTAL: PROP ROW ------ ----�'-^--„_�---._KLSS_&Q EXIST ROWVERTICAL: }-__-__-__-__-__---__--_ l a I— ��----------- ~ a-- — — — — — ——�T�fTH—�T� — — — -- ----\— — -- N 0 5 10 I\ -------------------------- --- EXIST �'•' I III p III I III a III III 0Lu II II jr p II II � I �10 III w' w II II I ' x GENERAL NOTES I III- _ - _ - _ - _ -JI 1� PAP 1. WATER SURFACE ELEVATIONS SHOWN ARE ESTIMATED FROM MODELING USING THE 100-YR 24-HR DESIGN STORM EVENT USING PROPOSED ELEVATIONS OF THE ROADWAY DESIGN PROFILE AND TYPICAL SECTIONS. 2. EXISTING AND PROPOSED HGL PROFILE REPRESENTS ESTIMATED PEAK WATER SURFACE RESULTING FROM THE 100-YR 24-HR DESIGN STORM. DRAINAGE CHANNEL .................................-- z Z I EXIST ROW ALTERNATE #4 ;---�— ;BASE BID 3�265......... :............................. .........;.........;.........;.........;.....................'...................:...........................:------------------ :................... :........ ........ .3,265.. VSLIDE ROAD A 5*67 16 PROP LT GUTTER HGL I 3L260.........:........:........:.......PROP RT GUTTER HGL; .......;.........;.......................4... ..... :.PROP LT GUTTER HGL .... ....... : ....... ...... 3,260.. --- - PROP RT GUTTER 3�255. ...... ...... ...... .--- =S )0:3(1:%^ — - -=r=` 3t255.. —PROP RT GUTTER HGL PR Z7—�2 3250 OP RT GUTTER""'"' ( ) t: 00%''• ....PROP LT GUTTER. +I :........:. : t a PROP LT GUTTER — (:-) 0. 56% ..3e 245 `n ... 3t 245. .:. .:. :. :. . 0% co a, HRAIINAGE CHANNEL '" DRAINAGE N M CHANNEL HGL ; M 1p M L` ...... ..........---'......--'..................' ............ ..... ..... ..... ..... a ry ----- ...... .....v ........:.....� `. .3:..... d n .:. .:. ..>.J.:. .:. �N JCD* V n it Jw ro ^ V 235 31235------------------=---------------------------'---------'---------'---------'---------'------...........7........7........= ..... ...... W ...� ix Q:. z z >_.. _. ..... ... ... ... ... ... ... ... •.. 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J J�,�UU o1w NOl �.� OLn W,I� tDNN,Q l-Ol-NON,M mN O.co In Ol IMW L"Lo Ind In Ln Ln.to t9 Ln Ol-m:,Qn pl IM MQ,�I�V wlU oI co In tD.N QNN.(n OD W�In of N(D�N ":co:vOI co tO V.UI MIfl tD0 ro.O My ta7 M O•lM nN Nco N,9xo Vwc\jNo IOM�I�IN 19.1� t0 a0 ,9•l0 to I`Lnw Ln Lnw Lo w Ln Ln -Ln-Q MMMM�� �N-•N cO� 0--��� OO O.OIDO oloololoo 01001 �OD ln•Ln InOIn•N Ln In InLn In N In Ln In NIn'N In In InN Ln Init L In In Ln lt}In,lfl L 0lt 010 L Ill l -Ln Iul ILn-•N,Ln IN-'V V V N'N NNN'N NNN'N NNN'N NNN'N NNN'N NNNNNN NNNNNN NNNNNN NNNNNN NN N'N NN NN N'N NN f�'M fhMM'M MMM'M MMM'M MMM'M MMM'M MMNYM MM nrl)NYM ISM MM IM'Mr r) nIn ,MMf In I")MM•Mf r) f�MM'Mf IM 1*00 2*00 3*00 4*00 5*00 6*00 7*00 8*00 9*00 10*00 11*00 12*00 ❑8 W" z Wd= L O 0 o= cn Q T i o H Z o `^do` g z � F Q)Inc m a Z�.F E OF T \\\ � LESLIE P...BRUCE 97360 W� \� 1/17/2021 LU x � Lu W ^ �++ O ~ ONQN IL LL �Y —Q U Z 0 F— a ` LU W LU LU 0 U) U v M N n \ In = m o z w o z U < a 124 SHEET 1 OF 5 I I I I fl I I I I I I I 0 L* _===-----L------===_= — ----.--_— _—___________— _—______________� =�=�________� _�__= 1-------------------1-------------------L— — —EXIST R04VI— Ln N N— — — — — — — — — — — — —— — - — — — — — — — — — — — — — — — — — — — — — — — — — — — V7 L1.J - — - T - — - — - — - — T — - — . — - — - T - — - — - — - — — - — - — - — - T - — - — - — - — — - — - — - — T T 1 - — - — - T - — - — - — - — -i — - — w z ............................. ............a5+oo zo-oa z_ J J U_—__—__—__—_—__—__—__—__—__—__—__—__—__—__—__:_—__—__—__—__—__—__ _ �� __—�� __—__— _ U Q EXIST ROW ( �� _ EXIST ROW Q — — — — — — — — — — — — — --- — 1=4 -- — -- — -- — - DRNG ESMT r - - --- r--- - -- -- I-- J1, -- - ----�-------------r - - - -�CONC CHI I kklim �IIi' I I I DRAINAGE ANNEL II Ij Y ' III I I I I I I I Illj �' a llll' I I I ------------- GENERAL INOTES I I I I I I 1. WATER SURFACE ELEVATIONS SHOWN ARE ESTIMATED FROM MODELING USING THE 100-YR 24-HR DESIGN STORM EVENT USING PROPOSED ELEVATIONS OF THE ROADWAY DESIGN PROFILE AND TYPICAL SECTIONS. 2. EXISTING AND PROPOSED HGL PROFILE REPRESENTS ESTIMATED PEAK WATER SURFACE RESULTING FROM THE 100-YR 24-HR DESIGN STORM. HORIZONTAL: 0 50 100 VLRTICAL: 0 5 10 CL VICKSBURG AVENUE 3,260.........:........:........:........:.........:.........:.........:................................................. TA ':..06....:........:.........:.................. ----- 3,260 •S 9.38 ........:.................:................ ...... ...... ...... ...... ...... .... ....... ...... ...... ' ...... .3,255.. PROP RT GUTTER HGL PROP RT GUTTER T PROP L GUTTER P GU HGL 3,250 ...... .. ... ....... ...... ...... ................... ..... ...... .... ...... . . . ...... ...... ...... ' ...... ...... ...... 3,250. 3,245- ... (-).... ...... --- —��:�— -- --- ---- --- — 0.37%: ....... ... .'.' .. ... 3,245. 245 ... . (-)0.'37% (-)0.50% (-)0.22% PROP LT GUTTER 3e240. ..... ..... ..... SRAOINAGE CHANNEL HGL....... ....... ..... .3,240. .:. .:. .. N 00: ip . u, . m ° 6AIINAGE CHANNEL co --3,235.................................................... 7-_ ............... ..... ..... ....... ----- ----- ----- • ----- ----- ----- -3,235 Q. Ol N' w 2 > W. J (.D J,COJJ > W . ma —am Lu z z .....................'------............................. = = = 3,230.. W W W W Q Q HH H•H S2 HH H'H CJU J Z)_.Z) 7U C7U UU J J�,w UU ...................................................................... ...................... . .. ...... .. .. .. .. .. ....------ . .. . ---- --- . .. ------------ . --- ---- . .. ..--------- .. ........ ........ ....... fnM V.InMI� o�Ol 6l.�1�0 QLUQ�ODOM OIMOILnf 'D NQ N,Qr OI in ID N OQ 0.00 in tO Or (:).a) 10 Lr) 0O 0.0 QN OQ 0.�N0) Or O.N O tO 0l tO 0I.MM In .QC)OIn 0r0O tOQ MONN1-01-t01t0�nN 0 �L011 000tOvul xWWVO�nvO.OM1roQ:0•.M W 01 W01 L( N01 OJ•CDQr• WODOJTOD-r _00_0DQr r-.r•Mr l0r (�:N 1nr l0r WL6MN lfl r•Wlfl NLl (Dr•t0•IDN Ln LQ iCI•t0N «7 <4 Ln•L4N Ln l4 Ln l4 �Q V•QVQ �Q V•Q �Q VQVQVQ VQVQVQ NN N N N "VQ"QNQ VQ�•QNQ "Q�•QNQ NQN•QNQ NQN•QNQ NQN•QNQ NQNQVQ NNNNNN NNNNNN NNNNNN NNNNNN NNNNNN NNNNNN NNNNNN NN N'N NN NN N'N NN NNNNNN NNNNNN fn Mfn'MMM fnMM•M Inin MMfn'M fn IM MM M'fM In PNI In M In'fMM WI In M n:v)M I+1 MMrYMMM InMNYM InM InMM'M fnM InMM'M fnM InMM'M fnM fnMM'M fnM 13.00 IA-00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 �.F ZE OF T \\\ F of97360 t ! �.LESLIE P. BRU_CE j 11/17/2021 LuLu x � W ^ W O ~ ONQN a- LL a-Y —Q U Z 0 0 acl LU W ` �� Lu 0 U) U M N n \ m = m o zz w o 3 U < a G 0 U 125 SHEET 2 OF 5 ❑8 W" N z W (� �a 0° IIII III Q w - I IIII;>alpll IIII IIII ^ � E I I I I I I III Illli� ��a= g \ I I I Mill ! III I� HORIZONTAL: EXIST ROW o 0 50 100 o \ _ _ ---------------------- EXIST ROW — J/�/i I \ `n� N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — M - i VLRTICAL: N — — — — — — — ' V7 0 �14T1-h--S-TRF-€T----------- 0 5 10 8 35+00 ----------T--------T--------�-----------------t� �..�-.-� W r Z25+00 ----------------------------------------------- Z m J - - - - - - - - - - - - - / J - - - ------------------ - -- -- - - - - ---------------------------------------1v' - -- ___ ----- EXIST ROW �T �T �XI�T OW i �: ` 07� — -- hp�I IIIIIIIII om iII�Y� d��II IIIIIiII Ir` rL 1 — — I 6� J1 - oil S.p ---- ---- am--- ---- -- — ---- ---n---- --- ---- ---- 7`---- - �------ ---7 s CONC ?- NNEL /om� 01 .L.?..I.E...P.. ..TB_FR.DRAINAGE CHAI oQ 97360> ? E W�t i %k'ONai 6N GENERAL NOTES ) I r11712021 1. WATER SURFACE ELEVATIONS SHOWN ARE ESTIMATED FROM MODELING USING THE 100-YR 24-HR DESIGNt/�/ STORM EVENT USING PROPOSED ELEVATIONS OF THE ROADWAY DESIGN PROFILE AND TYPICAL SECTIONS. 2. EXISTING AND PROPOSED HGL PROFILE REPRESENTS ESTIMATED PEAK WATER SURFACE RESULTING FROM THE 100-YR 24-HR DESIGN STORM. CL UXBRI;DGE AVENUE ; STA 28.08.30 ' ' TOPEKA AVENUE 3,255A + - ............... ............. 33,'225505 .- PROP RT GUTTER HGL 3,250.......... ..... ..... ----- -- PROP LT GUTTER HGL ...... .............. ...... ...... ...... .... ...... . PROP RT GUTTER- --- . -=---=-T =�= T - --3:245--------_---�_ ---�__ -_ --„_ - - ..............:............. 3,245.. (-)0.22% (-):0.50% 3,240. :. (;-) 0. 27% .................:..... .:. ...... ... ........ 3, 240 .. • PROP LT GUTTER NC o RAINA GE CHANNEL HGL o ......... ;_ CONIC ....... ...... ...... .....o<........: a N 3,235 N Q . RAINAGE CHANNEL °D N N ao N - OON + M M N Q N lD N J Co In N M > > W d J M .. 230 ... .... .........................:........:....................................... > w......................:........:................ ...... ...... ...... ....... ..... ..... ..... ... -` ....... > o .. ..... J c� J ,J 3,225. =--------' 3,225.. W W W W Q Q ........................ HH H•H UU U U U•UUU 00 ........ J .........OV.. UIiSf]U �ON...cNOrD .............•........ ........... ................ ...................... .. .. ..i........... .. ......... .. .. .....Q. .. ... .......... ......... ......... .. ............ .. .....M..�II.�.... ....... ONVMJ o�o O.tU 01 c) 0 OOMxa) o'D O.-- 000.0 v 10 OV O.�ow CM 0.3c\j OO.U)I- O OOIUmM oOWV-M tO D tO�N-t0 NODOtO 000•0o0 'co' C..IO. Li t9t0 O Ni�110 nNtD 0�u ul 10_l:uf _('Do Lin-.n vto v In-o QLo7 nOV QLo7 Lnc)n QLnQv OM Qu Q OEM MV MQ OEM MVM.v oln .10 MvrnM 6'M rev n."; cOM 1 r McOM V V• Q V V V• Q Q V V V Q V V V V V V V V V V V V V V V V � M V �• V M V � V" V V V M V NNN'NNN NNN'NNin NNN'N NN NN N'NNN N" N NN N'NNN N NN N'N NN "V NN NN NN "N " NN NN NN N� N NN N•N NN N NNNNNN N� NNN•N NN NN N'NNN f�Mf�'MMM fhMM'M IhM fh Mfh'M IhM MMM'M ISM in M1+1'M ISM in MN1'MMM MMNYM MM I"1M NYM ISM I"1MM'M nM nMM'M fnM I")MM'M fnM MM'M M 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 LULu x � W ^ W O ~ ONQN LL IL -Q U Z 0 a0 W ` �� LU LU LU 0 U) U v M N n \ m = m o zz w o 3 U < a 126 SHEET 3 OF 5 I I I EXIST ROW 40+00 N � III�;wllll � ZIII INLET NO. 2 I III > III �c�;allll I III III II ' I IIII I III III I I HORIZONTAL: 0 50 100 EXIST ROW Ln -o a VERTICAL: ---------------- - - - - -- 114TH STREET T�.T ^ 0 5 10 45+00 -------------------------------------------- Z - '---_-- _-_ J ----- --- , (�---_- -- EXIST ROW �,- EXI T ROW r EXIST ROW iJ= 1111I -r -- --r-- --- -- ---- I � III - -r- --- 71:11 I' I 3-6'X2' CONC CULVERTS I I I Ilalwllll� I I al,l 2-8'X3' CONC CULVERTS I Z III I 1 -15" RCP DRAINAGE CHANNEL--i rr-I>;>IIII I ---—--—--—-- — -- — a ul ql1 � I I I I I GI �d I I GENERAL NOTES \ 1. WATER SURFACE ELEVATIONS SHOWN ARE ESTIMATED FROM MODELING USING THE 100-YR 24-HR DESIGN STORM EVENT USING PROPOSED ELEVATIONS OF THE ROADWAY DESIGN PROFILE AND TYPICAL SECTIONS. 2. EXISTING AND PROPOSED HGL PROFILE REPRESENTS ESTIMATED PEAK WATER SURFACE RESULTING FROM THE 100-YR 24-HR DESIGN STORM. SAVANNAH AVENUE (V RICHMOND AVENUE CL TRAFALGAR AVENUE STA 41-72.70 STA 47+94.73 STA 3 +51.75 ........:255 ........................... ;......... ;......... ;......... ;......... .........:.......:........ :........ :................... ......... ......... :......... ......... ......... ........................... I........ .. ..... 33,e225405 . ........ ;'II ...... ,� N- ..... ..... ..... ...... ..... ..... ..... - ..... - .... ...... .3,250..-.... PROP GUTTER HGL CO+ PROP L GUTTER DRAINAGE CHANNEL HGL > ..... ...... ...... ..... .. .. ..... ...... ..... ...... ...... ...... ....... ...... . .... . 3,245 3,240 :. (-)0.20% (-)0.50% (-)0.207 (-)0.507 02% 0.05% O ti� 3,235- ;........ .. . ...... .. .. ..... 3,235 .. , 3 - 6'... CULVERTS PROP T GUTTER , 0.00% ,N 'n PROP RT GUTTER HGL • � `� `(' CONC • � � � � i- . 2 - 8' X3' CULVERTS , ° v v ERAINAGE CHANNEL - rn � Mi, L. n 1 15" PIPE � . N . N N US FL = 3237. 80' M 3,230- „a0 + M M 7. Lo - Q N DS FL = 3236.90' 3 230 ........................... OD N Q lQ .. ; M ..:..N M...:.................-.........•.........•.........•.........•.........t........:........:........ t..... JO y� i, M Q NN NN NN MN J ,Jw i W > W w=> W=wD_ WJ .>. Ln4ZZ?' > W > W 3,225...... ...........................: -- ..... .3,225... ....It ............'........:... ... ... ... ... ... ... ... W W W W Q Q HH H•H S2 HH H•H UU J Z)_.Z) U U U'U UU ........ ...JOOJ ?�..wN Uo�U ......�.. ......................� ....V..O.I .Q.�O.D.V..M.....� .....N.c.U.N.�.IO.N..M.....� .....O.Q........ .. -..-............ .. ...... .....- ......... ..... ...... ... ..... ... ..... ..... ...O..Q.�..ti. ..... ........ .... ..... ....... 0M..00_ L":a,Q� ocoN:�nw OON,IU"Lo O M n:OLno.co IQ 10.IM M l0.M wN l0.•M 10 0.00 mu -) to C\iW0 0OM oW 10 co r1n ID 0 C.A N M N•M cOn NMN•M ISM NNN:N INN NNNNf—N NNN:N f—N —N—N —N—•N NN—•N NM—•N MM N•N �M NAM �Q V•Q MQ �Q V•Q MQ VQVQMQ VNVc NIQ VQVQMQ VQ"Q VQ �•Q "Q�•Q �Q"N �Q"cm �N�cQ �N"(Q N N N'N NN NNNN NN NNN'NNN NN NNNN NN NNNN "N"" NN N'N NN N'N NNNN NNNN NN N'N NN N'N fn Mfn'M MM fnMM'MInM MMfn'M fnM MMn:rn nrn In rn In:rn In PN) In M n:rn MM NYM In N)NYM In N)In'M InM M'M InMM'M fnMM'M 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 P"� ZE OF T �\1 F -LESLIE P. BRU_CE j 97360 11/17/2021 LuLu x � W ^ W O ~ ONQN a- LL a-Y -Q U Z o a0 w Lu ` �� Lu 0 U) N Waft M N n \ m = m o zz w o 3 U < a 127 SHEET 4 OF 5 0 Ln OD v a N W z_ J 2 U a I I I I � Il II II � W la 10 II Y z I to I I �a I I wj U'w I I i 1 In / 1---------------- d L� EXIST OW e — -- --- --- -- = _-__- --- - -- -- -- - - - - : - - - ® - - - co - .. - —-- I - - - - 114TH STREET .��—._.—._.T._.__ - - - - - 50+00 55+00 a I 60 00— - - - - J------- EXIST ROW- ®i.-----------_- - EXISTvROW j I II I o; I 0�W IIOI III I a II N I LZLI V�NLd I I GENERAL NOTES I I I 1p 1. WATER SURFACE ELEVATIONS SHOWN ARE ESTIMATED FROM MODELING USING THE 100-YR 24-HR DESIGN STORM EVENT USING PROPOSED ELEVATIONS OF THE ROADWAY DESIGN PROFILE AND TYPICAL SECTIONS. 2. EXISTING AND PROPOSED HGL PROFILE REPRESENTS ESTIMATED PEAK WATER SURFACE RESULTING FROM THE 100-YR 24-HR DESIGN STORM. ❑8 N W" z WW= O 0 L = c� a � z z o HORIZONTAL: 0 50 100 v VLRTICAL: 0 5 10 g 3L265.........:........:........:........;.........;.........;.........;.........;.........:........:................... - :........... ....... 3,265 QUAKER AVENUE STA 58+64.66 3L260 ......--•......--•........ ..... ..... ..... ..... ..... ....... ...... ...... .... ...... ...... ...... .3,260.. -- . PROP LT GUTTER HGL 3 255 PROP RT GUTTER HGL ..... ..... ...... ...... ....... '....... ...... ...... ..... ..... ..... ..... ..... ..... ...... ...�..... ...... ...... ...... 3t255.. PROP LT GUTTER ; 3L250 ..... - - - - I 3,250. —_=�.=--�_'�'-------ice -- -=r:r��� :._-- _�----. i PROP RT GUTTER 3.240.1........,. ..................I..:..... ........................'------------------------------------............................. ............ 3 240 J .J 3�235 °-------------------------- =...... �:� 3,235.. ... -------... ------- ... ------- ... ....... ... .......... ......... ..... . .. .. . ............... ..... ..... ..... ..... ...... . - W W W W . C700:0 ........ ........ '... .. .. ..'.. .. .. .. .'. .. .. .. ... .... ... ... ...... .. ...... .... ...... ... ....... ... ..... .. ..... ... .. .. .. .. ... ..... ..... ..... .... ..... ...... ...... ...... ...... ...... ...... ....... S OD IM.M 0VO:N -NM,N ot0:,o OOD N,N ��N1.M - _,:.co Noc.00 �(t 0) N.r W in.0) O M 0l - M In M Lo w oD 1010 O O V. V M - NL111 10 - O1.111 M M h'I. M I"1 V ND M V V M V V V V V Q V V V Q V Q V L( Ul Q• V DUI Q• -4 Q un M• V �V V•V �V V•V VVVV VVVV VVVV VV-'V V'T •T IVV V l•V NNN'N NNN'N NNN'N NNN'N NNN'N NNN'N NN NN NNN'N NNNN f�M n:rn MM NYM nN1 NYM nN11M'M 49.00 50.00 51.00 52.00 53.00 54.00 55.00 56.00 57.00 58.00 59.00 60+00 �.F ZE OF T \\\ F -LESLIE P. BRU_CE j 97360 11/17/2021 � &ace- zLu x � W ^ W O ~ ON¢N LL ILY U Z o a0 `cl WW 0 U) U F- v w ~ � a Q Z o H w 0 �O0 Ory 00 1— 00 V) F M N n \ J = W m Q U Q a 128 SHEET 5 OF 5 CULVERT N0. 9 SHEET 13 OF 14 CULVERT NO. 7 SHEET 1 OF 14 — — — — CULVERT NO. 8 CULVERT NO. 1 S79EET 2 OF 14 SHEET 3 OF 14 — CULVERT NO. 2 CULVERT NO. 3 SHEET 4 OF 14 SHEET 5 OF 14 z� al Tiwol -T-T-T-T-r— 1-TI -RM,7' i II�TTTI—I T I I I I I zr— II =�a� > '> r — T— ��!— l T ' II T JaL i I I I I I I I L—I �� _J ti w, m O a x ~ L� L — > > a N cr CULVERT N0. 10 ALTERNATE 44 SHEET 14 OF 14 JO ,IL ❑8 N W" Lu O 0 L o= a z o do` 0 250 500 F - CULVERT N0. 6 SHEET 8 OF 14 THRU SHEET 12 OF 14 w Z3 ZI — — 1 w > a; j I w 1 Z �ZI Z I a — .. w I I i I jj 11 VCULVERT NO. 5 SHEET 7 OF 14. — 9y l9 \ CULVERT NO. 4 — — —I SHEET 6 OF 14 Lu W Lu Q O �/ ~ N re LL O �Y — Q U Z C7 a0 Lu ` Lu w 0 (n (W 07 Z � Q \� a_ J � Z) w U Y d 3 zL. Qd Y d � U 129 SHEET 1 OF 1 i 4 �4-TH -- THE-E-T ------G1----- 1---- G1 o DRIVEWAY N0. 7 - -- o -- G----G1-- -- G1-- --G1 - 01 - - - 10' PROP SDWK o 10' PROP SDWK ---05---- C5 - - C5 - - C5 - - 5 -- - 5 - 5 -- --GCSo —CS - C ---- C5 5-- - —t- PROP CONCRETE RIPRAP (116 SY) OE — _ ------------ _—__—__—__ __—__—__—__—_ -------G2--- -- �E --- - G2--t--G2--- OE -------------------- -- - --- G2---- --G2 E PROP CONCRETE RIPRAP - (116 SY)-G2------02---- OE OE _—__—__—__—__—__—__—__—__—__—__—__—__—__— OE ------------ EXIST ROW STA 9-03.67, 80' RT I EXIST ROW BEGIN SETB PD i 3 in o Na O I o STA 9,96- 67, 80' RT �n a END SETB PD o STA 8+93.67, 75' RT a BEGIN CONCRETE RIPRAP o o a a II d STA 10+CRETE 75' RT CL DRAINAGE O rL PROP O END CONCRETE RIPRAP CHANNEL 6'X3' OX 0 CHANNEL NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATION. 3. SEE RIPRAP DETAILS FOR MORE INFORMATION. 10, STA 8+93.67, 85' RT BEGIN CONCRETE RIPRAP PROP CONCRETE RIPRAP J (75 SY) STA 9+25.67, 80' RT END SETB-PD END CONCRETE RIPRAP BEGIN 6'X3' BOX — rr-F----6' X 3' BOX --`--4-r- ti O z r a w tr 0 1 DRIVEWAY NO. 7 ��r err rr STA 10+06.67, 85' RT END CONCRETE RIPRAP N PROP CONCRETE RIPRAP (75 SY) STA 9+74.67, 80' RT BEGIN SETB-PD BEG CONCRETE RIPRAP END 6'X3' BOX N HORIZONTAL: 0 10 20 VERTICAL: 0 2 4 3- ..................::......... ......... :......... ......... ......----................ --- 3,256 ... - 37' 0.. 3,254 0 0 6..:6 .'6.. ...... ....... ....... .......... .................: ...... . 3,254 HW 1 00 YR C.1. ' - 2 . PWSE 3251.29' SDWK LANE LANE SDWK EL=3251.26' TW 100 YR: 0.50% : 0.50% : PWSE = 3250.08' HW 50 YR TW 50 YR PWSE 3251.06' TOP EL=3251.63" EL=3251.44' :TOP EL=3251.38' 39252 - ....... ...... ....... PWSE 3249. 91 ' 3, 252 ......HW 25 YR .:. 0.50% 0.50% PWSE = 3250.94'� 4" CONC SDWK —~ : : PWSETW 5=Y3249.76' 4" CONC SDWK 3,250 *FLOWABLE FILL *FLOWABLE FILL ; .......:. I------1--'------- ------ U 3, 250 — T——: �— �EX GRO N .... - PROP SETB-PD (6:1) 6" CONC PAVEMENT ' ;FL EL=3246.96' PROP SETB-PD (6:1) 39248 : 1.00% FL EL=3247.32' FL EL=3247.21' fL EL=3246.85' 3,248 :........:...ti ...... ...... ...... 0.50% 0. 56% 3,246 -- --- ...... -- 3,246 CHANNEL FL 3,244 3,244 :........:........:........:.. ---------'-------- ` �3(` D 3,242 * THIS ITEM WILL NOT BE PAID FOR ------ ...... ...... ...... ....... ...... ...... ...... ...... ...... .... 3,242 CULVERT N0. +7 ; DIRECTLY BUT SHALL BE CONSIDERED ' SUBSIDIARY TO THE MOST APPLICABLE STRUCTURE STA 9 50. 17 ITEM. PROP 6' X3' X49' BOX PROP 2-SETB-PD P" Lu � Q W Lu >O Q O �/ ~ ww �Y U =U' z a0 `W W Lu LlJ ma 0 U) N 0 n Z z Q~ Lu Lu Lu �U J U N n M pp 3 m 130 -100 -80 -60 -40 -20 0 20 40 60 80 100 SHEET 1 OF 14 _________ 4TiiS�R T---1715-- STA - - - -- ---- �U Wz� N LL DRIVEWAY N0. 8 G1----G1 -- -- G1---- G1G1 - ----G1 10' PROP SDWK PROP CONCRETE RIPRAP PROP CONCRETE RIPRAPI-10'GkOP SDWK5�5-- - �5=�- - CS` (115 SY) 5 - C 5 -- C5C5--I—05C5 (115 SY) (0 cC-5 --CS-- C T aC5-----05— o z —G2----G2----G2-- -- 2---- 2-- --G2 ---- G2 ---G2 0E-- GE OE 000G2--oEOE ---------------------- — — --- ---- ---- -- ------------------------------------------- HORIZONTAL:EXIST ROW STA 11.44.67 80' RT EXIST ROW 0 10 20BEGIN,SETB PD i 3E STA 12,37.67, 80' RTO STA 11-34.67, 75' RT Na END SETB-PDa BEGIN CONCRETE RIPRAP o I o a++>VERTICAL: CL DRAINAGE a iSTA 12+47.67, 75' RT 02 4 Z rL PROP END CONCRETE RIPRAP � DRAINAGECHANNEL 6'X3' OX CHANNELa ------6' X 3' BOX 11+34.67, 85' RT ii STA 12+47.67, 85' RT _ BEGIN CONCRETE RIPRAP END CONCRETE RIPRAP w 0 N a EX T TptF,OF TF11 J BRICK WALL � �v L--- -------------------- — ~ EXIST ROW-LESLIE P. BRUCE j PROP CONCRETE RIPRAP PROP CONCRETE RIPRAP �jp. 97360 W� NOTE: (76 SY) of (76 SY) �to�s��ENS�oG1�r� 1. CONTRACTOR SHALL PRESERVE ANY STA 11+66.67, 80' RT i STA 12+15.67, 80' RT ENS EXISTING ELEMENTS TO REMAIN. ANY END SETB-PD z BEGIN SETB-PD 11/17/2021 DAMAGE WILL BE AT CONTRACTOR'S END CONCRETE RIPRAP BEGIN CONCRETE RIPRAP EXPENSE. BEGIN 6'X3' BOX r END 6'X3' BOX 2. SEE INTERSECTON LAYOUT SHEETS FOR � INTERSECTION INFORMAT ON. w U) 3. SEE RIPRAP DETAILS FOR MORE /" W Q INFORMATION. o � x > 0 W 0< r IL u O 3,256 ............... 3,256 — Z C'! DRIVEWAY NO. 8 49' 0" ` 3,254 ....... ....... ...... 3, 254 W W -............................................. 1 W BOC BOC PWSE H 100 3250 02R 6'; 2' 1 6' - 6" 1 6' - :6" 2 : 6' 'lll 3,252 SDWK LANE LAND SDWK EL=3249.91' 3,252 ........ ..... ..... ----- ----- - - - HW 50 YR :.........:.....0.50% ... .... ... 0.50% ---' PWSE = 3249.86' TOP EL=3250.34', EL=3250.70' ;TOP EL=3250.09' TW 100 YR HW 25 YR PWSE = 3247.63' 3,250 0.50% 0.50% 3,250 PWSE 3249.71' d — TW 50 YR :. .� ... _ .... - 4 CONC SDWK ... ` - - .. PWSE = 3247. 50'........ .. CONC SDWK . 4" W 00 00 *FLOWABLE FILL *FLOWABLE FILL TW 25 YR p — — — — C) PWSE - 3247.37' J z z 3,248 P B PD 1) MEX GROUND 3.248 :' i :' ;' PRO SET - (6: .. -- . - .=- 6" CONC PAVE ENT.- --- ;FL EL=3245.67' PROP SETB-PD (6:1) = J 0.56% FL EL=3246.03' FL EL=3245.92' FL EL=3245.56' ; o v 3,246 0. 50% 3, 246 J 3,244 • CHANNEL FL 3,244 M ............ -49;;-��22 r- --- -. -,---D"r,. 93' - 0, m W o 0 31242 *._ THIS ITEM WILL NOT BE PAID FOR ....... 3,242 W . CULVERT NO. 8 -; .:. DIRECTLY BUT SHALL BE CONSIDERED o 0 0 x SUBSIDIARY TO THE MOST APPLICABLE STRUCTURE STA 11 +91 . 17 ITEM. PROP 6' X3' X49' BOX PROP 2-SETB-PD 131 -100 -80 -60 -40 -20 0 20 40 60 80 100 SHEET 2 OF 14 SEE MISCELLANEOUS DETAILS - - - - -- FOR DRAINAGE FLUME NO. 1 - - - - - - - - - 10' ''ROP SDWK � MF c _ = STA 18.89.56, 80' RT BEGIN SETB-PD '2----CSTA 18.80.49, 75' RT- -- --- OE - BEGIN CONCRETE RIPRAP - - EXIST ROW - - N o � N Q CL DRAINAGE w CHANNEL a w w -G2--- OE ----------- - W1 114TH ISTREET PROP CONCRETE RIPRAP I (127 SY) -- --ol---- 1--- VI KSBURG I � 0 —G2-- -- 2----- 02- E OE - "1 I I liIII P 6'X3'PDX STA 18+79.99, 85' RTC BEGIN CONCRETE RIPRAP w � col I i � a ,�I II I > EX BRICK WALL � i - -- EXIST ROW - -- _------------ NOTE: ------ ------------------------------------- LJ 1. CONTRACTOR SHALL PRESERVE ANY STA 19.14.56, 80' RT EXISTING ELEMENTS TO REMAIN. ANY END SETB PD w DAMAGE WILL BE AT CONTRACTOR'S END CONCRETE RIPRAP EXPENSE. BEGIN 6'X3' BOX I I Q 2. SEE INTERSECTION LAYOUT SHEETS FOR CD MORE INFORMAT ON. PROP CONCRETE RIPRAP (73 SY) 3. SEE RIPRAP DETAILS FOR MORE - m INFORMATION.- Y - -- - -- - -- - -- - -- - -- - -- - -- - -- -- 4. SEE MISCELLEANOUS DETAILS FOR I � H \ DRAINAGE FLUMES. it I i I I (� VICKSBURG. i -- - - - - ----------- - - - - - - 8 U Wz� PROP CONCRETE RIPRAP N We (123 SY) - — G1 ! — - ALI+­ 10' PROP SDWK U O0 11 -CC r Q -- - - 2-------G2 -- --G2---- G2------G2--- /� F w - OE - - Z E - - -E�- - ---- ---- -- -- - -pE -E.3- - - - ---- - -EXIST HORIZONTAL: �0 C4� C ROW 0 10 20 UHF W1 W1 W1 W1 iz ID o STA 19.86. 56, 80' RT END SETB-PDIts "' � y w 0 > VERTICAL: ■� �2 �Vx II/I _ ✓� STA 19,96.56, 75' RT END CONCRETE RIPRAP AGE 0 2 4 4 to ICHANNEL it 8 .. ---- . . I - - - - STA 19-96.56, 85' RT I EC - END CONCRETE RIPRAP II i w > \, EX BRICK WALL `I`'I , ---- ------------ - - --------------------- - - EXIST ROW - - - - - - - - ------------------- STA 19.61.56, 80' RT BEGIN SETB-PD BEG IN CONCRETE RIPRAP END 6'X3' BOX I PROP CONCRETE RIPRAP I (74 SY) i EXIST ROW 11 / I III f 3,252 3,252 ---......:..................:................. ......... ;......... ;......... ;......... ........... .. -.................. ......... ......... ......... ......... ............................. -------- ------ ----- - 35' 0.. 3,250 .... ...... ...... -- ....... ....... ....... .......... ..... • ...... .. 3,250 HW 100 YR.......................... _ -------- -- PWSE = 3247.15' SDWK ,LANE LANE SDWK EL 3247.18' ; 0.50% 0.50% TW 100 YR HW 50 YR 3,248 PWSE = 3247.03' TOP = 47. 4 EL=3247. OP EL= 47.40 = 3 .56' 3,248 0 EL 32 6 ' 36' T 32 HW 25 YR .'.-.-.--0.50% 0.50% WS PWSE 0=Y3245.39' PWSE = 3246.90' 4" CONC SDWK 4" CONC SDWK EX GROUND TW 25 YR 3,246 FLOWABLE FILL* T P = 32 32 3,246 r J — PWSE 45. PROP SETB-PD (6:1) 7" CONC PAVEMENT - - V_ ' 3,244 FL EL=32 82 P SETB-PD (6:1) 3,244 :........:........:...0.37%.........FL EL=3243.18'... . .. FL EL=3243.05'..,... :. FL EL=3242.69' 0. 50% 3,242 3,242 CHANNEL FL :25'- 0„ 47'_ 0" 25- 0 3,240 3,240 ...................:. ATMOS GAS LINE 2" HOPE 3,238 , THIS ITEM WILL NOT BE PAID FOR ... ..... ..... ..... ..... ...... ..... ..... . . . . - . . . ------ ------ - 3,238 DIRECTLY BUT SHALL BE CONSIDERED CULVERT N0. 1 :. ; SUBSIDIARY TO THE MOST APPLICABLE STRUCTURE STA 19,38.06 ITEM. PROP 6' X3' X47' BOX PROP 2-SETB-PD -100 -80 -60 -40 -20 0 20 40 60 80 100 -,IN, ZE OF T �\1 F -LESLIE P. BRU_CE j 97360 !'Qj,( CENSRO; n 11/17/2021 LU W C x 2E w LU W 0 r O Q = orf O a_Y U Z C3 a0 LU ` LU LU � fl to 2 v D p w z� J wo az L r w H af w m J Y U U J > D U n � o 0 132 JO EL SHEET 3 OF 14 SEE MISCELLANEOUS DETAILS -----------_---_--_-_- - - - �(j - - - - FOR DRAINAGE FLUME NO. 2 ----------\ 114TH (STREET o /// Wz� \ PROP CONCRETE RIPRAP I PROP CONCRETE RIPRAP / / N W LL 0 o0 o 00 \ (107 SY) (102 SY) // o� fl-F � VLO --- 00 100 W ( WW1 W1 / WW1 WW1 Q o G G G1 -- CL UXBRIDGE ---- G1-- - -- --G1 - -- G1----G1- L' PROP SDWK � o�� o \ / 10' PROP SDWK O (� --�_- - - CQC50 i� ---STA 27,49.30, 75' RT-,-----G2 -- -- G2--- - G2 -----G2�-- -- G2-- -/- G2 - -- G2 Ia BEGIN SETB-PD ofY of oE OE C - - --- - - - - - EXIST ROW - -- - ---- �\ - o 0 I Y o ----------- ------------ STA 28-67.30, 75' RT ---- EXIST ROW HORIZONTAL: 0 10 Paz o s \ / END SETB-PD 20 z F W STA 27+38. 30, 70' RT BEGIN CONCRETE RIPRAP W1 \ d �I a 011 I �I d a a 01END CL P'�00_px Y STA 28+77. 30, 70' RT CL DRAINAGE -a W -TI- 6'X3' ----- - - - - -- ---------- / CONCRETE RIPRAP > CHANNEL VERTICAL: z __ � F­__r = 0 2 4 Fil m I N 9. 5' _ �L-_-_-_-- 6' X 3' BOX -_ _-_ �_ 10, - - - - - - - a II w ___�- -_ ---= ==-------------------- --�-- _ _ -- . .. —C-- — I o o — -- — — — —-- — - — - —- - — -- -z -- - - - -- STA 27.39.80, 80' RT-4- I -_- --- - -- STA 28,77.30, 80' RT---- - - - - - - a BEGIN CONCRETE RIPRAP -1� - - - - - - - - - - - - - END CONCRETE RIPRAP ----- ------- o Ij II cw �f I ool _ oI o I' > EX / \ EX a I BRICK WALL - BRICK WALL - -> -- EXIST ROW---------- -- / \ -�------------ NOTE: -- ------------------------------------- --------------------------------------------- 1. CONTRACTOR SHALL PRESERVE ANY _ EXIST ROW STA 27+74.30, 75' RT STA 28+42.30, 75' RT EXISTING ELEMENTS TO REMAIN ANY ANY DAMAGE WILL BE AT CONTRACTOR END SETB-PD I Z w I I BEGIN SETB-PD END CONCRETE RIPRAP I I I BEG CONCRETE RIPRAP EXPENSE. BEGIN 6'X3' BOX a IEND 6'X3' BOX 2. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMAT ON. PROP CONCRETE RIPRAP I w I PROP CONCRETE RIPRAP (90 SY) o (92 SY) 3. SEE RIPRAP DETAILS FOR MORE SEE CONCRETE RIPRAP L INFORMATION..____ -__-__-__-__-__-__-__-__- DETAILS FOR MORE I \ I 0- I /I �__-__-_ INFORMATION -\ -------------------------------------- \ m / EXIST ROW 4. SEE MISCELLEANOUS DETAILS FOR x I I I /'' DRAINAGE FLUMES. \ T D UXBRIDGE ; 68, _ 0,l 3,248 3,248 ........ ........:..... HW 100 YR........ .......... .......... .......... .......... ,..... ...................... .....56'o---.....:...................... ..; ... .---------------------........................................ ....... PWSE = 3245.32' BOC BOC EL=3244.94' ; YR HW 50 YR 0.50% 6' 2' 26'- q" 261- 0" 2 ;6' 0.50% PWSETW 00 3243.71' 3,246 PWSE = 3245.17' TOP EL=3245.50' SDWK LANE :LANE SO TOP _ PTW = 32 58 -. 3,246 HW 25 YR:........:..... EL=3245.22'------. PWSE = 3245.17'� 0.50% 0.50% —"` 4" CONC SDWK — PWSE - 43 38 3,244 PLOWABLE FILL* 4 C SDWK EX GROUND3,244 TW 25 YR CONC 32 --- -----_ - _ �; —— -------- -------- -------- -. . ....... PROP SETB-PD (6:�1> - — 6" CONC PAVEMENT — — • PROP SETB-PD (6:1) 3,242- ----- .... EL=3241.02'. EL=3240.89'. :....... Et EL= 55 FL •-3240 ..... ...... ------ ------ 3,242 3240. -- EL- 43' 0.22% 0.50% 0. 27% 3,240 3,240 CHANNEL FL 3,238 25'- 0' : 68'= 0" 25'- 0" 3,238 3,236 Z5 3,236 ........ ........:........:........:. :........:........:........:. z......................... a ------- ------- ----- a w TOP EX PIPE EL=3233.62' ; 3,234 * THIS ITEM WILL NOT BE PAID FOR ......................................................... ._._._ _._._ ._._.. - - - 3,234 CULVERT N0. 2 ; DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE MOST APPLICABLE STRUCTURE STA 28 08. 30 ITEM. PROP 6' X3' X68' BOX EX 8" SANITARY PROP 2-SETB-PD SEWER FL EL = 3232.94' -100 -80 -60 -40 -20 0 20 40 60 80 100 S�.F E OF i � Fqs �11 LESLIE P. B_RU_CE j 11/17/2021 Lu W C x 2E w w W 0 r O Q a_ O_ O �Y U Z C7 ao `Lu LU w 2 v 0 w D N J az 0 � w > m U X J � U R n 7 z z 133 SEE MISCELLANEOUS DETAILS FOR DRAINAGE FLUME NO. 3� \ 10' PROP SD -- - G -- - - -- — ---- -- -- OE STA 35.46.80, 75' RT �i2---=—�2— BEGIN SETB-PD_-_- 05 �- _-- C-4 6 -- -- c ---cl T EXIST ROW STA 35.34.31, 70 RT BEGIN CONCRETE RIPRAP CL DRAINAGE > CHANNEL z STA 35+37.31, 80' RT BEGIN CONCRETE RIPRAP ( \/) N N .w. >� 0 EXIST ROW EX BRICK WALL L NOTE: - -- --------------- ----- 1. CONTRACTOR SHALL PRESERVE ANY STA 35-71.80, 75' RT EXISTING ELEMENTS TO REMAIN. ANY END SETB-PD / DAMAGE WILL BE AT CONTRACTOR'S END CONCRETE RIPRAP EXPENSE. BEGIN 6'X3' BOX 2. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMAT ON. PROP CONCRETE RIPRAP' (92 SY) 3. SEE RIPRAP DETAILS FOR MORE INFORMATION. 4. SEE MISCELLEANOUS DETAILS FOR DRAINAGE FLUMES. i 114TH 'STREET � PROP CONCRETE RIPRAP PROP CONCRETE RIPRAP _ (110 SY) wi Wv, / (103 SY) CL SOUTH - CL�--�-- TOPEKA� G1y----- G1 _ 0 —GS--t- � L------ 0 p �/o CL PRO� n I ^ �I ' X3' BOX q II I W X --- ---- - I I II u pl to I I r) 11 1 - 11l I II �- O, 0 ) / i i i WWI ww1 w 10, PROP SDWK -- G1 - -----1 - - - -- ----- - OE OE OE w STA 36�29.80, 75' RT EXIST ROW - - - END SETB-PD ( \ it � w ^ STA 36.39.80, 70' RT i -� ((v\) END CONCRETE RIPRAP OL DRAINAGE CHANNEL > III 10, rl,7i -i STA 36,39.80, 80' RT U (y� END CONCRETE RIPRAP Ira J X BRICK WALL ti - - - - -- -- ------ -- - --- -- - - -- --- - --- - - STA 36.04.80, 75' RT EXIST ROW BEGIN SETB-PD BEG CONCRETE RIPRAP END 6' X3' BOX PROP CONCRETE RIPRAP (88 SY) I I I N HORIZONTAL: 0 10 20 VERTICAL: 0 2 4 3,248 - SOUTH TOPEKA.........................:.........:....................................:. 3,24a ................................................... 33' 0" 3, 246 100 YR 23'I 01, 100 YR, ................:...PWSE = 3243.59' -- 3 246 50 YR S' PWSE = 3243.48' D WK 0 50% 3,244 HW 25 YR -------- -------- -----PWSE = 3243.30' '- .. \ TOP EL=3243.08' 3,242 4" CONC SDWK ....BOCtBOC.....:. 2' 9' - 6" 9' - 6" P LANE LANE 0.50% 0.50% ; PWSE 3243. 01 ' - SDWK EL=3242;69' PWSER= 3242.89' ' 0. 50% ; ; ; • 25 YR 3,244 PWSE = 3242.65'.:------3 TOP EL=3242.92'........ 4" GONG SDWK EX GROUND ; .- 3,242 .= ._ ..,........:---------'---------'.........:...... FLOWABLE FILL* 3: PROP SETB-PD (6:1) PAVEMENT PROP SETB-PD (6:1) T 6" CONC 3,240 3,240 -------- -------- ---------'----......-------... -------... -------... ...................... ........ ... -- ...... .. ...... ....... ..... ..... ..... ... ...... ' FL EL=3238.62' FL EL-3238.49' ' - 0.50% =3238.33' FL EL=3238.210.20% CHANNEL FL ; 3,235 : 3,238 3,236 25'- 0" 33'- 0„ 25'-:0" 3,236 83,_ 0" 3,234 * THIS ITEM WILL NOT BE PAID FOR __.. 3,234 DIRECTLY BUT SHALL BE CONSIDERED CULVERT N0. 3 3; SUBSIDIARY TO THE MOST APPLICABLE STRUCTURE STA 35,88. 30 ITEM. PROP 6' X3' X33' BOX PROP 2-SETB-PD lvv -OV -OV —v -LV V LV `v OV OV -VV P" �.F ZE OF F of t l -LESLIE P. BRUCE j Ij % 97360 ; W� 1l/17/2021 Lu W Lu >O Q O �/ ~ a- [r a-Y U =u' z a0 `W W Lu DJ 0 U) U O Lu M Q ¢ O J ¢Z aLu w �� LU =U F J =p U) U 3Wzi ¢ i��:, � U U 134 SHEET 5 OF 14 114TH�STREET I ' WWI Z�'��� WWI 0 W1 WWI W moo° WW1 WW1 WW1 WW1 -- 10' PROP SD= PROP CONCRETE RIPRAP o TRAFALGAR ' og PROP CONCRETE RIPRAP - G1 — -- — -—G1 ____ (107 SY) - o - G1-� o G1 ---- G1-- - G1 - - (106 SY) / og 10' PROP SDWK - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .— — — — — — — — — — — — — — — — — — — — — L —_- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --G F --------G --_--_ -- ----- — - - --------- - -G2 -- i ---- —0 ----- 2 -- G ---_ -- G -- ----- -- - = S ------- 5-- _=C�__ — - C - 5 -- - -- ---- ---- ---�_:����--------- ----------------- '� clC1-- —__T---_- C1— --�T--�L— _ �T-6� - _ _ T�T —��c5- EXIST ROW STA 38.09.25, 75' RT , STA 38,94.24, 75'^RT EXIST ROW BEGIN SETB-PD _ - - - -I / END SETB-PD a 11 ( I a STA 37.99.24, 70' RT / STA 39,04.24, 70' RT a rL DRAINAGE BEGIN CONCRETE RIPRAP pl (L PRO I�I END CONCRETE RIPRAP CL DRAINAGE > CHANNEL N iII t X3' BOX III CHANNEL > z --- -II = 6: 3' BOX II - � a w 10 .X - ------ 10' cwa z I STA 37+99.24, 80' RT 4 I� �I ---Il � STA 39-04.25, 80' RT BEGIN CONCRETE RIPRAP pl END CONCRETE RIPRAP EX BRICK WALL — EX BRICK WALL �— EXIST ROW --——--——— —————— — — — — -- --- o0000 J o0000 —--------————— ————— — — — — — —- - — STA 38.35.25, 75' RT II w STA 38.68.26, 75' RT EXIST ROW NOTE: END SETB-PD BEGIN SETB-PD 1. CONTRACTOR SHALL PRESERVE ANY END CONCRETE RIPRAP 1 III Z I III BEGIN CONCRETE RIPRAP EXISTING ELEMENTS TO REMAIN. ANY BEGIN 6'X3' BOX II II w Ld END 6'X3' BOX DAMAGE WILL BE AT CONTRACTOR'S I Q EXPENSE. III PROP CONCRETE RIPRAP III PROP CONCRETE RIPRAP 2. SEE INTERSECTION LAYOUT SHEETS FOR (92 SY) III a (93 SY) MORE INFORMATON I J III 3. SEE RIPRAP FOR MORE INFORMATION. I III Q I II I II II II a I I I III � III I I I I I II II I I � I II I II I II i .I O Z � N WU) �Q L o= 0 0 w n rcn Q (] 0 2 n ] O HORIZONTAL:=�� g cu 0 10 20 �i F VERTICAL: S 0 2 4 TRAFAGLAR; ; 33': 0.. 3,246 3,246. ................. . . . ........ ..........------------------------............................ HW 100 YR 23' ; � 0�"- � TW 100 YR - , PWSE = 3243.01' ; HW 50 YR 5 3,244 PWSE = 3242.90' 0.50% SDWK ..... .. HW 25 YR PWSE = 3242.71'� TOP EL=3242.47' 3, 242 : ........ ............................. ......... .--------- --------- '-------- 4" CONC SDWK PWSE - 3242.36 ; 5 TW 50 YR SDWK EL=3242.08, PWSE = 3242.25' 3,244 0.50% ;......... ...... .... . TW 25 YR PWSE = 3242.05'• TOP EL=3242.31' 17 0 :� 3, 242 -....... .................................... 4 CONC SDWK — — — — FLOWABLE FILL* ; GROUND ; EX 3,240: PROP SETB-PD (6:1) J 6 CONC (PAVEMENT PROP SETB-PD (6:1) — 3,240: FL EL-3237.85' FL EL=3237.72' Ft EL 3,238: 0.20% ; 3237.56' �� =3237.CHANNEL FL 3,238; 0.50% :. :. L .0 2 BOC BOC 2' 9' - 6" 9' - 6" 2 LANE LANE EL=3242.20' 0.50% 0.50% 3,236: .... ..... ..... . . . . . ' 3,2 6; 3, 234 : ..... ..... ..... 3, 234 ; 3, 232 : 3, 232 .. THIS ITEM WILL NOT BE PAID FOR .................. CULVERT N 0. 4 ; ------ ------ ----- ..... DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE MOST APPLICABLE STRUCTURE STA 3851.75 ITEM• PROP 6' X3' X33' BOX ; PROP 2-SETB-PD -100 -80 -60 -40 -20 0 20 40 60 80 100 SE OF T �\1 LESLIE P. R_RU_CE j 97360 !(aF.(J�E N SRO; •;2y� 11/17/2021 lea. � &C"_ LULU , x � w LU W 0 r O Q =0 O a_Y U Z 0 ao LU LULU 2 H v D O Lu } z v Q azz H W aQ� J J LL� <U U w d o W z z 135 SHEET 6 OF 14 114TH (STREET _ WW1- PROP CONCRETE RIPRAP--- WW1-- (114 SY) G1 -G1 Gi-- kL- e - G1 _� SAVANNAH V1 — --- 10' PROP SDWK - - _,;,A �_ -- - --C2- ----------- - C2 --- - - C2 - �t� \ D D 02 \ -- 65 -- -- ------------------------- EXIST ROW STA 41.26.77, 75' RT -� \ �I BEGIN SETS-PD in w STA 41 .1 6. 77, 70' RT --\ \ \ 0 \ BEGIN CONCRETE RIPRAP o \ a CL DRAINAGE \ PRO CHANNEL ^ UI U 6'X3' BO Lon1' ---- -- --0 1 ( 6' X 3' BOX - w N N N .. a EASEMENT NOTE: 1. CONTRACTOR SHALL PRESERVE ANY EXISTING ELEMENTS TO REMAIN. ANY DAMAGE WILL BE AT CONTRACTOR'S EXPENSE. 2. SEE INTERSECTION LAYOUT SHEETS FOR MORE INFORMATION 3. SEE RIPRAP FOR MORE INFORMATION. STA 41-16.77, 80' RT BEGIN CONCRETE RIPRAP STA 41.55.17, 75' RT END SETB-PD END CONCRETE RIPRAP BEGIN 6'X3' BOX PROP CONCRETE RIPRAP (112 SY) G \1 .................. . 1O1 I Id p Id I� PLAYA L090D CULVERT G1 G1 WW1 - 10' PROP SDWK IO GE--- G2----_ ©� ---- ------------- ------- - EXIST ROW STA 42.18.57, 75' R END SETB-PD PROP CONCRETE RIPRAP (181 SY)) W1 71- STA 41 90.17, 75' RT Ld BEGIN SETB-PD BEGIN CONCRETE RIPRAP L-L� END 6X3' BOX II ¢ III II PROP CONCRETE RIPRAP = III (111 SY) a I I I II Q II Q II N II C SAVANNAH N G1 HORIZONTAL: 0 10 20 STA CONCRETE 57, 70' R� O O O000c, O � O O 'FUND CONCRETE RIPRAP O O U STA �42 2 57� 0' RTJ����000��� END CONCRETE RIPRAP O 00 0 C 0 DO�C000 000000 OD00c 0, 00000, 00000� 00C 0 3,246 35'- 0" 3,246: 0.. HW 100 YR, BOCtBOC ' PWSE = 3242.35' 3, 244 HW 50 YR....:.... - - _ D LANE LANE D 5' 2'-10' 6 10' 6" 2 5' EL 3241 57' 3,244 PWSE = 3242.24 SDWK- SDWK ; 0. 50% 0. 50%: :HW 25 YR TOP EL=3241.97' EL= 4 1.69' TOP EL-3241.80' PWSE = 3242.05' ;0 31242 3,242 0 — _ 0. 50% I0. 50%, ; - ................................... O - -.. -' -PLAYA L090D -----• 4" CONC SDWK 4" CONC SDWK CULVERT 100 YR 3, 240 ; PWSE = 3237. E.. GROUND 3, 240 _ _— _ . _ LOWAB `5R6p 3 _ LE FILL* PROP SETB-PD (6:1) PROP SETB-PD (6:1) PWSE = 323 .8 ' 6" CONC PAVEMENT 3,238 D \ / 3,238 :........ TL EL=3236.96' L=3 FL EL 5 R . 0.20% FL E 236.82' TW 2 Y 0.50%=3236.65' Ct EL=3236.51' PWSE = 3236.57' 1.02% 0.05% - 3, 236 3, 236 Ct EL=3236.27' LL EL=3236.25' CHANNEL FL 3,234; 28'-;5" 35'_ 0" 2$'- 5" 3,234: 91•; 10- 3,232: 3,232; .■.. THIS ITEM WILL NOT BE PAID FOR ......--'-------- CULVERT N0. 5 ............. DIRECTLY BUT SHALL BE CONSIDERED ' SUBSIDIARY TO THE MOST APPLICABLE STRUCTURE STA 41 72. 70 ITEM. PROP 6' X3' X35' BOX PROP 2-SETB-PD ZE OF i+ � fqf fll -LESLIE P. BRUCE j 97360 11/17/2021 LULU , x � w LU W 0 r O Q ct� fC) a_ LU U Z 0 a O ` LU LU w All Df-�i 2 H- v D 0 w J w n >z ¢w z QU J W D U N n M 136 -100 -80 -60 -40 -20 0 20 40 60 80 100 SHEET 7 OF 14 z_ J z w w a w MAINTAIN CONSTANT ELEVATION AT 3241.60' ACROSS ENTIRE LENGTH OF INLET BOX AND 40' OF EACH SIDE. SEE CULVERT LAYOUT - DETAILS AND CROSS SECTIONS SHEET. 4: 1 CL STRUCTURE TOE � j 4: 1 EX 12" WATER LINE of N L wi o �k 114TH EX 18" STREET�f SEWER LINE ROWI 155' ROW li END SAWTOOTH CURB 40' STA 43.23.83, 41.53' RT � � STA t43.31.17 I OFFSET t13.46' RT a 42" TOP WTR EL = t3235.08' STA 43.00.00 v OFFSET = 55' LT 3: BEGIN 3-6'X2' BC BEGIN 2-8'X3' BC (1) CIP CURB INLET, TxDOT TYPE CCO, WITH (1) PRECAST BASE, TxDOT TYPE PB. (1) INLET EXTENSION ON EAST SIDE. (2) INLET EXTENSIONS ON WEST SDE. BEGIN 15" RCP 29. 5' 8' X 3' BOX 6' X 2' BOX ; C 1 15" RCP 6' X 2' BOX o 6' X 2' BOX o, 8' X 3' BOX 0 114TH STREET STA 43 00.00 III �I r 3 I STA ±43+66.17 OFFSET = ±13.69' RT 42" TOP WTR EL = ±3234i90' BEGIN SAWTOOTH CURB 1 STA 42.74.30, 37.89' RT z ' TXDOT TYPE"F" HANDRAIL \" WATERXLIN � III I V) o s ❑ U $ a):a al j� Wz Lu �a X o jw j z c J "F" 0 O r0rn 1 /a - END TYPE HANDRAIL STA 43,45.04, 53.6' RT HORIZONTAL: �z o 0 20 40 ^ = a LL PROP GABION MATTRESS 1 2. 83' 34. 5' (417 SY) VERTICAL: a z g - o o QOo° o�0 ddO��OOQ ORRS O� 0 2 4 z H F ..�� � - n 00 0 C5 000 x Oo0 � o 0 °�o STA 43.00.00 OFFSET = 55' RT 0 Og 0p r, O n 1r� END 3-6' X2' BC END 2-8'X3' BC END 15" RCP v 8 , Ln vi �• '-O\ wU L—SEE DOWNSTREAM OOo00 ON �Doo CHANNEL GRADING ojOOQdos PLAN SHEET FOR O 0 CHANNEL �qbol J ' PROFILE. O o 00 o (L PROP DRAINAGE CHANNEL b 0J0O Oo000 I � I BEGIN TYPE "F" HANDRAIL -1 STA 42-52.25, 50.5' RT NOTES: 1. LOCATIONS AND CLEARANCES SHOWN FOR 42" WATERLINE ARE FOR CONTRACTOR'S INFORMATION. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF WATERLINE LOCATION. 2. CONTRACTOR WILL NOTIFY CITY OF LUBBOCK WATER UTILITY DEPARTMENT PRIOR TO BEGINNING ANY EXCAVATION ABOVE 42" WATERLINE FOR INSTALLATION OF CULVERT DRAINAGE IMPROVEMENTS. 3.CHANNEL GRADING FOR POSITIVE DRAINAGE DOWNSTREAM WILL BE CONSIDERED SUBSIDIARY TO MOST APPL CABLE BID TEM. 1144TH ST NG EL=3242.75' TXDOT TYPE .......,o.......--------....:.........:.... 3,246- :.............. '~ 4.35% I "F" HANDRAIL �• PROFILE: NOTE: ; NG/SW EL=3242.25' a. 1. SHADED AREA IN PROFIL) X 1 50% X:VIEW 1W. 3,244 '.... :........:.........:.........:.........:............. ;.. TOP'PW EL=32...... ;w ..=3�42.10'............. BO C EL SAWTOOTH E EL=3241.37' MANHOLE, AND'PIPEERATICULVERT ............... CROSSING CENTERLINE..;........ 3,244 4 . CL EL=3242.31' I p0% 4" CONC SW 2. 6' x 2' BOX SHOWN IN PROFILE VIEW. FLOWLINES FOR ALL BOXES AR[; THE SAME. 3,242- _ WEIR EL-3241.60' --------'--------'--------'..................:.............. ..........�T ......;.4Q .....; \.... 2•0+ ; -+— -_- ' � TOP PW EL=3241.10'---.....................I........•................ 3s.242 5" CONCRETE RIPRAP WITH 6 X 6 10/10 ----'----------------......... ......... :... WIRE MESH ....;..... ..;.... s;;..;. ..... ' 9. 5' 3 238 LIMITS OF'CON STRUCTION / 1.05% PROP FINISHED 5:1 BACKFILL SLOPE (MAX) FL EL = EX GROUND CONC PAVEMENT 1. 32% 15" RCP FL EL=3236.90' SEE DOWNSTREAM ....:........:... . 3+-238 ,' '• 15" RGP....... BOX FL EL=3236.90'-TD CHANNEL GRADING y 34.5' ;PLAN SHEET FOR ; S 3 . •GABION RAINAGE CHANNEL 3238.10 MATRESS PROFILE. ; ........:........:........:........:............................ ----- 3,236- -- FL EL=3237.80, + ; EL 3235.60' v Ft EL=3237.50' ; 3,234. ......--i...................................................... ............. . ..... ..... ........ EL=3237.36'...• ...... FABRICOTEXTILE FILTER . 3,.234- +i 4 � 12" UTILITY Ft EL`3236.251; ; TOE EL O 3 0 0 PROTECTION 5" CONCRETE ; CULVERT N ION 3,232 ....................................... = 3233.60' STRUCTURE STA .00 WTR RIPRAP WITH 3,-232- PROP 3-6' X2' X1 12' BOX'--'-------- --- -- .. TOP OF EX 42" 6 X 6 10/10 ............... - . PROP 2-8' X3' X1 1 2' BOX EL=±3234.99' WIRE MESH PROP 1-15"X90' RCP PROP PW-1 lo' 4 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 - OF T `N, , �p 1.,...�....F.f t -LESLIE P. BRUCE j 97360 W� 11/17/2021 Lu WLLI >O Q o �/ ~ w IL U Z o a0 W o ` �� W W 0 U) N 0 J o o ,o of z w J YF gw a> g� a U 7. W z z 137 SHEET 8 OF 14 --------------------------------------------- TOP OF EXISTING 42" PIPE SURVEYED EL: ±3234.99' N: 7,242,139.05 EL = ±3236.54' BOX CULVERT E: 929,066.09 FLOWLINE STA ±43.00.00 OFF-13.74' RT 10' SLAB 0.25% - - - - - - ------- -------------- 2" MIN COVER TOP 2.0" MIN 1'-0" SLAB #4 @ 12" OCEW :'5:5 (12" MAX SPACING) ' > :.• FLOWABLE FILL (12" MAX SPACING) " ' 42" :...:... EX 42" SCRC SECTION A -A oiiii■� 1. WATERLINE DATA: A. EXISTING 42" STEEL CYLINDER REINFORCED CONCRETE (SCRC) PIPE CLASS 150 B. RECORD DRAWINGS DATED 7/13/2012 (LINE A SHOWN ON PLAN SHEET C-113) C. RECORD DRAWING SLOPE IS 0.28% D. APPROXIMATE WATERLINE STATION LIMITS UNDER CONCRETE BOX CULVERTS ARE STA. 42.74 TO 43,23 E. ELEVATION SHOWN OF 323499 AT STA. 43.00 OFFSET 13.74' RT (N=7,242,139.05, E=929,666.09) WAS TAKEN TO TOP OF WATERLINE PIPE AND PROVIDED BY HUGO REED ON 3/5/2021. F. ELEVATIONS SHOWN AT OUTSIDE LIMITS OF BOX CULVERTS ARE ESTIMATED BASED ON POTHOLE ELEVATION OF 3234.99 AND ADJUSTMENT USING AS -BUILT PIPE GRADE OF 0.28%. G. PIPE PRESSURE DESIGN INFORMATION PROVIDED BY THOMPSON PIPE GROUP INDICATES OPERATING PRESSURE OF 167 PSI. 2. CONTRACTOR WILL NOTIFY CITY OF LUBBOCK WATER UTILITY DEPARTMENT PRIOR TO BEG NNI ANY EXCAVATION ABOVE THIS LINE FOR INSTALLATION OF CULVERT DRAINAGE IMPROVEMENTS. 3. CONTRACTOR WILL EXPOSE THE TOP OF EXISTING WATERLINE TO LIMITS SHOWN FOR PLACEMENT OF CONCRETE 12-INCH UTILITY PROTECTION SLAB AND SURVEY A PROFILE ALONG THE TOP OF EXISTING PIPE. THIS PROFILE DATA WILL BE PROVIDED TO THE ENGINEER AS SHOP DRAWING SUBMITTAL. CONTRACTOR WILL NOT CONTINUE WITH ANY ADDITIONAL WORK RELATED TO PLACEMENT OF THIS UTILITY SLAB OR OTHER DRAINAGE IMPROVEMENTS AT THIS LOCATION UNTIL EXISTING TOP OF PIPE PROFILE IS REVIEWED BY ENGINEER. 4. CONCRETE 12-INCH UTILITY SLAB, CONCRETE ENCASEMENT OF EXISTING WATERLINE, TRENCH EXCAVATION PROTECTION, EXCAVATION, EMBANKMENT, BACKFILL, BEDDING, AND ALL WORK ASSOCIATED WITH INSTALLATION OF THIS SLAB WILL NOT BE PAID FOR DIRECTLY AND SHOULD BE CONSIDERED SUBSIDIARY TO MOST APPLICABLE BID ITEM. 5. TRENCH EXCAVATION PROTECTION, SPECIAL SHORING, EXCAVATION, EMBANKMENT, AND FLOWABLE FILL FOR INSTALLATION OF CULVERT DRAINAGE IMPROVEMENTS WILL NOT BE PAID FOR DIRECTLY AND SHOULD BE CONSIDERED SUBSIDIARY TO MOST APPLICABLE BID ITEM. 6. CONCRETE UTILITY PROTECTION SLAB CONCRETE COMPRESSION STRENGTH IS 3,600 PSI (28 DAY) CULVERT NO. 6 CL - -REFER TO CULVERT LAYOUT - SHEET FOR PROFILE 114TH STREET CL STA ±42+74.33 - OFF-13.70' RT ±42+66.17 OFF A±13.69' RT� A — Ai - EX 42" WTR G1 G1 WW1 — 1 1 4TH _STR - x- x -x - -x. - -x -- 0 0 0 0 0 m m m -. m m C, - C1 — M N N N M X X X -' '.In X X 0 0 co-- Zo G1 io- - io of c00 c �- W W 1 �Ar 1 I PLAN �iw� — STA +43+23.00 OFF ±13.56, RT STA ±43.31.17 OFF ±13.46RT ❑8 N W" Lu L ocn ❑ 0 a T zz o HORIZONTAL: z g 0 10 20 VERTICAL: S 0 2 4 EX 42" SCRC — PROP 65' X 10' X 1 ' REINFORCED CONCRETE SLAB C1 ---- C1 — — Gl CULVERT NO. 6 3,244 I 3,244 ..... - - - - - - '- - EX GROUND r STA +43 OO. OO- O FF ±° RT EL 3242. PROP GROUND 9" CRCP 3,242 3,242 3,240 3,240 3,238 EL= 3237.38' EL- 3237.38' 3,238 STA ±42.66.17' OFF ±13.69' RT; STA ±43.31.17: OFF ±13.46' RT EL= +3236.54'; r EL= ±3236.54'; 3,236 12" 0.00% 12" ' 3,236 ±1 . 79' ±1 . 66' _ - - +7. 7:' ±5. 6" 3,234 STA ±42.66. 1 7r - - - - - - - - 65'......'........... - - - - - - MIN - - - -,- - - - STA ±43+31 . 1 7 OFF 13.46' RT 3,234 -------- -'OFF ±13.69' RT.................. ..... EL= +3235.08'; EL= ±3234.89'; 65' x 10' SLAB (SEE EX 42" SCRC SECTION A -A FOR DETAIL) 3,232 3,232 ---- TOP OF EXISTING 42" PIPE ;--------: -------- SURVEYED EL= ±3234.99' - - ----------------------- --- = 7,242,139.05 --- E= 929,066.09 3,230 STA ±43.00.00 3,230 OFF ±13.74' RT PROFILE 3,228 : (TAKEN ALONG CL OF 42PIPE) 3,228 �.LESLIE P. BRUCE j 97360W i i 11/17/2021 LuLu W W O ~ ON¢N a- LL a-Y U Z C7 a0 W ` �� w Luo U) U m va 'I v 0 w o� J co J w (V 0x X Lu > co m � U N M 138 SHEET 9 OF 14 ❑8 N W" Lu O 0 L = c� a �o z o \� — —— — — — — — -- / _-0 15 30(31 d _oi g w v w ------ — — — —— \ 323 CONSTRUCTION LIMITS / - — PROP CONTOURS (TYP 3235 . 60'+....:.........................:....� (1' INTERVAL) g+jam. 97360 ---------r�-- TOE 3235.60' / — — — +o / 11/17/2021 - --— -— -— - —- — - —- -\\ ♦ R 24' I 1 — �241�------------ \ \ Z I' _3241.60--_—_—_—_ -- -WEIR--3241.60'•_ 1 1 \ W Q II' I I I�.-2 W 10' 3235.60-- W I - .0'E COT�RVATYP) N0 Q 3�— Ir fyL�O OV r IL w II I II II II II II�I \—��-A -- ---- —_ — — — Il cpp� fU A� TOE TOE z �24� -- _ _ j ¢04:1 VARIES xVARIES 4:1325.60' 35.60' CONSTRUCTION LIMITS TI T 130002 3241I60'3233241. 60', —I—I- _- W — — — — — - — -Z—-— -—-— - -3237.80' 3237.80' w IST OW EXIST ROW -----------U) oe oe OF — ---4 ------•off------- E- �- E of III L -wi F- 3243. 00' — --20-PR& I LETjj� 10' PROP SW — — - ow--- 020% _'_-- _ 037% Q wU) _ ---_— — J oz — — - --------- _ _------------------------- ----------------------- \----------------- - - -- ---------- a°-° -114TH STREET STA *00 (L 114TH STREET w Q Lu ---------------------------------- - - - - ----------------------- r STREET 1 14TH STREET �- J o t114TH 3-6'x2' BOX CULVERTS M M 2-8'x3' BOX CULVERTS 1-15" RCP m m OVERFLOW WEIR PLAN VIEW W a PROFILE LEGEND x UPSTREAM VIEW 3 6' X 2' BOX CULVERTS EXISTING CONTOURS 2 8' x 3' BOX CULVERTS — - — -- PROPOSED FINAL CONTOURS 139 1 - 15" RCP - - - - - CONSTRUCTION LIMITS SEE FOLLOWING SHEETS FOR SECTION A -A AND B-B. SHEET 10 OF 14 VARIES TOP PW = 3243.00' PROP FINISHED 5:1 SLOPE(MAX) EL = 3235.60' TOE - EL = 3233.60' SEE DETAIL THIS SHEET 24' 4' 26.33' HEADWALL WEIR EL-3241.60' STANDARD TXDOT DETAIL PW EX GROUND Al-` VARIES 5„ 6x6 10 / 10 WIRE MESH CENTERED IN SLAB 156' 47. 33' UPSTREAM EL = 3237.80' SEE CONNECTION DETAIL THIS SHEET (TYP.) 0 7.5 15 UPSTREAM WEIR DETAIL SECTION A -A 26.33' 4' 24' WEIR EL=3241.60' HEADWALL STANDARD TXDOT DETAIL PW \ i 5" 6x6 10 / 10 WIRE MESH CENTERED IN SLAB — UPSTREAM EL = 3237.80' 29.5' 10. 5' 4' 24' TOP PW WEIR EL = 3243.00' EL=3241.60' = FL EL 3237.80' Ems- 3238.10' S VARIES EX GROUND 3: 4. 1 . 05% — — - PROP FINISHED SEE CONNECTION I 5:1 SLOPE (MAX) 5/8" DOWELS p DETAIL THIS SHEET (TYP') 6X6 10 / 10 WIRE MESH EL = 3235.60' 10" MAX SPACING CENTERED IN SLAB SEE DOWEL DETAIL TOE THIS SHEET EL = 3233.60' SEE DETAIL 12" COMPACTED SUBGRADE 0 7.5 15 THIS SHEET WEIR CIP PW #5 DOWELS a —/I III 12" MAX SPACING HEADWALL TO WEIR CONNECTION DETAIL UPSTREAM WEIR DETAIL 6X6 10 / 10 WIRE MESH CENTERED IN SLAB #4 BARS (a 12" SPACING 5" COMPACTED SUBGRADE 5 12 [06111►nxenNl►Ik■llmn" VARIES - TOP PW = 3243.00' PROP FINISHED 5:1 SLOPE (MAX) EL = 3235.60' TOE EL = 3233.60' SEE DETAIL THIS SHEET 12" COMPACTED SUBGRADE NOTES: 1. MINIMUM f' = 3,000 psi (28-DAY TEST). 2. COMPACT SUBGRADE TO 95% (ASTM D-698). 3. PROVIDE TRANSVERSE DUMMY GROOVE (TOOLED) CONTRACTION JOINTS AT 8' TO 12' INTERVALS. REINFORCNG CONTINUOUS THROUGH DUMMY JOINT 12" ` COMPACTED SUBGRADE 24" 6x6 10 / 10 WIRE MESH Li CENTERED IN SLAB 12" 5" WEIR TOEWALL DETAIL ❑8 WZLu L o0 � ¢V �o �Pi g z � F OF !! rr ! �.LESLIE P. BRUCE j ..7360 W i I1/17/2021 (n H _ Lu W Lu >O Q O �/ ~ EC a-Y U —Q Z C7 LU o �� Lu w o U)U v H O O J U z 00 Q� J U) W � J o D U N n M 00 3 m o x o 0 140 SHEET 11 OF 14 GUTTER LINE TOP OF SIDEWALK CONSTRUCT TXDOT TYPE "F" HAND RAILS AS SHOWN ON CULVERT LAYOUT SHEETS IN ACCORDANCE WITH TXDOT STANDARD DETAILS. STA 42.52.25 HEADWALL STANDARD TXDOT DETAIL PW HEADWALL APRON TOE WALL DOWNSTREAM EL = 3236.90' STA 43+00.00 I REFER TO TXDOT J STANDARD SCP-MD DOWNSTREAM EL FOR CIP CONCRETE = 3236.90' CLOSURE(TYP) PRECAST BOX CULVERT CROSS SECTION DOWNSTREAM VIEW 3 - 6' X 2' BOX CULVERTS 2 - 8' X 3' BOX CULVERTS 1 - 15" RCP SCALE 1" = 10' 8' SAWTOOTH CURBS. REFER TO SAWTOOTH DIMENSIONS IN ROADWAY DETAILS. 3' DOWNSTREAM EL = 3236.90' REFER TO TXDOT STANDARD SCP-MD FOR CEMENT STABILIZED BACKFILL (TYP) (PAID AS "FLOWABLE BACKFILL") STA 43.45.04 HEADWALL STANDARD TXDOT DETAIL PW ❑8 WZLu L o0 ¢� �o81 z o do` �Pi g z � F `v ! �.LESLIE P. BRUCE j Ij �... 97360W� GUTTER LINE ,(�`SS/oENs`.`����� N:L -TOP OF 11/17/2021 SIDEWALK yd. � H _ Lu W w >O Q O �/ ~ w IL U — Q Z 0 W W w o Waft U)U v U) _O O U >_ LLI Q U N J o n/� 0 LL p Lu Z > a U1 J J Lu U o M N n 00 3 m o 141 SHEET 12 OF 14 THIS ITEM WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE MOST APPLICABLE ITEM. CL STRUCTURE EX SDWK 0 w 01 I,I ai/' 1 \ c�`� I I III I I III 51 — 24_ PLOWABLE FILLS — isi J; W °o - (M — � �F•''✓ �/fir y� 8 I W z W W 0 p EX HEADWALL f TO REMAIN z L O U 0 �f� U \ \\ z -' o cn fj o f�Ex FL EL I o ±3249.63' o HORIZONTAL: 0 10 20 ^ ¢ m I g VERTICAL:a� 0 2 4 EXIST ROW - ■tea 77 S� �Tj/ - � SC � • � I I \ � � �� —�6-T—_- - I � c, - --- �- - II EX CURB---- II II STA 0+06.00, 3.17' RT STA 0+27.33, 3.17' RTIII MATCH EXIST BOC EL=3256.02' " BOC EL=3256.11' (1)TYP20' L NFTWRECAST CURB INLET, TxDOT ----- - - - - -- - - - - - -- - STA 0+16.67 PROP 20' II STORM INLET INLET N0. 1 SLIDE ROAq -- -----------------� NOTE: II II 1. REFER TO TXDOT I -CO (FTW) FOR CURB INLET OUTS IDE_ ......... PAVEMENT.- - - - - - - - - --------------- _I - - - - -rl - -I I II II N 0 I EX SDWK -- EX CURB 24" FLOWABLE FILL• I , 1,1 1 ----- ------=--=---------- STA 0+90. 26' STA 1 +22.67 PROP 30° BEND FL EL = 3250.99' PROP 30° BEND Et EL = 3250.76' II EX 7' X 3' BOX CULVERT I TO REMAIN �i STA 1+93.98 - ,n----------'---'--------- (L 114TH ST. GROUTED PER CONNECTION TXDOT PBGC I I C SLIDE ROAD I~ 1 Ip + --�°--------------=------- STA 0+06.00 EL = 3256.15' 1 1 4 i H ST PROP 20' 3,258.......:........................... STORMINLET;........................................ -------- •.I ------- --------- :.:.........:........:........:................ 3,258 INLET N0. 1; EX GROUND I PROP RIPRAP: 3,256 EL P I 3,256 A 0+27.33 PR GROUND 3256 06' 3 254 ...... :. "r�.r�=;�-. -.�-: �� =,'�'•':.-�` -;-:-, t..:'- 3,254 RCP::>: .`.�:.::`a;: GROUTED CONNECTION .......... �.........-� .:r:..'. PER TXDOT PBGC 3,252 . ;....0.00%• ............................... 24" RCP 0.68% LOWABLE FILL ■ I ...... ...... ...... ... ... ..... ...... �I EX' --'- F • it I' 7' X 3" 3,252 24" RCP 0.68% :It� BOX TO 24" RCP p 0.68% ii REMAIN STA 0+06.67 it ; 3,250 Ft EL=3251.41' ........................ '------------ STA 0.27.33 .... Ft EL=3251.41'........ . . .:...... .:. .:. - '--- - -'-- I 3, 250 STA 0+90.26 - - PROP 30° BEND STA 1+22.67 ; I �JI FL EL=3250.99' PROP 30° BEND STA 1.93.98 - _I FL EL=3250.76' FL EL=3250.28' ; 3,248 62. 93' 32. 40'; 71 . 3;1 ' 3,248 1 2" COL WATER o 10" ATMOS CASI NG -� ; D'm ALTjCE (SUDQENLINK) 3,246 o,o (TO BE RELOCATED 3,246 :. = :. CD:F- ------------------------------- ------ ..... .....BY -'OTHERS-)- ........ ..... ...... ..... ..... ..... EX FL EL=±3249.78' ,(CONTRACTOR N aO TO VERIFY X , ELACONSTRUCTTIPRIOO a ON 3,244 3,244 . --------'------- ---------'--------'---------'---------'------.r..o-------'----........................'..... o N �'n'......=...... Ln ..... ..... ......4 ' .............. � ..... ..... ..... N'........ ....... r . _ 0' o' Lf) N 3,242 r ri r r: r r 3,242 0.00 0.50 1.00 1.50 2.00 �.F ZE OF F �.LESLIE P. BRU_CE j 97360 11/17/2021 Lu W w >O Q O �/ ~ re fY ILY -Q U Z C3 a0 LU W ` �� W W f� U) N F- v D O >- rn O J pZ ww ❑ w U) D U > J D U M N \ J = W Q U Q a 142 SHEET 13 OF 14 THIS ITEM WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE MOST APPLICABLE ITEM. (1) 20' LONG PRECAST CURB INLET, TxDOT TYPE I -CO (FTW) EX STORM DRAIN TO BE REMOVED PROP IT STORM INLET NO. 3A (2) 10' LONG PRECAST CURB INLET, TxDOT TYPE I -CO (FTW) 1 1 4TH ST. 3 30 / (__—___----- W wr — — — ___— / \ o U) -I - al ---------I i EX STORM DRAIN -- \ w zA I TO BE REMOVED 1 1I1 \\ II � 1 l x111 24" FLOWABLE FILLS — - C4-----C4 �- 1 - - C4 �- II EX STORM PIPE 1 TO BE REMOVED_ / JII CL STRUCTURE r J I - - - _ - - _ -1 — — — mllwmlam NI-ll1®m ----\ ------------------- V 0+00 Y ' STORM PROP 10' STORM NO. I INLET NO. 2A roI MATCH LINE •70 PROP 10STORM INLET NO. 3A I i � EX SDWK'� � .'•/,' ,APO �EX 36" RCP TO REMAIN I I / � GROUTED CONNECTION 0 PER TXDOT PBGC �- PROP 20' STORM iINLET NO. 4A (1) 20' LONG PRECAST CURB INLET, TxDOT TYPE I -CO (FTW) OZ s EX JUNCTION BOX W w TO REMAIN U L ° O .1 O HORIZONTAL: o ]Z o 0 10 20 ^ A; I a LL s VERTICAL: 0 2 4 � � w STA 0+33.88 RIM EL =3256.25' 3 260 STA 0.45.21... -------------------•-------- ......--------- 3260 - - ---' ..... ........ ............-- .... RIM EL=3256.12';......---- DEPRESSED GUTTER , 114TH ST rt = 3255.07' STA 0+05.00 STA 0+53.26 RIM EL RIM EL=3256.04' I STA 1+41.30 ; =3256.38' EL = 3256.37' RIM EL=3255.93' 3,258 STA 0+61.63- I _ 3,258 STA 0+26.33 .. . RIM EL=3256.00' PLOWABLE FILL : EX JUNCTION ----,------ I NCTION BOX RIM EL STA 1+52.98 TO REMAIN 3256.33' TER I CRCP RIM EL=3255.96' ; DEPRESSED GUT 9" 3,256 FL = 3255.17' 3,256 — ; T — — I i ..-------.------ II II • 3,254 PROP PROP PROP INLET NO. 1A ;... ..INLET INLET PER T II II GROUTED CONNECTION3,254 PROP- - E XDOT PBGC ' INLET: : NO. 2A N0. 3A 7X 0 : II II 7.54' 8.04' NO. 4 0' 0 REMAIN 0.00% 0.00% : 0.00% 30" ARCH RCP 0 0.42% 252 3,252 �� 36"6EXISTTRCP0 0.37% II II II I 3r - r STA 0+61.46:------------ -- ill STA 0+05.67 STA 0+25.67 - - = - - - -;- - - - - - - - - -- - - - -:-FL EL FL EL344 2. 11' 3,250=3252.17' 3252.17' STA 0+ 54 STA3251�78L' i 3251.78 98r -- EX3251. - ....... FL ELF2 IN EL I� 250 3, -` .. S5' 30" RCP P 0.42% FL EL o:t=3252.11' STA 0+34. 54 CONTRACTOR TO VERIFY z • ELEVATION 30" RCP a 0.42% TO FL EL o' TCONSTRU�TION EX FL OUT EL=3250.59' 3,248 3,248=3252.14' cc o : ...................: (CONTRACTOR TO VERIFY -------- -------- -------- ----------- -------------- - - --�. .......... .----r......--r- . ----r....... r ELATION PRIOR TO --- STA 0+44.54 N CONSTRUCTION) FL EL N:p =3252. 1 4' x .Ir 3,246 - , 246 ..............tQ.............---............................ N.'.(.----..............----.............----- N.ifl........-----.............----...:.......o.'.00......................... ...... --... M '.........;--- � ' n : cy, N ' n '0 3 N N N N N N N N N 3, 244 3, 244 )) � LESLIE P. BRUCE � �j �'•.. 97360 :W i 1�F.(rCE...... ,2Ji 11/17/2021 /1 � &,�- O } Q Q�o o�z I— Way wWw Lu LU J J � > ¢� U J U 143 0.00 0.50 1.00 1+SU c+uu SHEET 14 OF 14 CL 114TH ST. \C0 7y o � I./y \ � * SEE NEXT SHEET FOR HORIZONTAL ALIGNMENT DATA OF THE DOWNSTREAM DRAINAGE CHANNEL SHOWN ABOVE. DRAINAGE CHANNEL EXIST PIPE & BERM ARE NOT TO BE DISTURBED DURING CONSTRUCTION. HORIZONTAL: IV MtIV I FORNAG HORIZOAN NTALAGE L kQQ \ / / VERTICAL: 0 6 12 A A / / STA 5.00.00 / EL = ±3236.13' / / i END CHANNEL - 11� CL DRAINAGE CHANNEL EXIST GROUND VARIES 5' 1 5' VARIES EXIST GROUND 10:1 MAX I PGL opal MAX EXIST SECTION A -A EXIST NOTE: 1. CHANNEL EXCAVATION ON THIS SHEET WILL NOT BE PAID FOR DIRECTLY AND SHOULD BE MADE SUBSIDIARY TO MOST APPLICABLE ITEM. 3,260 --- -- -- -- -- -- -- -- ---- - --------------------------------------------------------------------------------------------:-.-.-.-...-.-.-.-:-.-.-.-.:.-.-.-.-.:-.-.-.-.-:.-.-.-.-.:-.-.-.-.-:-.-.-.-...-.-.-.-:-.-.-.-...-.-.-.-I- 3,260 3,254 I-----------------................................................................... :.................................................................................................................................... I- 3,254 1 3,248:........ :........ :........:.................................................................... ......... ......... :........ :..................................................................... :........ ................ �- 3,248 W �o to EXIST GROUND zo M 3,242 x_,n �n AT DRAINAGE CHANNEL zoN 3,242 ------ -----' ------ --------t9 r(N -- ---.... - N.-. ----- ------ ------ ------ ------ -----. -.-.-. -.-.- - .1.. o x u, rn +1 M M U +1 uj 3,236 % 0. 20% a W — - 0� 00' -- - - - - 3, 236 —PG 3,230 I ATL�,-DRAINAGE: CHANNEL;. 13,230 J 3,224 I-------- = - - --{------.:--------'---------;---------;---------;---------;---------;--------;-------- ! ' ----- ----- ------ ----- ----- ----- . ------ ------ -------I- 3,224-I 3,218 M M M 3,218 ------- ------ ------� ------------ -- -- -- --- ------ --- ------ ------ --" ----0:.------ -- .-S.R.--•--- - O, m t0 ti t0 I�,tO � t0 l0 t0 N N 3,212 +' +' +' +' : +I +I +1 3,212 P" !� -LESLIE P. BRUCE j �i i'. 97360 :WY �oENS f.N�+2r :L 11/17wl/2021 /.i .Q�,� � I /`✓ ti-e. Lu � a LU LU 4 F U oQ ryry o 0 a-Y U =u' z O dcl Lu WLu W �0 J F- Lu J C� �zz z = < 0 c) 0 M N n \ J = W to Q U Q a 144 SHEET 1OF2 DOWNSTREAM DRAINAGE CHANNEL Chain H_DS_CH contains: 338 CUR H_DS_CH_3 CUR H-DS_CH_6 339 Beginning chain H_DS_CH description Feature: Road -Centerline Point 338 N 7,242,092.6489 E 929,063.3086 Sto 0.00.00 Course from 338 to PC H_DS_CH_3 S 1° 46' 05.50" W Dist 36.2972 Curve Data ---------- Curve H_DS_CH_3 P.I. Station 0.45.49 N 7,242,047.1785 E 929,061.9049 Delta = 20° 50' 24. 67" (LT) Degree = 114° 35' 29.61" Tangent = 9.1948 Length = 18.1865 Radius = 50.0000 External = 0.8384 Long Chord = 18.0864 Mid. Ord. = 0.8246 P.C. Station 0�36.30 N 7,242,056.3690 E 929,062.1886 P.T. Station 0.54.48 N 7,242,038.4884 E 929,064.9094 C.C. N 7,242,054.8262 E 929,112.1648 Back = S 1° 46' 05.50" W Ahead = S 19° 04' 19.17" E Chord Bear = S 8° 39' 06.83" E Course from PT H_DS_CH_3 to PC H_DS_CH_6 S 16' 15' 38.65" E Dist 159.8387 Curve Data ---------- Curve H_DS_CH_6 P.I. Station 3+60.18 N 7,241,745.0248 E 929,150.5059 Delta = 45° 14' 43.15" (LT) Degree = 16° 22' 12.80" Tangent = 145.8534 Length = 276.3879 Radius = 350.0000 External = 29.1744 Long Chord = 269.2623 Mid. Ord. = 26.9296 P.C. Station 2,14.32 N 7,241,885.0437 E 929,109.6656 P.T. Station 4,90.71 N 7,241,675.4431 E 929,278.6917 C.C. N 7,241,983.0468 E 929, 445. 6647 Back = S 16' 15' 38.65" E Ahead = S 61 ° 30' 21 . 80" E Chord Bear = S 38° 53' 00.22" E Course from PT H_DS_CH_6 to 339 S 61° 30' 21.80" E Dist 262.3099 Point 339 N 7,241,550.3040 E 929,509.2273 Sto 7.53.02 Ending chain H_DS_CH description ❑8 WZ$ L o0 ¢� �o�-u z o do` Pi g z � F LU Q � L1J ac W o U� oQ a-Y U Z ^ 0 F- LU Lu AIR LU LL �0 J F- N n M 00 3 m o 145 SHEET 2OF2 6 DRAINAGE CHANNEL CL 10, DRAINAGE CHANNEL DETAIL STA 6+81.25 TO STA 42.41.92 6" 10, 6" 6" COMPACTED FILL • �6" #4 BARS tt4 BARS 6'� • 12" O.C.E.W. 12" O.C.E.W. DRAINAGE FLUME DETAIL DRAINAGE FLUME N0. 1 STA 18+75.00 DRAINAGE FLUME N0. 2 STA 27 34.80 DRAINAGE FLUME NO. 3 STA 35+24.58 PAVEMENT Z� PAVEMENT L VARIES 24" MAX O.D. (SINGLE OR MULTIPLE BOXES) L 3' MIN l: '•.; .�::x...�.�, is ...:.:�+, ..� n is O. D. 4' MAX STANDARD TRENCH DETAIL PRECAST REINFORCED CONCRETE BOX Is VARIES -*FLOWABLE FILL ■FLOWABLE FILL * THIS ITEM WILL NOT BE PAID FOR DIRECTLY «FLOWABLE FILL BUT SHALL BE CONSIDERED SUBSIDIARY TO -*FLOWABLE FILL CONSTRUCTION OF BOX CULVERTS. 24" MAX 24" MAX I.D. 24" MAX SLOPE BEDDING AT 3:1 OR STEEPER 3" MIN BEDDING THICKNESS. IF ROCK FOUNDATION IN TRENCH INCREASE TO 6" MIN -SAND BEDDING .D./ SAND BEDDING 0. D. • 4' MAX STANDARD TRENCH DETAIL PRECAST REINFORCED CONCRETE PIPE ❑ s Wz Lu L o 0 ¢� z o `^do` g Q) z � F OF T `Nl , �p 1.,...�....F.f t �.LESLIE P. BRUCE j 97360 W: 0N:: 6..7-' 11/17/2021 LuLu a x � W W O ~ O¢ refy a-Y U =u' z ao w W �� LLlJ 0 U) U LU U) Q J Z < LU 0 \ M ti 146 SHEET 1 OF 1 ct v QI- Qi O x o Culvert Station and/or Creek Name followed by applicable end (Lt, Rt or Both) Description of Box Culvert No. Spans - Span X Height Max Fill Height (Ft) Applicable Box Culvert Standard 4 O Applicable Wingwall or End Treatment Standard Skew Angle (0°,15°, 30° or 45°) Side Slope or Channel Slope Ratio (SLA) T Culvert Top Slab Thickness (In) U Culvert Wall Thickness (In) C Estimated Curb Height (Ft) Hw O Height of Wingwall (Ft) A Curb to End of Wingwall (Ft) B Offset of End of Wingwall (Ft) Lw Length of Longest Wingwall (Ft) Ltw Culvert Toewall Length (Ft) Atw Anchor Toewall Length (Ft) Riprap Apron (Cy) Class O "C" Conc (Curb) (Cy) Class C3 "C" Conc (Wingwall) (Cy) Total Wingwall Area (SF) CULVERT NO. I - STA 19+38.06 (BOTH) 1-6X3 0.66 SCP-6 SETB-PD 0 6:1 8 7 0.917 4.328 N/A N/A 24.000 7.167 7.167 0 0.4 12.4 N/A CULVERT NO. 2 - STA 28+08.30 (BOTH) 1-6X3 0.69 SCP-6 SETB-PD 0 6:1 8 17 0.936 1 4.328 N/A N/A 24.000 1 7.167 7.167 0 10.4 12.4 N/A CULVERT NO. 3 - STA 35+88.30 (BOTH) 1-6X3 0.67 SCP-6 SETB-PD 0 6:1 8 7 0.917 4.328 N/A N/A 24.000 7.167 7.167 0 0.4 12.4 N/A CULVERT NO. 4 - STA 38+51.75 (BOTH) 1-6X3 0.83 SCP-6 SETB-PD 0 6:1 8 7 1.083 4.516 N/A N/A 25.000 7.167 7.167 0 0.6 13.2 N/A CULVERT NO. 5 - STA 41+72.70 (BOTH) 1-6X3 1.23 SCP-6 SETB-PD 0 6:1 8 7 1.479 4.893 N/A N/A 27.400 7.167 7.167 0 0.8 14.8 N/A CULVERT NO. 6 - STA 43+00.00 (LT) 2-8X3 1.29 SCP-8 PW-1 0 7:1 8 8 1.536 5.203 N/A N/A 53.667 19.167 N/A 0 1.1 37.2 558 CULVERT NO. 6 - STA 43+00.00 (RT) 2-8X3 0.54 SCP-8 PW-1 0 5:1 8 8 1.072 4.203 N/A N/A 21.000 19.167 N/A 0 0.8 13.3 177 CULVERT NO. 6 - STA 43+00.00 (LT) 3-6X2 2.38 SCP-6 PW-1 0 N/A 7 7 2.619 1 N/A N/A N/A N/A 22.500 N/A 0 2.2 1.6 N/A CULVERT NO. 6 - STA 43+00.00 (RT) 3-6X2 1.62 SCP-6 PW-1 0 N/A 7 7 1.619 N/A N/A N/A N/A 22.500 N/A 0 1.3 1.6 N/A CULVERT NO. 6 - STA 43+00.00 (LT) N/A 2.38 N/A PW-1 0 N/A N/A N/A 2.619 N/A N/A N/A N/A N/A N/A 0 0.0 0.0 N/A CULVERT NO. 6 - STA 43+00.00 (RT) N/A 2.38 N/A PW-I 0 N/A N/A N/A 1.619 N/A N/A N/A N/A N/A N/A 0 0.0 0.0 N/A CULVERT NO. 7 - STA 9+50.17 (BOTH) 1-6X3 0.50 SCP-6 SETB-PD 0 6:1 8 7 0.750 4.240 N/A N/A 22.000 7.167 7.167 0 0.4 24.8 N/A CULVERT NO. 8 - STA 11+91.17 (BOTH) 1-6X3 0.50 SCP-6 SETB-PD 0 6:1 8 7 0.750 4.240 N/A N/A 22.000 7.167 7.167 0 0.4 24.8 N/A NOTES: Skew = 0° on SW-0, FW-0, SETB-CD, SETB-SW-O, and SETB-FW-O standard sheets; 30° maximum for safety end treatment SL:I = Horizontal : I Vertical . Side slope at culvert for flared or straight wingwalls. . Channel slope for parallel wingwalls. . Slope must be 3:1 or flatter for safety end treatments. T = Box culvert top slab thickness. Dimension can be found on the applicable box culvert standard sheet. U = Box culvert wall thickness. Dimension can be found on the a applicable box culvert standard sheet. pp C = Curb height See applicable wing or end treatment standard sheets for calculations of Hw, A, B, Lw, Ltw, Atw, and Total Wingwall Area. Hw = Height of wingwall A = Distance from face of curb to end of wingwall (not applicable to parallel or straight wingwalls) B = Offset of end of wingwall (not applicable to parallel or straight wingwalls) Lw = Length of longest wingwall. Ltw = Length of culvert toewall (not applicable when using riprap apron) Atw = Length of anchor toewall (applicable to safety end treatment only) Total Wingwall Area = Wingwall area in sq. ft. for two wingwalls (one structure end) if Lt or Rt. Area for four wingwalls (two structure ends) if Both. ORound the wall heights shown to the nearest foot for bidding purposes. Concrete volume shown is for box culvert curb only. For curbs using the Box Culvert Rail Mounting Details (RAC) standard sheet quantities shown must be increased by a factor of 2.25. If Class S concrete is required for the top slab of the culvert, also provide Class S concrete for the curb. Curb concrete is considered part of the Box Culvert for payment. O Concrete volume shown is total of wings, footings, culvert toewall (if any), anchor toewalls (if any) and wingwall toewalls. Riprap aprons, culverts, and curb quantities are not included. O Regardless of the type of culvert shown on this sheet, the Contractor has the option of furnishing cast -in -place or precast culverts unless otherwise shown elsewhere on the plans. /f the Contractor elects to provide culverts of a different type than those shown on this sheet, it is the Contractor's responsibility to make the necessary adjustments to the dimensions and quantities shown. SPECIAL NOTE: This sheet is a supplement to the box culvert standards. It is to be filled out by the culvert specifier and provides dimensions for the construction of the box culvert wingwalls and safety end treatments. An Excel 2010 spreadsheet to assist in completing this table can be downloaded from the Bridge Standards (English) web page on the TxDOT web site. The completed sheet must be signed, sealed, and dated by a licensed Professional Engineer. ® Bridge Division , Texas Department ofTransportation Standard BOX CULVERT SUPPLEMENT WINGS AND END TREATMENTS 8 C S FILE: bcsstdel-20.dgn DN: TxDOT CK: TxDOT Dw: TxDOT I CK: TxDOT ©T00T February 2020 CONT I SECT JOB I HIGHWAY flEVI510N@ DIST COUNTY SHEET 10. 147 TABLE OF DIMENSIONS AND REINFORCING STEEL (Wings for one structure end) Estimated Estimated Dimensions Variable Reinforcing Quantities Quantities per ft of per ft of wing ® Toewall Maximum Wingwall Height Hw W X Y Z Bars Jl Bars J2 (2-wings) (1-toewall) a, N n Spa a, N Ln Spa Reinf (Lb/Ft) Conc (CY/Ft) Reinf (Lb/Ft) Conc (CY/Ft) 2-6" 2'-10" 10" 1'-0" 7" #4 P-0" #4 P-0" 48.64 0.406 6.85 0.071 Z-9" 2'-10" 101, 1'-0" 7" #4 P-0" #4 P-0" 49.31 0.424 6.85 0.071 3-0" 2'-10" 10" 1'-0" 7" #4 P-0" #4 P-0" 49.98 0.444 6.85 0.071 3-3" 2'-10" 10" 1'-0" 7" #4 P-0" #4 P-O" 53.32 0,462 6.85 0.071 3-6" 2'-10" 10" 1'-0" 7" #4 P-0" #4 P-0" 53.98 0.480 6.85 0.071 4'-0" 3-2" F-2" 1'-0" 7" #4 1'-O" #4 1'-0" 55.77 0.532 6.85 0.071 4'-6" 3-2" 1'-2" F-0" 7" #4 1'-0" #4 P-0" 59.77 0.568 6.85 1 0.071 5-0" 3-9" 1'-7" P-2" 7" #4 P-0" #4 P-0" 63.45 0.632 6.96 0.075 5-6" 3-9" 1'-7" P-2" 7" #4 1'-0" #4 P-0" 67.46 0.668 6.96 0.075 6-0" 4'-4" 2'-0" 1'-4" 7" #5 1'-0" #5 1'-0" 80.67 0.730 7.07 0.078 n 6-6" 4'-4" 2'-0" P-4" 7" #5 1'-0" #5 P-0" 85.05 1 0.768 7.07 0.078 7-0" 5-0" 2'-3" F-9" B" #5 1'-0" #5 P-0" 92.15 0.864 8.07 0.093 ' 7'-6" 5-0" 2'-3" P-9" 8" #5 P-0" #5 P-0" 96.54 0.902 8.07 0.093 8'-0" 5-6" 2'-8" 1'-10" 8" #5 6" #5 6" 139.04 0.962 8.13 0.095 8'-6" 5-6" 2'-8" I'-10" 8" #5 6" #5 6" 144.47 1.000 8.13 0.095 9'-6" 6-0" 2'-10" 2'-2" 9" #5 6" #5 6" 156.93 1.136 8.41 0.110 10'-6" 6-5" 3-0" 2'-5" 9" #6 6" #5 6" 196.27 1.234 8.57 0.117 11'-6" 7'-2" 3'-6" 2'-B" 11" #6 6" #6 6" 230.13 1.438 9.52 0.140 12'-6" 7'-8" 3'-9" 2'-17" P-0" #7 6" #6 6" 283.41 1.592 9.74 0.157 13'-6" 8'-2" 4'-0" 3'-2" P-2" #8 6" #6 6" 348.72 1.804 10.02 0.186 14'-6" 8'-10" 4'-5" 3'-5" P-4" #9 6" #6 6" 432.94 2.046 10.30 0.218 15'-6" 9'-6" 4'-10" 3'-8" 1'-6" #9 6" #7 6" 489.52 2.302 11.24 0.253 16'-0" 9'-11" 5'-0" 3'-77" P-7" #9 6" #7 6" 505.72 2.448 11.47 0.279 SL 1 G JI V I Const joint N Tv J2 as N r N CO NQ N 0 E O i N � N N L N Y - ti 3 O U Lu J F 3'-0" Extend Bars G (TYp) ul D _N ea E1 PJ M1� M2 ` J3 PARTIAL ELEVATION - PW-1 12" 2" (T yp) J1 SECTION A -A G (Showing wing reinforcement.) 8 B C n �E2 O Finished grade (roadway slope) C L 3 = Y 3" N J3 i N � + 2„ E2 N M2 SECTION B-B (Showing wing reinforcement. TABLE OF WINGWALL REINFORCING (2-wings) = 90° - skew 3'-0" BARS DI Bar Size No. Spa D1 #6 - 1'-0" D2 #6 -- 1'-0" El #4 - 1'-01, F #4 - 1'-0" G #6 - 8" M7 #4 4 - P #4 -•- F-0" V #4 - F-0" TABLE OF TOEWALL WING DIMENSION FORMULAS: (All values are in feet.) Hw =H+T+C Lw = (Hw) (SL) - cosine (0) for Type PW-1 = (Hw - 1') (SL) - cosine (0) for Type PW-2 and Hw ? 4' = (Hw - 0.5') (SL) - cosine (0) for Type PW-2 and Hw < 4' For cast -in -place culverts: Ltw = ((N) (5) + (N + 7) (U)] - cosine (6) For precast culverts: Ltw = ((N) (2 U + S) + (N - 1) (0.5')] - cosine (0) Total Wingwall Area (two wings - SF) = (2)(Hw)(Lw) for Type PW-1 = (2)(Hw)(Lw) - 6 SF for Type PW-2 and Hw? 4' = (2)(Hw)(Lw) - 1.5 SF for Type PW-2 and Hw < 4' REINFORCING p Bar Size No. Spa = 90° -skew J3 #4 - M2 #4 2 - E2 #4 - 1'-0" 3'-0" BARS D2 v I,v _ flII y, II N I�►II I�I d. = N N N 2 BARS Jl BARS J2 BARS J3 BARS V 6-0" SL 1 G 8a- ]3 J] 3 V Const joint N r-n lg U k- ?71L� Field bend as needed Lw I Q 3-0" Extend v .. 3" weephole E7---� � M1- M2� '-J3 PARTIAL ELEVATION - PW-2 U S lu Limits of culvert Lw barrel quantities Hw = Height of wingwall Lw = Length of wingwall Ltw = Culvert toewall length N = Number of culvert spans SLA = Channel slope ratio. (horizontal: 1 vertical, usual value is 2:1) 6 = Culvert skew See applicable box culvert standard sheet for 5, H, T, and U values. D2 Barrel reinf J1 Culver4�t walls B F B Wingwall C Q ~ J1 - °L Ltw � Lw I r �I Toe of slope PLAN Length of wings based on SL:1 slope along this line DETAILS FOR NON -SKEWED BOX CULVERTS i�D2 D7 (22)3 Wingwall SECTION C-C - PW-1 J 2 vd F V Wingwall -% SECTION C-C - PW-2 8 re Culvert skew G 41bSarel Limits of culvert Lw quantities Ltw Lw Culvert skew PLAN Toe of ope-) DETAILS FOR SKEWED BOX CULVERTS (Showing 30° skew.) O Skew = 0° At discharge end, chamfer may be 314' minimum. OFor 15° skew - I" For 30° skew - 2" For 45° skew - 3" ® Quantities shown are for two Type PW-1 wings. Adjust concrete volume for Type PW-2 wings. To determine estimated quantities for two wings, multiply the tabulated values by Lw. Quantities shown do not include weight of Bars D. OProvide weepholes for Hw = 5-0" and greater. Fill around weepholes with coarse gravel. © Extend Bars E2 F-6" minimum into the wingwall footing. 0 Lap Bars M1 P-6" minimum with Bars M2. ® Place Bars G as shown, equally spaced at 8" maximum. Provide at least two pairs of Bars G per wing. O0" Min to 5-0" Max. Estimated curb heights are shown elsewhere in the plans. For structures with pedestrian rail or curbs taller than F-0, refer to the Extended Curb Details (ECD) standard sheet. For structures with T631 or T631LS bridge rail, refer to the Mounting Details for T631 & T631LS Rails (T631-CM) standard sheet. Refer to the Box Culvert Rail Mounting Details (RAC) standard sheet for structures with bridge rail other than T631 or T631LS. 10 For vehicle safety, the following requirements must be met: • For structures without bridge rail, construct curbs no more than 3" above finished grade. • For structures with bridge rail, construct curbs flush with finished grade. Reduce curb heights, if necessary, to meet the above requirements. No changes will be made in quantities and no additional compensation will be allowed for this work. 1 ] F-0" typical. 2'-3" when the Box Culvert Rail Mounting Details (RAC) standard sheet is referred to elswhere in the plans. 12 3'-0" for Hw < 4'. ]36"for Hw<4'. DESIGNER NOTES: Type PW-1 can be used for all applications and must be used if railing is to be mounted to the wingwall. Type PW-2 can only be used for applications without a railing mounted to the wingwall. V MATERIAL NOTES: Provide Class C concrete (f'c=3,600 psi). J1 Provide Grade 60 reinforcing steel. Provide galvanized reinforing steel if required elsewhere in the plans. GENERAL NOTES: Designed in accordance with AASHTO LRFD Bridge Design Specifications. Depth of toewalls for wingwalls and culverts may be reduced or eliminated when founded on solid rock, when directed by the Engineer. See Box Culvert Supplement(BCS) standard sheet for wingwall type and additional dimensions and information. Quantities for concrete and reinforcing steel resulting from the formulas given on this sheet are for the Contractor's information only. Cover dimensions are clear dimensions, unless not otherwise. Reinforcing dimensions are out -to -out of bars. ® Bridge Division ,Texas Department of Transportation Standard CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 PW FILE: pwstde01-20.dgn DN: GAF CK: [AT IDW: TOOT I CK: TOOT ©TxDOT February 2020 CONT I SECT Joe I HIGHWAY REVISIONS DIST COUNTY SHEET N0. I-, �tv TYPICAL SECTION Finished grade Used for curbs over F-O" to 5'-0" Q - :E � Y O o u 10" BARS V (#5) Spaced at 12" Max 3'-8" o BARS L (#5) Spaced at 12" Max OPTIONAL BARS L (#5) Spaced at 12" Max 91, BARS U (#4) Spaced at 12" Max O"T" is equal to the culvert top slab thickness. For precast boxes with slabs less than 8" thick, see SCP-MD standard for additional details. OAdjust normal culvert slab bars as necessary to clear obstructions. OPlace bars L as shown. Tilt hook as necessary to maintain cover. OPlace normal culvert curb bars H(#4) as shown. Adjust as necessary to clear obstructions. O Additional bars H(#4) as required to maintain 12" Max spacing. OReplace normal culvert curb bars K with one bar U and two bars V as shown spaced at 12" Max. Adjust length of bars V as necessary to maintain clear cover. OOptional bars L are to be used only for precast box culverts with 3'-0" closure pour. OQuantities shown are for Contractor's information only. Quantities are per linear foot of curb length. The value in table can be interpolated for intermediate values of curb height, "C". Quantity includes bars K (when applicable). CONSTRUCTION NOTES: Adjust reinforcing steel as necessary to provide I %4' cover. For vehicle safety, top of the curb must not project more than 3" above the finished grade. MATERIAL NOTES: Provide Grade 60 reinforcing steel. Provide galvanized reinforcing steel if required elsewhere in the plans. Provide Class "C" concrete (f'c = 3,600 psi) minimum for curbs. Provide bar laps, where required, as follows: . Uncoated or galvanized — #4 = I'-8" Min GENERAL NOTES: Designed according to AASHTO LRFD Bridge Design Specifications. These extended curb details have sufficient strength to allow for future retrofit of Type T631 or T631LS railing. These details are suitable for use with PR11, PR22 and PR3 type rails. These details are not suitable for the mounting of other rail types. For new construction using T631 or T631LS railing, use the T631-CM standard. This Curb is considered as part of the Box Culvert for payment. Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bar dimensions shown are out -to -out of bar. BOX DATA Tc TC SECTION DIMENSIONS Fill Height (ft.) M (Min) (in.) REINFORCING (sq. in. / ft.)'-!' Lift Weight (tons) S (ft.) H (ft.) TT (in.) TB (in.) TS (in.) AS] AS2 AS3 A54 A55 A57 ASS 6 2 8 7 7 < 2 - 0.23 0.27 0.19 0.17 0.19 0.19 0.17 7.2 6 2 7 7 7 2 < 3 43 0.25 0.21 0.17 0.17 - - - 6.8 6 2 7 7 7 3 - 5 43 0.20 0.17 0.17 0.17 - - - 6.8 6 2 7 7 7 10 39 0.20 0.17 0.17 0.17 - - - 6.8 6 2 7 7 7 15 39 0.26 0.20 0.20 0.17 - - - 6.8 6 2 7 7 7 20 39 0.34 0.26 0.26 0.17 - - - 6.8 6 2 7 7 7 25 39 0.43 0.32 0.32 0.17 - - - 6.8 6 2 7 7 7 30 39 0.52 0.38 0.39 0.17 - - - 6.8 6 3 8 1 7 7 1 < 2 - 1 0.20 0.31 1 0.22 1 0.17 0.19 1 0.19 0.17 1 7.9 6 3 7 7 7 2 < 3 43 0.21 0.24 0.19 0.17 - - - 7.5 6 3 7 7 7 3 - 5 39 0.17 0.18 0.17 0.17 - - - 7.5 6 3 7 7 7 10 39 0.17 0.18 0.19 0.17 - - - 7.5 6 3 7 7 7 15 38 0.22 0.24 0.24 0.17 - - - 7.5 6 3 7 7 7 20 38 0.28 0.31 0.31 0.17 - - - 7.5 6 3 7 7 7 25 38 0,35 0.38 0.39 0.17 - - - 7.5 6 3 7 7 7 30 38 0.42 0.46 0.46 0.17 - - - 7.5 6 4 1 8 7 1 7 < 2 - 0.19 1 0.34 1 0.25 0.17 1 0.19 0.19 1 0.17 8.6 6 4 7 7 7 2 < 3 43 0.19 0.27 0.21 0.17 - - - 8.2 6 4 7 7 7 3 - 5 39 0.17 0.21 0.19 0.17 - - - 8.2 6 4 7 7 7 10 39 0.17 0.20 0.21 0.17 - - - 8.2 6 4 7 7 7 15 38 0.18 0.27 0.27 0.17 - - - 8.2 6 4 7 7 7 20 38 0.24 0.34 0.35 0.17 - - - 8.2 i 6 4 7 7 7 25 38 0.29 0.43 0.42 0.17 - - - 8.2 6 4 7 7 7 30 38 0.35 0.51 0.52 0.17 - - - 8.2 6 5 8 7 7 < 2 - 0.19 0.37 0.28 0.17 0.19 0.19 0.17 9.3 6 5 7 7 7 2 < 3 43 0.17 0.30 0.24 0.17 - - - 8.9 6 5 7 7 7 3 - 5 43 0.17 0.23 0.21 0.17 - - - 8.9 6 5 7 7 7 10 39 0.17 0.22 0.23 0.17 - - - 8.9 6 5 7 7 7 15 38 0.17 0.28 0.29 0.17 - - - 8.9 6 5 7 7 7 20 38 0.20 0.37 0.38 0.17 - - - 8.9 6 5 7 7 7 25 38 0,25 0.45 0.46 0.17 - - - 8.9 6 5 7 7 7 30 38 0.30 0.54 0.55 0.17 - - - 8.9 6 6 8 7 7 < 2 - 0.19 0.38 0,30 0.17 0.19 0.19 0.17 10 6 6 7 7 7 2 < 3 52 0.17 0.32 0.26 0.17 - - - 9.6 6 6 7 7 7 3 - 5 52 0.17 0.24 0.22 0.17 - - - 9.6 6 6 7 7 7 10 43 0.17 0.23 0.24 0.17 - - - 9.6 6 6 7 7 7 15 39 0.17 0.29 0.31 0.17 - - - 9.6 6 6 7 7 7 20 39 0.18 0.38 0.39 0.17 - - - 9.6 6 6 7 7 7 25 38 0.23 0.46 0.48 0.17 - - - 9.6 6 6 7 7 7 30 38 0.27 0.55 0.57 0.17 - - - 9.6 6 7 e J L OFor box length = 8'-0" OAS1 thru AS4, AS7 and AS8 are minimum required areas of reinforcement per linear foot of box length. ASS is minimum required area of reinforcement per linear foot of box width. m F_ U Minimum length is equal to spacing of longitudinal reinforcing plus 2" (Typ) reinforcing CORNER OPTION "A" CORNER OPTION "B" FILL HEIGHT 2 FT AND GREATER %z' Min (Typ) 6" Min 2" Max (Typ) Longitudinal "l Yri reinforcement AS2 (top) �r Outer cage AS3 (bottom) circumferential reinforcement AS2 (top) AS3 (bottom) at groove end. SECTION A -A (Showing top and bottom slab joint reinforcement.) T S S T.S -AS] CORNER OPTION "A" CORNER OPTION "B" FILL HEIGHT LESS THAN 2 FT Length is equal to spacing of longitudinal reinforcing plus 2". (10" Min) (Typ) MATERIAL NOTES: Provide 0.03 sq. in./ft. minimum longitudinal reinforcement at each face in slabs and walls. This minimum requirement may be met by the transverse wires when wire mesh reinforcement is used. Provide Class H concrete (f'c = 5,000 psi). GENERAL NOTES: Designs shown conform to ASTM C1577. Refer to ASTM C1577 for information or details not shown. See Box Culverts Precast Miscellaneous Details (SCP-MD) standard sheet for details and notes not shown. In lieu of furnishing the designs shown on this sheet, the contractor may furnish an alternate design that is equal to or exceeds the box design for the design fill height in the table. Submit shop plans for alternate designs in accordance with Item "Precast Concrete Structural Members (Fabricationy'. HL93 LOADING o Bridge Division ,Texas Department of Transportation Standard SINGLE BOX CULVERTS PRECAST 6'-0" SPAN SCP-6 FILE: scp06sts-20.dgn DN: TO T CK: TOOT Dw: TOOT a: TOOT ©TOOT February 2020 CONT SECT JOB HIGHWAY fl 11SIOIS DIST COUNTY SHEET N0. 1&.1n BOX DATA TS �t v SECTION DIMENSIONS Fill Height (ft.) M (Min) (in.) REINFORCING (sq. in. / ft.)O Lift Weight (tons) S (ft.) H (ft.) TT (in.) TB (in.) TS (in.) AS] AS2 AS3 A54 A55 A57 A58 8 3 8 8 8 < 2 - 0.31 0.35 0.25 0.19 0.19 0.19 0.19 10.4 8 3 8 8 8 2 < 3 55 0.35 0.29 0,28 0.19 - - - 10.4 8 3 8 8 8 3 - 5 50 0.28 0.23 0.24 0.19 - - - 10.4 8 3 8 8 8 10 45 0.29 0.25 0.26 0.19 - - - 10.4 8 3 8 8 8 15 45 0.39 0.33 0.34 0.19 - - - 10.4 8 3 8 8 8 20 45 0.51 0.43 0.44 0.19 - - - 10.4 8 3 8 8 8 25 45 0.63 0.53 0.54 0.19 - - - 10.4 8 4 8 8 8 < 2 - 0.27 0.38 0.29 0.19 0.19 0.19 0.19 11.2 8 4 8 8 8 2 < 3 50 0.31 0.34 0.32 0.19 - - - 11.2 8 4 8 8 8 3 - 5 50 0.25 0.27 0.27 0.19 - - - 11.2 8 4 8 8 8 10 45 0.26 0.28 0.29 0.19 - - - 11.2 8 4 8 8 8 15 41 0.34 0.37 0.38 0.19 - - - 11.2 8 4 8 8 8 20 41 0.44 0.48 0.49 0.19 - - - 11.2 8 5 8 8 8 < 2 - 0.24 0.40 0.32 0.19 0.19 0.19 0.19 12.0 8 5 8 8 8 2 < 3 50 0.28 0.37 0.35 0.19 - - - 12.0 8 5 8 8 8 3 - 5 45 0.23 0.29 0.30 0.19 - - - 12.0 8 5 8 8 8 10 45 0.23 0.31 0.32 0.19 - - - 12.0 8 5 8 8 8 15 41 0.30 0.41 0.42 0.19 - - - 12.0 8 5 8 8 8 20 41 0.39 0.52 0.54 0.19 - - - 12.0 8 6 8 8 8 < 2 - 0.22 0.42 0,35 0.19 0.19 0.19 0.19 12.8 8 6 8 8 8 2 < 3 50 0.25 0.40 0.38 0.19 - - - 12.8 8 6 8 8 8 3 - 5 50 0.21 0.32 0.33 0.19 - - - 12.8 8 6 8 8 8 10 45 0.22 0.33 0.34 0.19 - - - 12.8 8 6 8 8 8 15 41 0.28 0.43 0.45 0.19 - - - 12.8 8 6 8 8 8 20 41 0.36 0.55 0.57 0.19 - - - 12.8 8 7 8 8 8 < 2 - 0.20 0.44 0.37 0.19 0.19 0.19 0.19 13.6 8 7 8 8 8 2 < 3 55 0.23 0.43 0.41 0.19 - - - 13.6 8 7 8 8 8 3 - 5 55 0.19 0.34 0.35 0.19 - - - 13.6 8 7 8 8 8 10 50 0.20 0.34 0.36 0.19 - - - 13.6 8 7 8 8 8 15 41 0.26 0.45 0.47 0.19 - - - 13.6 8 7 8 8 8 20 41 0.33 0.57 0.60 0.19 - - - 13.6 8 8 8 8 8 < 2 - 0.20 0.45 0.40 0.19 0.19 0.19 0.19 14.4 8 8 8 8 8 2 < 3 65 0.21 0.45 0.44 0.19 - - - 14.4 8 8 8 8 8 3 - 5 65 0.19 0.36 0.38 0.19 - - - 14.4 8 8 8 8 8 10 55 0.19 0.35 0.38 0.19 - - - 14.4 8 8 8 8 8 15 45 0.24 0.46 0.49 0.19 - - - 14.4 8 8 8 8 8 20 45 0.31 0.59 0.62 0.19 - - - 14.4 OFor box length = 8'-0" OAS1 thru AS4, AS7 and AS8 are minimum required areas of reinforcement per linear foot of box length. ASS is minimum required area of reinforcement per linear foot of box width. m F_ S U Minimum length is equal to spacing of longitudinal reinforcing plus 2" (Typ) reinforcing CORNER OPTION "A" CORNER OPTION "B" FILL HEIGHT 2 FT AND GREATER %z' Min (Typ) 6" Min 2" Max (Typ) Longitudinal "l Yri reinforcement AS2 (top) �T � Outer cage -UlAS2 AS3 (bottom) circumferential reinforcement (top) AS3 (bottom) at groove end. SECTION A -A (Showing top and bottom slab joint reinforcement.) TS TS S TS -AS] CORNER OPTION "A" CORNER OPTION "B" FILL HEIGHT LESS THAN 2 FT Length is equal to spacing of longitudinal reinforcing plus 2". (10" Min) (Typ) MATERIAL NOTES: Provide 0.03 sq. in./ft. minimum longitudinal reinforcement at each face in slabs and walls. This minimum requirement may be met by the transverse wires when wire mesh reinforcement is used. Provide Class H concrete (f'c = 5,000 psi). GENERAL NOTES: Designs shown conform to ASTM C1577. Refer to ASTM C1577 for information or details not shown. See Box Culverts Precast Miscellaneous Details (SCP-MD) standard sheet for details and notes not shown. In lieu of furnishing the designs shown on this sheet, the contractor may furnish an alternate design that is equal to or exceeds the box design for the design fill height in the table. Submit shop plans for alternate designs in accordance with Item "Precast Concrete Structural Members (Fabricationy'. HL93 LOADING o Bridge Division ,Texas Department of Transportation Standard SINGLE BOX CULVERTS PRECAST 8'-0" SPAN SCP-S FILE: scp08sts-20.dgn DN: TO T CK: TOOT Dw:TXDOT cK: TOOT ©TOOT February 2020 CONT SECT JOB HIGHWAY flEVI510N@ DIST COUNTY SHEETT N0. r z_ a� <I n: mO' _ See Detail "A" 13 6" Min and usual 14 Precast Cement culvert wall stabilized backfillO O a ` i Cast -in -place o c B concrete closure N g (Place 4— #4's n o c as shown.) 11 N Cement stabilized End of "Concrete backfillO Box Culvert" MULTIPLE UNIT SECTION B-B PLACEMENT See Section Thru Curb O Finished grade detail for curb details (roadway slope) 0 � 7 Place additional layer of 6 — #4's -v spaced at 6" max t End of concrete as shown Q box culvert for Bars C payment �. � � — — — — — — — — — 3" chamfer /7( 6^) (See General o Precast v Notes) 4 c 3'-0" Min closure O box top °c y SECTION THRU TOP SLABS LESS THAN 8" 101, Extend exposed reinforcing inside and outside a min of, f 4" into gap Box i " Box i A / Min 2;0„ \ Z .0 tii/, ANGLE DETAIL �l Concrete c 8" wide band( L n T 0 n 9 - Inside face K H(#4) 3" chamfer (See GENERAL NOTES) Precast concrete box Cast -in -place concrete closure (Place 4 — #4's Cement as shown.) ] ] stabilized backfill g DETAIL "A" is Wingwall Finished grade (roadway slope) ]2 a O o `6 2 SECTION THRU CURB QUANTITIES PER FOOT OF CURB 10 Reinforcing Steel 4.12 Lb Concrete 0.037 CY p4m,11 End of concrete box culvert for payment O O 3-0" Min r O P -O" Min extension —Cast-in-place concrete closure ]I Precast concrete box WINGWALL CONNECTION (Also applies to safety end treatment.) BARS C (#4) (Spa = P-O" Max) 3-0" Min O O 2'-0" Min (Typ) O P -O" Min extension (Typ) Joint EV c— — — b Outside face f reinforcing (Box — K Inside face reinforcing SECTION A -A End of cast -in place concrete closure Cement stabilized backfill between multi -boxes O Joint PLAN OF SKEWED ENDS 9,, 5„ O 3„ BARS K (#4) (Spa = P-O" Max) (Length = 4'-2") O0" Min to 5'-0" Max. Estimated curb heights are shown elsewhere in the plans. For structures with pedestrian rail, bicycle rail, or curbs taller than P-0, refer to the Extended Curb Details (ECD) standard sheet. For structures with T631 or T631LS bridge rail, refer to the Mounting Details for T631 & T631LS Rails (T631-CM) standard sheet. Refer to the Box Culvert Rail Mounting Details (RAC) standard sheet for structures with bridge rail other than T631 or T631LS. OFor curbs less than 1'-O" high, tilt Bars K or reduce bar height as necessary to maintain cover. For curbs less than 3" high, Bars K may be omitted. OExtend curb, wingwall, or safety end treatment reinforcing into concrete closure. Bend or trim, as necessary, any reinforcing that does not fit into closure area. OProvide a 3'-0" Min cast -in -place concrete closure. Break back boxes in the field or cast boxes short. Provide bands of reinforcing in the closure that are the same size and spacing as in the precast box section. Provide #4 longitudinal reinforcement spaced at 12 inches Max within the closure. Except where shown otherwise, construct the cast -in -place closure flush with the inside and outside faces of the precast box section. OFor multiple unit placements, adjust the length of the closure for the interior walls as necessary. Provide a 3'-0" Min cast -in -place closure in the top slab, bottom slab, and exterior wall. See Section B-B detail when interior walls are cast full length. OExtend precast box reinforcing a minimum of 1'-O" into concrete closure (Typ). OPlace bands of reinforcing matching the inside and outside face reinforcing in the gaps of the top and bottom slabs. Place a band matching the outside face reinforcing of the wall in the gaps of the walls (placed in the outside face only). Tack weld the bands to the exposed reinforcing at each point of contact. OFor vehicle safety, the following requirements must be met: For structures without bridge rail, construct curbs no more than 3" above finished grade. For structures with bridge rail, construct curbs flush with finished grade. Reduce curb heights, if necessary, to meet the above requirements. No changes will be made in quantities and no additional compensation will be allowed for this work. OCement stabilized backfill between boxes is considered part of the box culvert for payment. 10 All curb concrete and reinforcing is considered part of the box culvert for payment. 11 Any additional concrete and reinforcing required for the closures will be considered subsidiary to the box culvert for payment. 12 1'-0" typical. 2'-3' when the Box Culvert Rail Mounting Details (RAC) standard sheet is referred to elsewhere in the plans. 13 For multiple unit placement with overlay, with 1 to 2 course surface treatment, or with the top slab as the final riding surface, provide wall closure as shown in Detail "A". 14 This dimension may be increased with approval of the Engineer to allow the precast boxes to be tunneled or jacked in accordance with Item 476, "Jacking, Boring, or Tunneling Pipe or Box". No payment will be made for any additional material in the gap between adjacent boxes. MATERIAL NOTES: Provide Grade 60 reinforcing steel. Provide ASTM A1064 welded wire reinforcement. Provide Class C concrete (f'c = 3,600 psi) for the closures. Provide cement stabilized backfill meeting the requirements of Item 400, "Excavation and Backfill for Structures." Any additional concrete required for the closures will be considered subsidiary to the box culvert. GENERAL NOTES: Designed according to AASHTO LRFD Bridge Design Specifications. Refer to the Single Box Culverts Precast (SCP) standard sheets for details and notes not shown. Chamfer the bottom edge of the top slab closure 3 inches at culvert closure ends. Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bars dimensions are out -to -out of bars. HL93 LOADING (Showing multi -box placement.) z_ a� <I n: m "• m mom' c, Finished 12" grade M g O 3„ U ti R Permissible construction - _ joint J - ti M. M Lw Bars J and C -- Spaced at 10' Max N G (Adjust bar locations as m necessary to clear cross pipe.) M m a _ v n SLO + Flow _ line - cc D FC Ems/ 2'-0" 2'-0" TYPICAL WINGWALL ELEVATION (Cross pipes not shown for clarity.) Atw 7" S 7" G O I •I - - - - - - - - - - - - - - - - - - - J 1 � Typ F x� i 1 %2" 3 (Typ) E ] -0 Max SECTION A -A K I C Top slab of culvert 'v N J R Wingwall • •_ GOrF Construction • joint AT TOP OF (Typ) EXTERIOR WINGWALL • (Cast -in -place culvert) C (Showing typical wingwall and wing slab reinforcing. Pipe runners not shown for clarity.) L L O I N " c 1'-10 %2' n v o F-2„ n + 2'-0„ 41 N s 2„ BARS J BARS K BARS R (Length = 4'-3"9 3" 'v 2" TABLE OF REINFORCING BAR SIZES AND SPACING Bar Size Spacing C #4 10" Max D #4 Match F and E E #4 1'- 0" Max F #4 P- 3" Max G #6 As shown J #4 10" Max K #4 P- 0" Max R #4 As shown I I I I I I I I I I J I • R • 7„ O G or F Wingwall I pipe =irst ross pipe Slab pipe (Typ) (4.43) (Atw) + (K2) (Hw) (N + 1) (Lw) Flow line C = Height of curb above top of top slab (feet) Hw = Height of wingwall (feet) K = Constant value for use in formulas Slope SLA KI K2 3:1 - 1.054 - 7.45 4:1 - 1.031 - 8.49 6:1 - I'014 - 10.30 Atw = Anchor toewall length (feet) Lw = Length of wingwall (feet) (Showing bolted anchor option.) N = Number of culvert barrels U SL:1 = Side slope ratio (horizontal : 1 vertical) U See applicable box culvert standard for H, S, T, and U values. Backfill between Precast MATERIAL NOTES: ,,, Bottom slab precast culverts culvert �F 1-- Provide Grade 60 reinforcing steel. r Anchor toewall ISOMETRIC VIEW OF TYPICAL INSTALLATION AT TOP OF AT OUTSIDE INTERIOR WINGWALL OF BOTTOM SLAB (Cast -in -place culvert) (Cast -in -place culvert) PLAN VIEWS OF CORNER DETAILS J (j)Provide 6:1 or flatter slope. OO" Min to 5-0" Max. Estimated curb heights are shown elsewhere in the plans. For structures without railing and curbs taller than P-0", refer to Extended Curb Details the Extended Curb Details (ECD) standard sheet. OWingwall and slab thicknesses may be the same as the adjacent culvert wall and slab thicknesses (7" Minimum). If thicknesses greater than the minimum (7") are used, no changes will be made in quantities and no additional compensation will be allowed. OFor vehicle safety, reduce height, if necessary, to provide a maximum 3" projection above finished grade. No changes will be made in quantities and no additional compensation will be allowed for this work. OFor culverts with C = 0", the precast culvert reinforcing may extend 1'-0" minimum into wingwall. Wingwall bars D and R may be omitted. Otherwise, refer to the Wingwall Connection detail on the Box Culvert Precast Miscellaneous Details (SCP-MD) standard sheet. Provide galvanized reinforcing steel it required elsewhere in the plans. X Adjust reinforcing as necessary to provide a minimum clear cover I X Of 1%2- Provide Class "C" concrete (f'c = 3,600 psi). • • Provide pipe runners, cross pipes, and anchor pipes meeting I Precast s5 the requirements of ASTM A53 (Type E or S, Gr B), ASTM A500 Gr B, culvert or API 5LX52. • • reinforcement Provide ASTM A307 bolts. Galvanize all steel components, except the concrete reinforcing, unless required elsewhere in the plans, after fabrication. Repair galvanizing damaged during transport or construction 3 in accordance with Item 445, "Galvanizing." GENERAL NOTES: • • I ] I Designed according to AASHTO LRFD Bridge Design Specifications. The safety end treatments shown herein are intended for use in those installations where out of control vehicles are likely to traverse the 7" openings approximately perpendicular to the cross pipes. Cross pipes are designed for a traversing load of 10,000 pounds at Optional yield as recommended by Research Report 280-2F,"Safety Treatment of full width Roadside Parallel -Drainage Structures", Texas Transportation Institute, March 1981. AT INTERIOR WINGWALL The quantities for concrete, reinforcing steel, and cross pipes resulting from the formulas given herein are for Contractor's (Precast culvert) information only. See the Box Culvert Supplement(BCS) standard sheet for additional dimensions and information. Alternate design drawings bearing the seal of a professional engineer will be acceptable for precast construction of the safety end treatments. Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing dimensions are out -to -out of bars. SHEET 1 OF 2 z_ a� n: mom• mom' c, M= Culvert cur Cul top Cul bar Wir Culv1 bottc slab 2'-0" Max Cross Pipe U - 6" Min at 2'-0" Max 2'-0" 6" (Z Cross pipe (flush with top of wingwall) � Cross pipe anchor bolt �3%'Dia cross pipe ©OS Top of ros cs / pipe ih Saddle pipe (3 Y2' Std) TYPICAL WINGWALL INSIDE ELEVATION (Showing installation of cross pipes.) io ICI �4 I I L J Flow line Toewall #6 anchor bar x 1 _4„ (Typ)4" Cross 30°Typ pipe Yp TTyp�4 SBend 3„ Q Cross pipe anchor bar as #6 anchor bar necessary to maintain x F-4" (Typ) 2" clear cover to edge of concrete riprap PART PLAN SECTION B-B OPTIONAL ANCHOR BAR DETAILS Sleeve pipe (see table 5/16" Dia for size) through hole 12" 12" 2'-0„ SLEEVE PIPE DETAILS: 18" Riprap a 4 Cross pipe 4 %2' flush with top Tel Sleeve of wingwall pipeR N - -F -� - - - - - - - - - - - I - - - - - - - r I Outside Inside Outside Inswingwall wingwallIT wingwall wing SECTION THROUGH INSTALLATION OF TYPICAL FULL CROSS PIPE (Anchor details and dimensions are similar to those shown below in Section Through Installation of 3 %" First Cross Pipe detail.) d I N S + U + 6 /2' 10 18" Riprap Saddle pipe spacing Eq Spa at 2'-9" Max 4 %' Saddle pipe - Outside wingwall OUTSIDE CULVERT BARREL WITH OPTIONAL ANCHOR BARS & RIPRAP S+U-2" S+U-3" Saddle pipe spacing - Eq spa at 2'-9" Max Saddle pipe spacing - Fn ' 3 �12" Measured at toe of wingwall (Typ) ] 2" (Typ) '5/6" Dia through hole in cross pipe Cross pipe a with 414" x 12" bolt, flush with top 70 �2' TYp hex nut, and washer of wingwall (Typ) - - - - - - —r7 - - - - - - L RS/ee Saddle pipe f Inside � Outside (3 V2" Std) r 4 Inside wingwall wingwall wingwall SECTION THROUGH INSTALLATION OF 3 %2" FIRST CROSS PIPE OUTSIDE CULVERT BARREL WITH BOLTED ANCHOR CROSS PIPE INSTALLATION DETAILS pa at 2'-9" Max I 15/6, Dia through hole in sleeve pipe with 314' x 12" bolt, hex nut, and washer — 1-oewall INSIDE CULVERT BARREL OThe proper installation of the first cross pipe is critical for vechicle saftey. Place the top of the first cross pipe at no more than 6" above the flow line. OAlways install the third cross pipe from the bottom of the culvert using a bolted connection. Take care to ensure that concrete does not flow into this cross pipe so as to permit disassembly of the bolted connection to allow cleanout access. OProvide cross pipes and sleeve pipes (if required) as shown in the Required Pipe Sizes table. Provide 3 1#2" saddle pipes for the 3 1#2" first cross pipe. OAt Contractor's option, make the cross pipe continuous across the inside wingwalls. If this option is selected, omit the sleeve pipe and make a 15#16" diameter throughhole in the cross pipe to accept the anchor bolt at the centerline of each interior wingwall. ]0 Provide riprap when using the Optional Anchor Bar details. Riprap is included in the bid price for Safety End Treatment. Provide riprap in accordance with Item 432, "Riprap". SHEET 2 OF 2 Space around PRM PRM box culvert Reinforced Annular space Concrete I" Min, concrete , - - around RCP pipe box , - - - - - - - 3" Max. ( pipe (RCP) I" Min, 3" Max.O culvert i i I -- - - - - -- -/- i l I I I I I II I I I I I II II I I I II II I I II ------- --7 rl------- � I I � I Annular space \ Reinforced Space around Concrete around RCP pipe , _ _ ` concrete J box culvert _ box I" Min, 3" Max. I pipe (RCP) I" Min, 3" Max. I culvert PB or PJB PB or PJB PRECAST PRECAST BASE (PB) OR PRECAST PRECAST BASE (PB) OR ROUND MANHOLE (PRM) PRECAST JUNCTION BOX (PJB) ROUND MANHOLE (PRM) PRECAST JUNCTION BOX (PJB) WITH THROUGH —HOLE WITH THIN —WALL KNOCK —OUT WITH THROUGH —HOLE WITH THIN —WALL KNOCK —OUT TYPICAL HALF PLAN TYPICAL HALF PLAN PRM PRM Space around Concrete box culvert Reinforced Annular space box n, O concrete I I � around RCP pipe culvert I I � 3" Max. ] pipe (RCP) I" Min, 3" Max.Oj CONSTRUCTION NOTES: Do not grout rubber gasket joints without Manufacturer's - - recommendations. _ _ _ _ _ _ _ _ 1_ _ I I _ _ _ _ Do not use bricks, masonry blocks, native stone, or similar materials in conjunction with grouted connections when F1 I I filling void spaces around pipes or box culverts. I I II I I II I I MATERIAL NOTES: I I Provide grouted connections in accordance with DMS-4675 I I "Cementitious Grouts and Mortars for Miscellaneous n I I Application". _ _ _ _ _ _ _ I_ _I I a I GENERAL NOTES: -i - - See applicable standards for notes and details not shown: Space Precast Base (PB) p Precast Junction Box (PJB) around Concrete Annular space box Precast Round Manhole (PRM) around RCP pipe _ Reinforced box culvert - - - - - - - - - - - J concrete 1" Min, - - - - - - - - - - - - - - L culvert Precast Safety End Treatments CID Square (PSET-SC) ]" Min, 3" Max. 7 pipe (RCP) 3" Max. 1 Precast Safety End Treatments P/D Square (PSET-SP) Provide Concrete Box Culverts in accordance with Item 462 "Concrete Box Culverts and Drains". PB or PJB PB or PJB Provide Reinforced Concrete Pipe (RCP) in accordance with Item 464 "Reinforced Concrete Pipe". PRECAST PRECAST BASE (PB) OR PRECAST PRECAST BASE (PB) OR Provide Thermoplastic Pipe (TP) in accordance with Special Specification Thermoplastic Pipe. ROUND MANHOLE (PRM) PRECAST JUNCTION BOX (PJB) ROUND MANHOLE (PRM) PRECAST JUNCTION BOX (PJB) Payment for grouted connections is considered subsidiary WITH THROUGH —HOLE WITH THIN —WALL KNOCK —OUT WITH THROUGH —HOLE WITH THIN —WALL KNOCK —OUT to other bid Items. TYPICAL HALF ELEVATION TYPICAL HALF ELEVATION Bell end Thermoplastic connection pipe (TP) Precast safety end treatment III I ` 11 II 1 11 II 1 11 II 1 11 II 1 I I I� I J Annular space around TP pipe 1" Min, 3" Max. 1 TYPICAL PARTIAL ELEVATION OF PRECAST SAFETY END TREATMENTS Showing square PSET for parallel drainage, cross drainage shown similar. ( Completely fill the void between the precast structure and the connecting pipe or box with cementitious grouts and mortars in accordance with DMS-4675 "Cementitious Grouts and Mortars for Miscellaneous Application". > w w N U V)Ocn H _ U = 0 O�ao a w O W cnzw z EL 0�I V1z w� W a N J z}�N zawof w p N ozw X Ei 00 H 0K< w¢ LdX>> ~0 of }UO } En W m w = J LwaF W z M c W NLLJ } O p r U O z J LLJ (n2mo: 0)- FA Wzpz ¢¢a— z 0 w 0 ¢ o w N Z z o �W�Q w0�u=iof w U O (A z ¢ w aZ) �-of J •'Ow V) M: 0�¢�0 E No O 6' -0' TRANSITION FROM NORMAL LENGTH OF OPENING "L" 6'-0" BARS M & N CURB HEIGHT TO INLET GUTTER DEPRESSION 8^ SYMMETRICAL ABOUT BARS S @ EQUAL SPACES 3' WIDTH = 4 BARS 4' WIDTH = 5 BARS —------------- ------------------————————————— — ----� _ — —— BARS S TOP VIEW 5' WDTH = 6 BARS o ----- j LIP OF GUTTER I I — ----------- L — �— GUTTER LINE NOTE: LOCATION OF RING AND COVER TO BE AT OUTFALL END, UNLESS OTHERWISE DIRECTED BY THE ENGINEER A I CONSTRUCTION JOINT TRANSVERSE BEAM (SEE ELEV. A -A & B-B) �(10', 15' & 20' INLETS) I I I I I FRONT ELEVATION VIEW N. T. S. r4-#4 BARS "J" B BARS V1 (a 6" C-C NOTE: FIELD CUT TOP SLAB RENFORCING AS NEEDED TO CLEAR MANHOLE. GUTTER LINES I 6'-01, m —� I / \ I + {� BARS B @ 6" C-C I— \---------1— I —I BARS V1 (a 6" C-C '< 0 > BEAMSVEROSE i I 8" I INLE&S20 BARS C1 (a 12"IL Ir x LENGTH OF OPENING �I I I� I BARS E - SEE INLET NOSE DETAIL F— I I L--I—I—II aD- ---- — — �F � BARS A p 6" C-C LENGTH /2 L------ N CONTROL POINT B 3-BARS D SYMMETRICAL ABOUT CL PLAN VIEW (ONLY TOP LAYER OF SLAB REINFORCING SHOWN, FOR CLARITY) N.T.S. 12" 24" DIA FORMED HOLE 8" GUTTER LINE ------- I /1 2.0% USUAL v w CONSTRUCTION — JOINT m VARIES ACCORDING TO CU I HEEIGHTB& I CROSS SLOPE I I OPTIONAL CONSTRUCTION JOINT — — — — — — — — — — — — — — —L — — SIDE ELEVATION 'A -A" N. T. S. SEE INLET NOSE DETAIL TRANSVERSE BEAM (AT 5' C C) BACK OF CURB 2'-0" TOP SLOPE 1.5% TOWARD CURB BARS B N 2"R BARS C1 0 6" C C SEE INLET NOSE DETAIL THROAT DIMENSION CURB HEIGHT 5" 5" 6" 5 7/8" 7" 6 1/4" 8" 6 1/2" BARS S �� 8 2, BARS S 2'- 0" TO LIP OF GUTTER BARS S X 2" RAD. 2 2" — 2� I I BARS M — BARS M 2"� BARS N BARS N 3 BARS OF INLET W�� III I 8� -- -------- END VIEW TRANSVERSE BEAM DETAIL BEAMS AT 5' C - C (10', 15' & 20' INLETS) N. T. S. BACK OF CURB 1, 8" TOP ELEVATION AT 3„ CONTROL POINT 12" TO BAR C1 BAR D TOP OF CURB 8" 8" 2 BARS E BARS E BARS B_ 2 1/2" BARS E �/ BAR E BARS F2 1 1/2 1�2 1/2„ g" 5 12" TO BAR F1 BARS V1 BARS F2 CURB HEIGHT a 12" C-C — �— — — —a 2" 61, • T 2" — r — • / 4" GUTTER DEPRESSION • _ / LEVEL c=� X 6 BARS C1 0 12" C-C = a 2„ 8"8-7Ri R o v 0 g BARS F2 BARS F1 I' BBARS (a 12" C-C = 0 12" C-C I 8" M a 2„— — — — m BBARZ„FC-C a — — — BARS M BARS N CONSTRUCTION BARS V1 w WIDTH "W" 8. JOINT OF 0 6" C-C J. ILIMIT STAGE CONST) CONSTRUCTION JOINT z .. 8" (3'-0" MIN, 5'-0" MAX) BARS A (a 6" C-C (LIMIT OF STAGE I CONST) BARS V2 BARS C2 2„ @ 6" C-C BARS G1 BARS C2 2" p 10" C-C �' 2" BARS G1 @ 10" C-C 3„ OPTIONAL — — CONSTRUCTION BARS L 8" JOINT (a 6 C-C — BARS G2 (a 10" C- 2' SECTION "B-B" N. T. S. BARS B BARS C31 SIDE SECTION SLAB/WALL CONNECTION INLET NOSE DETAIL N. T. S. BARS B (a 6" C-C • • SEE SHEET 2 OF 2 FOR DETAILS OF REINFORCING, • BILL OF REINFORCING STEEL, SUMMARY OF QUANTITIES BARS V1 AND GENERAL NOTES. @ 6" C-C BARS C3 • I..II (a 6" C-C OPTIONAL CONSTRUCTION JOINT BARS L 0 G" C-C �/ � BARS L 0 6" C-C BARS G2 � 10" C-C SECTION "C-C" N. T. S. 02019 by Texas Department of Transportation; All Rights Reserved SHEET 1 OF 2 SHEETSI > w w N On L) H_ U X 0 O�ao a LJ O a_ Boa`` zELH0 ��U1Z w� w a N J z xZ) �}�N zawof w O <0Zw X w00 Ld Ln Ow¢ LdX>� ~0 of }UO }m w m w = J F 0 Q N Z M o w w > N } O 0 r U O Z J On Y m a_ o}Zo K z o z aaa- z 00 w o o w 1nZzo LLJQ a wo�Dnaf w U O (AZ¢w aZ) v-of J •'Ow N = U X ov_aP-o E .X• O) N m o rn o 00 m O E v 3 � / 3 � Y N HER a�Q j a BILL OF REINFORCING STEEL Width W' Depth D" Length L Bars A Bars B Bars C1 Bars C2 Bars C3 Bars D Bars E Bars F1 Bars F2 Bars G1 Bars G2 Bars J #4 at 6" Spa #4 at 6" Spa #5 at 12" Spa #5 at 6" Spa #5 at 6" Spa #4 #5 #4 at 12" Spa # 4 at 12" Spa P #5 at 10 Spa #5 at 10 Spa #4 (ft) (ft) (ft) No Wt No Wt No Wt No Wt No Wt No Wt No Wt No Wt No Wt No Wt No Wt No Wt 3.0 4,0 5.0 13 37 10 36 2 13 29 181 27 113 3 33 6 48 1 4 7 12 10 63 14 58 4 8 4.0 4.0 5.0 13 37 10 43 3 19 29 181 27 141 3 33 6 48 2 8 7 16 12 75 14 73 4 8 5.0 4.0 5.0 13 37 10 50 1 4 25 29 181 27 169 1 3 33 6 48 3 12 7 21 1 14 88 14 88 4 8 3.0 4.0 10.0 23 65 20 72 2 23 29 333 27 113 3 43 6 80 1 7 12 20 10 115 26 108 4 8 4.0 4.0 10.0 23 65 20 86 3 34 29 333 27 141 3 43 6 80 2 15 12 28 12 138 26 136 4 8 5.0 4.0 10.0 23 65 20 99 4 46 29 333 27 169 3 43 6 80 3 22 12 36 14 161 26 163 4 8 3.0 4.0 15.0 33 94 30 109 2 33 1 29 484 1 27 113 3 1 53 1 6 1 111 1 1 11 17 28 10 1 167 38 1 159 4 1 8 4.0 4,0 15.0 33 94 30 129 3 50 29 484 27 141 3 53 6 111 2 21 17 40 12 200 38 198 4 8 5.0 4.0 15.0 33 94 30 149 4 67 29 484 27 169 3 53 6 111 3 32 17 51 14 234 38 238 4 8 3.0 4.0 1 20.0 1 1 43 122 40 145 1 2 44 29 635 27 113 3 63 6 142 1 14 22 37 10 219 1 50 209 4 1 8 4.0 4.0 20.0 43 122 40 171 3 66 29 635 27 141 3 63 6 142 2 28 22 51 12 263 50 261 4 1 8 Width "W" Depth "D" Length "L�, Bars L Bars M Bars N Bars S Bars V1 Bars V2 Total Reinf Steel Qty Steel Adjust. Weight P.L.F. Class "C" Concrete Qty Concrete Adjust. P.L.F. #5 at 6" Spa #4 #5 #4 at 12" Spa #5 at 6" Spa #5 at 6" Spa (ft) (ft) (ft) No Wt No Wt No Wt No Wt No Wt No Wt (Lb) (Lb) (CY) (CY) 3.0 4.0 5.0 36 125 0 0 0 0 0 0 58 232 26 77 1,040 171.1 3.8 0.46 -T. 0 4.0 5.0 40 139 0 0 0 0 0 0 66 264 26 77 1,163 18T7 4.3 0.51 5.0 4.0 5.0 44 153 0 0 0 0 0 0 74 296 26 77 1,286 204.4 4.8 0.56 3.0 4.0 10.0 56 195 2 7 2 11 4 11 78 312 46 136 1,659 254.5 5.9 0.71 4.0 4.0 10.0 60 209 2 8 2 13 5 14 86 344 46 1 136 1,829 271.2 6.6 0,76 5.0 4,0 10.0 64 223 2 1 9 2 15 6 1 17 94 376 46 136 2,000 287.9 7.3 0.81 3.0 4.0 15.0 76 264 4 13 4 22 8 22 98 392 66 195 2,278 337.9 7.9 0.95 4.0 4.0 15.0 80 278 4 16 4 26 10 28 106 424 66 195 2,496 354.6 8.9 1.00 5.0 4.0 1 15.0 84 292 4 19 4 30 12 33 114 456 66 195 2,714 371.3 9.8 1.05 3.0 4,0 20.0 1 96 334 6 20 6 32 12 33 118 472 86 254 2,896 421.4 9.9 1.20 4.0 4.0 20.0 100 348 6 24 6 39 15 42 126 504 86 254 3,162 438.1 11.2 1.25 5.0 4.0 20.0 104 362 6 28 6 45 18 50 134 536 86 254 3,428 454.7 12.4 1.30 GENERAL NOTES 1. DESIGNED ACCORDING TO AASHTO LRFD SPECIFICATIONS FOR PEDESTRIAN LOADING AND HL-93 LOADING UNDER "EXTREME EVENT II" LOAD COMBINATION. 2. ALL CONCRETE FOR CAST -IN -PLACE STRUCTURES SHALL BE CLASS "C"; ALL CONCRETE FOR PRECAST STRUCTURES SHALL BE CLASS "H"(MINIMUM 5000 PSI DESIGN STRENGTH). 3. ALL REINFORCING STEEL SHALL BE GRADE 60. NOTE: 4. STAGE 1 MAY BE EITHER CAST -IN -PLACE OR PRECAST. FABRICATE PRECAST STRUCTURES AT CONTRACTOR'S OPTION, BARS L MAY BE USING REBAR AS DETAILED HEREON, WITH BARS A, V1, AND V2 TO BE INCLUDED WITH FABRICATED TO BE CONTINUOUS WITH BARS V1 STAGE I. SPLICING OF BARS WILL NOT BE PERMITTED, EXCEPT AS NOTED. AND/OR V2. 5. STAGE II SHALL BE CAST -IN -PLACE. AT CONTRACTOR'S OPTION, BARS A MAY BE 6. CHAMFER ALL EXPOSED CORNERS 3/4", EXCEPT WHERE NOTED OTHERWISE. FABRICATED TO BE CONTINUOUS WITH BARS V2. 7. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTERS OF BARS 8. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM DRAIN PIPE. I1 9. FOR PIPE AND BOX CONNECTIONS TO PRECAST INLETS, SEE STANDARD SHEET PPGC. 10. INSTALL RING AND COVER AT OUTFALL END OF INLET, UNLESS OTHERWISE DIRECTED. OPENING LENGTH 0' 9" CAST IRON RING AND COVER SHALL CONFORM TO ITEM 471. SEE STANDARD MDD (FTW) FOR RNG AND COVER DETAILS. 11. DEPTHS OTHER THAN THOSE SHOWN MAY BE USED WHENEVER NECESSARY, UP TO A n N #5 BARS E MAXIMUM DEPTH OF 15'. QUANTITIES FOR OTHER DEPTHS MAY BE DETERMINED BY ..W.. + 0'-91, o INTERPOLATION. 12 v 1' 12. DO NOT COMMENCE WITH STAGE II CONSTRUCTION UNTIL CONCRETE PAVEMENT AND 1' CURB, OR CONCRETE CURB AND GUTTER CONSTRUCTION IS COMPLETED AT THE INLET 0 4, 4„ o 51e- SITE. S., 13. INSTALL A TEMPORARY WOOD COVER AFTER STAGE I IS COMPLETED, TO REMAIN IN 4" 6" "W" - 0'-5" PLACE UNTIL STAGE II CONSTRUCTION BEGINS. #4 BARS B tt5 BARS V1 tt tt5 BARS V2 14. THE LOCATION OF INLET AS SHOWN IN THE PLAN REFERS TO THE CONTROL POINT AT 4 BARS S #5 BARS L #4 BARS M THE FACE OF CURB AND MID -POINT OF THE INLET. 15. PLACE A SEALED 1/2" EXPANSION JOINT ALONG ALL VERTICAL FACES ABUTTING CONCRETE PAVEMENT, CURB, CURB AND GUTTER, OR SIDEWALK. USE CLASS 5 OR 8 JOINT SEALANT TO SEAL THE JOINT. SEE STANDARD JS (FTW) FOR ADDTIONAL INFORMATION. 3'-0" "W" + 1'-0" OPENING LENGTH + 1'-0" SHEET 2 OF 2 SHEETS #4 BARS J Fort Worth #5 BARS C3 & G2 #5 BARS C1, C2 & G1 District #4 BARS F 1 ,Texas Department of Transportation Standard CURB INLET OUTSIDE PAVEMENT 5 RAD. FOR USE WITH TYPE II CURB 10" NOTE: v DIMENSION SHOWN FOR 5" CURB. I - C O ( F T W INCREASE LENGTH BY 1" FOR EACH W + 01-61, OPENING LENGTH 11'-8" "W" - 0'-6" ADDITIONAL 1' OF CURB HEIGHT. ORIGINAL DRAWING: 0512019 iC0-ftw. dgn F[D'RO' PROJECT NO. SNO.ET DI V. NO. #5 BARS N #4 BARS D #4 BARS F2 #4 BARS A DATE I REVISIONS ti 1" 02019 by Texas Department of Transportation; All Rights Reserved Cc �tv f V I- Q i O x o REAR 3 I O-O I I Uj 0 o O I I I I 3 I I I I I ----------------J 4 ----------------- FRONT 3 3 6" 5,-0„ 6„ MAIN THROAT 6'-0" Const Joint (Typ) - PLAN VIEW (Shown without extensions.) See SHEET 2 OF 4 for details. s Cr io 4" Dia x 2" deep slot for temp drainage (If cast separately) Top of rdwy surface L--------- -----J Chamfer FRONT VIEW (Shown without extensions.) See SHEET 2 OF 4 for details. REAR BAR TABLE BAR SIZE Al #3 A2 #3 A3 1 #3 A4 CD #3 BI #4 B2 #4 -- - --- -- -- ---- 1 1 o 0 o C 1 #4 0 o I I G #4 L 1 #5 Ra #5 U2 I #5 I I I I I I I I I I I I 1 �JI 7 — r---------- - - - -L- �J--------- - - - - -- 1 I I o 3 I 1 1 1 1 I ----------------J 1--------------I 1-------------- 7 1-------------------------------J t----------------1-------------------------------J Co FRONT FRONT 3 3 3 3 6„ 3 -0„ 6„ 4,_6„ 6" 6„ 4,-6„ 6„ 5,-0„ 6„ 4'_6„ 6„ MAIN THROAT EXTENSION EXTENSION MAIN THROAT EXTENSION 16'-0" PLAN VIEW PLAN VIEW (Showing one extension.) (Showing extension on each side) o See SHEET 3 OF 4 for details. o See SHEET 4 OF 4 for details. 4" Dia x 2" deep slot for temp 4" Dia x 2" deep slot for temp rConst Joint (Typ) F drainage (If cast separately) Top of rdwy surface } r Const Joint (Typ) drainage (If cast separately) -I 0 Reinforcing bar used only with extension(s). 0 Nominal ring and cover size. 0 Matches inside face of wall of precast base or precast riser or precast slab lid (PSL) style "SI" below inlet. — — — — — — — — — — — — — — — — — — — — — I — — — — 6" %" Chamfer 3 3 5'-0" 6" %" Chamfer 4'-6" 6" 11'-0" FRONT VIEW (Showing one extension.) See SHEET 3 OF 4 for details. REAR Co Size (Y) N MH Dia �2 3' 9" 18" 4' 16" 32" 5' 16" 32" 6' 16" 32" -- - - - -- - -- --- ------- - -- 1 ---fi--- - - - - -- -- ------------ - ----- J 6" %" Chamfer 4'-6" 6" %" Chamfer 3 3 5'-0" 6" 34 Chamfer 4'-6" 6" 16'-0" FRONT VIEW (Showing extension on each side.) See SHEET 4 OF 4 for details. CONSTRUCTION NOTES: Chamfer all vertical edges of inlet lid 314' as shown in Front View, Sheet I of 4. Maintain 1 %2' clear cover to ends of all vertical reinforcing bars, unless otherwise noted. Detail "A"� MATERIAL NOTES: Provide Class "S" concrete (f'c = 4,000 psi). / \ — Provide Grade 60 reinforcing steel or equivalent area of WWR. / \ Provide cast iron solid cover, unless noted otherwise elsewhere in the plans. HL93 LOADING SHEET 1 OF 4 Const Joint 2 �i J „ P \ GENERAL NOTES: Bridge - 2 Designed according to AASHTO LRFD Bridge Design Specifications. - Division I The intent of this standard is to provide a cast -in -place lid to be used with precast base, ,Texas Department of Transportation I Standard r precast riser or precast slab lid style "SI". Inlet throat and lid are not intended for direct traffic. Do not place in roadway. CAST —IN -PLACE CURB \ Lid and throat may be cast monolithically or separately. See Precast Base (PB) standard for details and notes not shown. INLET OUTSIDE ROADWAY � See Precast Slab Lid (PSL) standard for details and notes not shown. 3 3 See Curb & Gutter Transitions Details (CGT-PCO) standard for transition examples. 6" V 6" / Extensions may be right, left, both, or none. Provide extensions as specified elsewhere in - the plans. Shop drawings for approval are not required. LEFT SIDE VIEW DETAIL A II extension tfor place placement. per Itm 465, "Junction Extensions are subsidia roto inlet. Manholes,and Inlets" by type, size, and (Extensions not shown for clarity.) Open area of main throat = 360 sq in. C C O Open area of one extension throat = 324 sq in. FILE: CCOStd51-20.dgn DR: TOOT CN: TOOT DW: TOOT CN: TOOT Cover dimensions are clear dimensions, unless noted otherwise. ©TxOOT February 2020 CONT SECT JOB HIGHWAY Reinforcing bar dimensions shown are out -to -out of bar. flEVI51ON@ W W DIST COUNTY SHEET N0. o 5 i� is It Q �- :E c„ 9 u o #4 as shown MH Dia + 4" A A REAR F- - - -� 3 1 1 z 0 0 I � 1 1< I 3 I I 1 I I I I - - - - - - - - - - - - - - - - - L - FRONT 3 3 6" 5, 0„ 6„ MAlN THROAT 6'-0" LID PLAN VIEW (Shown without extensions) B r G 6" s 5'-0" ` 6„ THROAT PLAN VIEW (Shown without extensions) 2" (TYp) N Al at 5"O Max Spa o�------- - - - - -- 81 at 8" o \ Max Spa 4 4- Ra i 1 CC bars at 1 B2 at 8" 3" Spa 1 L - Max Spa J4 L - J 6" Y 6" T—� LID SECTION A -A A2 at 8"O4 Max Spa 2" R 5-5" Y=3' 3'-1" + = = m Y=4' 4'-1" c c Y=5' 5'-1" Y=6' 135° 3�a \� 5,_5„ BARS B2 ® BARS G Showing one complete bar. Cast -in -Place Lid -- - I � - -- a. o I I O x 1 Y �N I x 2 0 0 I G ^ Showing Precast G�� o Slab Lid Style "S]" LU Cz '1___________________ a � Showing Precast Base I l l or Precast Riser THROAT SECTION B-B (Showing reinforcing bar extended from pecast base or precast riser or precast slab lid style "S1".) Matches inside face of wall of precast base or precast riser or precast slab lid style "SY below inlet. ® Cut reinforcing bars as needed to provide 1 %" clear to manhole. Extend reinforcing bars from precast base or precast riser or precast slab lid style "SY 7". © Extend reinforcing bars from precast base or precast riser or precast slab lid style "SY 1'-7 %". HL93 LOADING SHEET 2 OF 4 #4 as shown ct v Q - :E � x O o Y=3' 3'-1" Y=4' 4'-1" Y=5' 5'-1" Y=6' 135°�\ BARS B2 ( LID PLAN VIEW (Showing one extension.) THROAT PLAN VIEW (Showing one extension.) 135°� ]'-1" /\ 5'-5" BARS B3 Ili BARS L BARS U1 o� BARS C Clu ]'_6 4„ BARS U2 M& f.=0 N Min Lap > = m 10'-5" BARS G Showing one complete bar. 2" A] at 5" O rA2 at 8"O4 A3 at 5" O A3 at 5" A4 at 8" N Max Spa Max Spa Max Spa Max Spa Max Spa 2" R 2" R rn rn B3 at 8" J J Max Spa B I at 8' o Max Spa 4 4— Ra i 1 0 4— Ra — i o bars at 1 bars at — — B2 at 8" 3" Spa 1 3" Spa y L — J Max Spa 4 — L 6„ 1,-p„ 6„ LID SECTION C-C LID SECTION D-D Cast -in -Place Lid I 0 1 V2.. ^� Cast -in -Place Lid I G ^ G Showing Precast r — — — — — — \ _ Slab Lid Style "S]" C o p J \ vW II -- — -- — — — — — — — — —— G I I I O o LU l l N —L a Showing Precast Base l i l or Precast Riser THROAT SECTION F-F THROAT SECTION E-E (Showing reinforcing bar extended from pecast base or precast riser or precast slab lid style "S]".) 0 J 0 2 Cast -in -Place Lid r� q, BARS U1 LOCATION Cast -in -Place Lid r U2— 1„- — —6 o i \ J \ G 2 ti N BARS U2 LOCATION THROAT SECTION G-G Matches inside face of wall of HL93 LOADING SHEET 3 OF 4 precast base or precast riser or Bridge Division precast slab lid style "S]" below ,Texas Department of Transportation Stand., inlet. I ®Cut reinforcing bars as needed CAST -IN -PLACE CURB to provide ] z" clear to manhole. OExtend reinforcing bars from INLET OUTSIDE ROADWA precast base or precast riser or precast slab lid style "S]" 7". © Extend reinforcing bars from precast base or precast riser or precast slab lid style "S]" 1'-7 %". C C O ODo not extend reinforcing bars from precast base. FILE: ccostdsl-20.dgn DN: TOOT I cK: TOOT I Dw: TOOT I cK: ,ter„ r #4 as shown �t v Q - :E � x O o ip REAR 2" Al at 5"O4 rA2 at 8"O4 A3 at 5"O A3 at 5" A4 at 8" N Max Spa Max Spa Max Spa Max Spa Max Spa 2„ R 2„ R ---- --- ------ B3 at 8" 3 z o� �o O ° Max Spa ] at 8" 7 Max Spa 4 Rr ¢ 4 - Ra barsat LL bars at LU o o CC B2 at 8" 3" Spa 1 3" Spa L O L -J Max Spa L-- - - - - - I I 3---------------- L--------------- 1z 6„ Y 6„ 1'-01, 6„ Cc N LID SECTION H-H LID SECTION 1-I LID PLAN VIEW (Showing extension on each side.) THROAT PLAN VIEW (Showing extension on each side.) Y=3' 3'-1" Y=4' 4,-1„ 5'-5" 5._0„ Y=5' 5'-1" ^ 5'-5" 1'-11" '^ Min Lap Min Lap BARS 82 OO BARS 83 BARS C 771 ^�U -CU 5-0" _ ]'-6 %" 1'-6 %" BARS G Showing one complete bar. Q J Cast -in -Place Lid -- - - - - ' 60 I � Y G ^ G Showing Precast Slab Lid Style "S]" C o --------------�-- �® I N ------------------ III - - - - - - - - - - - - - - - - - - Il Showing Precast Basel or Precast Riser THROAT SECTION J-J (Showing reinforcing bar extended from pecast se or precast riser or precast slab lid style "S]".) Cast -in -Place Lid r� 0 J 0 2 Matches inside face of wall of precast base or precast riser or precast slab lid style "S7" below inlet. ® Cut reinforcing bars as needed to provide ] !12" clear to manhole. OExtend reinforcing bars from precast base or precast riser or precast slab lid style "S]" 7". © Extend reinforcing bars from precast base or precast riser or precast slab lid style "S]" ]'-7 !12". ODo not extend reinforcing bars from precast base. S„ BARS U1 LOCATION Cast -in -Place Lid F - - - - - - J G 0 0 THROAT SECTION K-K Cast -in -Place Lid r- 1„- - -6 o U2 J \ G 2 ti N BARS U2 LOCATION THROAT SECTION L-L HL93 LOADING SHEET 4 OF 4 BARS L BARS U1 BARS U2 �t v VI- Qi ul x O o :----------- ----,: I I 1 I r to — — — ---- --- -1� �Aj I II I II II II II II %Z W Max II II II II I II _J I L- L——— — — — — —— ---- -- - - -- - - -- RWS 6" W X W PLAN VIEW "A" SQUARE REDUCED RISER OPTION I, tB--------- %2 W Max J --———— -- — — — — I I I r II II B II II II II II II II II II II II II I � I I I 48" DIA 5" W X W PLAN VIEW "B" ROUND REDUCED RISER OPTION (3) VERTICAL REBAR IN BASE & RISERS C #4 @ 2" O.C. EACH CORNER 2" TO CORNER (3) VERTICAL REBAR IN REDUCED RISERS F #4 @ 2" O.C. EACH CORNER 2" TO CORNER C Angle of entry Angle of entry is less than is greater or equal to 7° than 7° __ _— —�- PIPE CONNECTION WMAKIM Connect pipes within 7° of normal to PB wall. If necessary, use pipe elbow or curved approach alignment to stay within this limit. -------------- TOP ELEV TOP ELEV ---------------- SEE SEPARATE (2)ADDITIONAL REBAR SEE SEPARATE INLET OR LID DETAIL @ 2" O.C. EACH WALL I" TO JOINT INLET OR LID DETAIL " vWT�BSHORT / BLONG ADDITIONAL REBAR #4 EACH WALL i p I" TO JOINT w W W UJ - 1 %2' TYP U-J � p SHRINKAGE/TEMPERATURE WHEN Q REQUIRED. SEE FABRICATION NOTE 4. LU un (2) ADDITIONAL REBAR _ �N �DSHORT / #4 @ 2" O.C. EACH WALL W Uo ^ 1" TO JOINT Za p w w DLONG UP) Cc W w x BSHORT / BLONG cc Ln Z Q Q ADDITIONAL REBAR #4 EACH WALL 1 %2' TYP 1" TO JOINT (2) ADDITIONAL REBAR #4 @ 2" O.C. EACH WALL - - i \ 1" TO JOINT \ \ z ifl BSHORT / BLONG LZ z MAX HOLE DIA 11�2 TYP MAX HOLE DIA = OR KO DIA OR KO DIA = m (TYP ALL SIDES) (TYP ALL SIDES) 00 SHRINKAGE/TEMPERATURE N i i WHEN REQUIRED. SEE FABRICATION NOTE 4. I V) m m ASHORT / ALONG 1/z W Max 1/2 W Max W� -X&Y -W- ^ W�-- X&Y- -Wf SECTION A -A SECTION B-B SQUARE REDUCED RISER OPTION ROUND REDUCED RISER OPTION FABRICATION NOTES: Cover dimensions are clear dimensions, unless noted 1. Provide Class "H" concrete in accordance with Item 421 and having a minimum compressive strength of 5,000 psi. otherwise. 2. Provide Grade 60 reinforcing steel or equivalent area of WWR. 3. Provide typical clear cover of 1 %" to reinforcing steel at interior or exterior walls. 4. Walls or slabs with a thickness of 8" or greater require shrinkage and temperature reinforcing steel. Provide steel area = 0.11 inz/ft each way. 5. No substitution is allowed for vertical and horizontal #4 bars in corners. 6. Manufacture base and risers to nearest 3" increment. HL93 LOADING 7. Design tongue and groove joints for full closure on both shoulders. Minimum spigot depth is %". 8. Provide lifting devices in conformance with Manufacturer's recommendations. 9. See sheet PDD for sizes, dimensions, and reinforcing steel not shown. ,Texas Department of Transporta INSTALLATION NOTES: 1. if required elsewhere. Inverts (benching) to be provided by Contractor. Concrete or mortar used for invert is subsidiary to specified inlet or manhole. 2. Seal tongue and groove joints with preformed or bulk mastic in conformance with Manufacturer's recommendations. Tongue and groove joints may be grouted no more than 1" between each section, PRECAST BI or Y2 the joint depth, whichever is greater. 3. Do not grout rubber gasket joints without Manufacturer's recommendation. 4. For rigid pipe, cut hole in thin wall panel (KO) 4" Max, 2" Min larger than pipe OD. 5. For flexible pipe, consult boot/seal Manufacturer's specification for placement tolerance and hole size. Center pipe in hole and install boot/seal per Manufacturer's specification. GENERAL NOTES: 1. Precast Base consists of base slab, base unit, risers (as required), reducing slab (as required), and reduced risers (as required). See sheet PDD for sizes. FILE: prestdOt-20.dgn ON: Txi O cK: T 2. Designed according to ASTM C913. I ©TOOT February 2020 CONT I SECT 3. Payment for precast base is subsidiary to the specified inlet, per Item 465, "Junction Boxes, Manholes, and Inlets." I -11SIoms ct w Q -,:E O x o MAX DEPTH = 15 ft. to top of BASE SLAB MAX DEPTH = 25 ft. to top of BASE SLAB Base Slab Base Unit or Below Grade Slab (w/PJB) Base Slab Base Unit or Below Grade Slab (w/PJB) M N N Riser Walls Reducing Slab (w/PB) Riser Walls Reducing Slab (w/PB) v Q a v c v N O v G N V, c v �¢ 4! v O N vt a N c v N v O N vt c v N v v C N vt c v N v G v ul v N c v N O G v ut o L Z D o W Z Q o O Z a._, Ln v� '� c-in G, o vi vi M ._, a� v a in c,� vn vi '� ._, Q- u, a o_,_, v '� �, c- u, a a v " a a - 0-2 m Q " a o m m V1 L S W o._ In �E c U L c N o._ ul �c c V � O N a c N o._ ul �c N c li i c N o._ V1 �G N c li _ i c N o._ Un �O N c U � a U1 _ L c �6 o._ vl �c N c U Q-) N _ LL x v Y LL x v ni v -CNL c._ v pNl t v - vL c._ v ONL -G N.� v -CvL c._ v ONl -C al -cvl c._ v O4JL -C W -CNl c._ a, ONL -O q, v -cNL c - a, pNl - c v N ai Ln In Cc JCCQ k- cc CC I- CCU v CCQ Cc nCrQ JCCQ u KQ JKQ cc V CCQ JKQ X x Y Ashort Along BS Bshort Blong W RWSxRWL Dshort Dlong TS Ashort Along BS Bshort Blong W RWSxRWL Dshort Dlong TS BH MIN HOLE DIA KO DIA or ID or ID ft, in'Ift in'Ift in. in'/ft in'Ift in. ft. ** in'/ft in'Ift in. in'/ft in'Ift in. in'/ft in'/ft in. ft. ** in'Ift in'/ft in. ft. in. in. ro 3x3 0.23 0.23 6 0.19 0.19 6 N/A 0.37 0.37 9 0.29 0.29 6 0.24 0.24 6 N/A 0.37 0.37 9 3.5 36 36 I a 4x4 0.29 0.29 6 0.24 0.24 6 N/A 0.41 0.41 9 0.47 0.47 6 0.38 0.38 6 N/A 0.41 0.41 9 4.5 48 48 x 0 m 3x5 0.29 0.18 6 0.19 0.35 6 N/A 0.48 0.48 9 0.39 0.18 6 0.23 0.59 6 N/A 0.48 0.48 9 3.5 36160 36160 0 4x5 0.36 0.18 6 0.22 0.34 6 N/A 0.42 0.42 9 0.53 0.26 6 0.39 0.59 6 N/A 0.42 0.42 9 4.5 48160 48160 c 0 5x5 0.36 0.36 6 0.34 0.34 6 N/A 0.43 0.43 9 0.62 0.62 6 0.59 0,59 6 N/A 0,43 0.43 9 5.5 60 60 In 5x6 0.27 0.27 9 0.34 0.45 6 N/A 0.48 0.48 9 0.47 0.45 9 0.38 0.54 8 N/A 0.48 0.48 9 5.5 60172 60172 v 6x6 0.27 0.27 9 0.45 0.45 6 N/A 0.56 0.56 9 0.52 0.52 9 0.54 0.54 8 N/A 0.56 0.56 9 6.5 72 72 CL 8x8 0.46 0.46 9 0.51 0.51 8 N/A 0.45 0.45 12 0.87 0.87 9 0.59 0.59 10 N/A 0.45 0.45 12 8.5 96 72 3x3 0.23 0.23 6 0.19 0.19 6 N/A N/A N/A N/A 0.29 0.29 6 0.24 0.24 6 N/A N/A N/A N/A 3.5 36 36 4x4 0.29 0.29 6 0.24 0.24 6 N/A N/A N/A N/A 0.47 0.47 6 0.38 0.38 6 N/A N/A N/A N/A 4.5 48 48 3x5 1 0.29 0.18 6 1 0.19 0.35 6 3x3 1 0.30 0.34 9 0.39 1 0.18 6 0.23 0.59 1 6 3x3 0.40 0.40 9 3.5 36160 35160 4x5 0.36 0.18 6 0.22 0.34 6 3x3 0.30 0.30 9 0.53 0.26 6 0.39 0.59 6 3x3 0.46 0.37 9 4.5 48160 48160 4x5 0.36 0.18 6 0.22 0.34 6 4x4 0.30 0.30 9 0.53 0.26 6 0.39 0.59 6 4x4 0.39 0.39 9 4.5 48160 48160 4x5 0.36 0.18 6 0.22 0.34 6 48" 0.39 0.39 9 0.53 0.26 6 0.39 0.59 6 48" 0.47 0.47 9 4.5 48160 48160 4x5 0.36 0.18 6 0.22 0.34 6 3x5 0.33 0.40 9 0.53 0.26 6 0.39 0.59 6 3x5 0.48 0.48 9 4.5 48160 48160 5x5 0.36 0.36 6 0.34 0.34 6 3x3 0.34 0.34 9 0.62 0.62 6 0.59 0.59 6 3x3 0.53 0.53 9 5.5 60 60 5x5 0.36 0.36 6 0.34 0.34 6 4x4 0.36 0.36 9 0.62 0.62 6 0.59 0.59 6 4x4 0.64 0.64 9 5.5 60 60 CL 5x5 0.38 0.38 6 0.34 0.34 6 48" 0.36 0.36 9 0.62 0.62 6 0.59 0.59 6 48" 0.64 0.64 9 5.5 60 60 v 5x5 0.36 0.36 6 0.34 0.34 6 3x5 0.34 0.40 9 0.62 0.62 6 0.59 0.59 6 3x5 0.53 0.53 9 5.5 60 60 m 5x6 0.31 0.31 9 0.34 0.45 6 3x3 0.34 0.34 9 0.47 0.45 9 0.38 0.54 8 3x3 0.61 0.50 9 5.5 60172 60172 m v 5x6 0.27 0.27 9 0.34 0.45 6 4x4 0.36 0.45 9 0.47 0.45 9 0.38 0.54 8 4x4 0.74 0.57 9 5.5 60172 60172 a` 5x6 0.29 0.29 9 0.34 0.45 6 48" 0.36 0.45 9 0.47 0.45 9 0.38 0.54 8 48" 0.74 0.57 9 5.5 60172 60172 5x6 0.29 0.29 9 0.34 0.45 6 3x5 0.45 0.45 9 0.47 0.45 9 0.38 0.54 8 3x5 0.61 0.61 9 5.5 60172 60172 6x6 0.29 0.29 9 0.45 0.45 6 3x3 0.41 0.41 9 0.52 0.52 9 0.54 0.54 8 3x3 0.74 0.74 9 6.5 72 72 6x6 0.27 0.27 9 0.45 0.45 6 4x4 0.45 0.45 9 0.52 0.52 9 0.54 0.54 8 4x4 0.87 0.87 9 6.5 72 72 6x6 0.29 0.29 9 0.45 0.45 6 48" 0.45 0.45 9 0.52 0.52 9 0.54 0.54 8 48" 0.87 0.87 9 6.5 72 72 6x6 0.29 0.29 9 0.45 0.45 6 3x5 0.45 0.45 9 0.52 0.52 9 0.54 0.54 8 3x5 0.87 0.87 9 6.5 72 72 8x8 0.52 0.52 9 0.51 0.51 8 3x3 0.61 0.61 12 0.91 0.91 9 0.70 0.70 10 3x3 0.85 0.85 12 8.5 96 72 8x8 0.52 0.52 9 0.51 0.51 8 4x4 0.70 0.70 12 0.87 0.87 9 0.70 0.70 10 4x4 1.01 1.07 12 8.5 96 72 8x8 0.52 0.52 9 0.51 0.51 8 48" 0.70 0.70 12 0.87 0.87 9 0.70 0.70 10 48" 1.01 1.01 12 8.5 96 72 8x8 0.52 0.52 9 0.51 0.51 8 3x5 0.70 0.85 12 0.87 0.87 9 0.70 0.70 10 3x5 1.07 1.01 12 8.5 96 72 ** Unless otherwise indicated. HL93 LOADING FABRICATION NOTES: 1. Maximum spacing of reinforcement is 8". ® Bridge 2. At manufacturer's option, provide cast or cored holes or thin wall panels (KO) to the Division maximum diameter shown for each. When no penetration is required, it is acceptable ,Texas Department of Transportation Standard to provide a wall with no sectional reduction. DESIGN DATA FOR GENERAL NOTES: 1. Precast Junction Box consists of base slab, base unit, risers (as required), and below grade slab. See sheet PJB for details. PRECAST BASE AND 2. Precast Base consists of base slab, base unit, risers (as required), reducing slab (as required), and reduced risers (as required). See sheet PB for details. JUNCTION BOX 3. Min Height shown is for stock base units. Use stock base units whenever practical. Smaller height base units can be used in special installation circumstances, when noted elsewhere in the plans. Absolute minimum height of base units is 2-6". PDD FILE: prestd]0-20.dgn DN: TOOT CK: TOOT DW: XDOT I CK: TOOT ©TOOT February 2020 CONT SECT JOB HIGHWAY -11SIONS DIST COUNTY SHEET N0. 163 �t v V I_ Q i O x o Detail "A" W ] 1 W X STYLE 'FG' ORIENT TAPER TO CORRESPOND WITH ROADWAY CROSS -SLOPE. STYLE 'SFG' ELEVATION VIEW A C= C= 000000 000000 7 000000 000000 000000 000000 000000 000000 m o00000 000000 000000 } o00000 000000 000000 000000 000000 000000 000000 000000 N oho m 3 t JW ] 1 W X PLAN VIEW Detail "A" C) W ] 1 W X ELEVATION VIEW PLAN VIEW NO OPENINGS STYLE 'SL' W 1 ] W X ELEVATION VIEW A m k oQ I I W 1 1 W X ELEVATION VIEW #4 AS SHOWN PLAN VIEW SHIP LOOSE RING & COVER STYLE 'RH' Detail "A" I T - ti W 7 X 1 W c ELEVATION VIEW #4 AS SHOWN DIA + 4" 7 3 JW ] ] W X PLAN VIEW 32" DIA CAST -IN RING & COVER STYLE 'RC' #4 @ 12" O.C. �o iT I I W ] 1 W X ELEVATION VIEW 3 N oho W + (A e 2) Ir` W 1 1 W X PLAN VIEW D4a� til "A" -- - - - - - W 7 X ELEVATION VIEW #4 AS SHOWN W 1 ] W X PLAN VIEW 32" DIA CAST -IN RING & GRATE STYLE 'RG' A g Matches inside face of wall of precast base or riser below inlet. m N ova m 7 7 W + (A o 2) 3 W ] ] W X PLAN VIEW HL93 LOADING SHEET 1 OF 2 CAST -IN FRAME & GRATE SHIP LOOSE FRAME & GRATE Q STYLES 'FG' & 'SFG' STYLE 'SH' o� EXPOSED REBAR STYLE 'ST ct w Style Size (X x Y) W O2 A x B (nominal) Short Span Reinf Steel Area Long Span Reinf Steel Area SL 3'x3' 6" n/a 0.37 in2/ft 0.37 in2/ft RH,RC,RG,SH,SI,FG 3x3 6" 3x3 or 32" Dia 0.37 in2/ft 0.37 in2/ft SFG 3'x3' 6" 3x3 0.32 in2/ft 0.32 in2/ft SL 4'x4' 6" n/a 0.34 in2/ft 0.34 in2/ft RH,RC,RG,SH,SI,FG 4'x4' 6" 3'x3' or 32" Dia 0.41 in2/ft 0.41 in2/ft SH,SI,FG 4'x4' 6" 4'x4' 0.41 in2/ft 0.41 in2/ft SFG 4'x4' 6" 4'x4' 0.32 in2/ft 0.32 in2/ft SL 3'x5' 6" n/a 0.39 in2/ft 0.39 in2/ft RH,RC,RG,SH,SI,FG 3'x5' 6" 3x3' or 32" Dia 0.48 in2/ft 0.48 in2/ft SH,51,FG 3'x5' 6" 3'x5' 0.48 in2/ft 0.48 in2/ft SFG 3x5' 6" 3x5' 0.32 in2/ft 0.32 in2/ft SL 4'x5' 6" n/a 0.42 in2/ft 0.42 in2/ft RH,RC,RG,SH,SI,FG 4'x5' 6" 3'x3' or 32" Dia 0.42 in2/ft 0.42 in2/ft SH,51,FG Vx5' 6" 4'x4' 0.63 in2/ft 0.63 in2/ft SH,SI,FG 4'x5' 6" 3x5' 0.66 in2/ft 0.66 in2/ft SL 5'x5' 6" n/a 0.36 in2/ft 0.36 in2/ft RH,RC,RG,SH,SI,FG 5'x5' 6" 3'x3' or 32" Dia 0.43 in2/ft 0.43 in2/ft SH,SI,FG 5'x5' 6" 4'x4' 0.63 in2/ft 0.63 in2/ft SH,SI,FG 5'x5' 6" 3x5' 0.63 in2/ft 0.63 in2/ft SL 5'x6' 6"/8" n/a 0.48 in2/ft 0.48 in2/ft RH,RC,RG,SH,SI,FG 5'x6' 6"/8" 3'x3' or 32" Dia 0.48 in2/ft 0.48 in2/ft SH,51,FG 5'x6' 678" 4'x4' 0.60 in2/ft 0.60 in2/ft SH,51,FG 5'x6' 6"/8" 3x5' 0.60 in2/ft 0.60 in2/ft SL 6'x6' 6"/8" n/a 0.43 in2/ft 0.43 in2/ft RH,RC,RG,SH,SI,FG 6'x6' 6"/8" 3x3 or 32" Dia 0.56 in2/ft 0.56 in2/ft SH,51,FG 6'x6' 6"/8" 4'x4' 0.55 in2/ft 0.56 in2/ft SH,SI,FG 6'x6' 678" 3'x5' 0.59 in2/ft 0.59 in2/ft SL 8'x8' 8"110" n/a 0.45 in2/ft 0.45 in2/ft RH,RC,RG,SH,SI,FG B'x8' 8"I10" 3x3 or 32" Dia 0.45 in2/ft 0.45 in2/ft SH,SI,FG 8'x8' 8"/10" 4'x4' 0.45 in2/ft 0.45 in2/ft SH,51,FG 8'x8' 81,/10" 3'x5' 0.45 in2/ft 0.45 in2/ft OSee sheet PDD for corresponding wall thickness (W) of base unit or riser. Construct cast -in -place reinforced concrete apron, when shown elsewhere in plans. Use Class "A" concrete. Apron is subsidiary to PSL. Apron is P-6" Min width around precast zone drain. a ti c I Min:1' I `n DETAIL "A" (Reinforcing not shown for clarity) When an apron is to be cast around PSL, use detail above to create an apron ledge on all 4 sides. FABRICATION NOTES: 1. Locate penetration (Style 'RH'), ring and cover (Style 'RC'), ring and grate (Style 'RG'), and frame and grate (Style 'FG') in a corner. Only one penetration is allowed per slab lid. 2. Provide Class "H" concrete in accordance with Item 421 and having a minimum compressive strength of 5,000 psi. 3. Provide Grade 60 reinforcing steel or equivalent area of WWR. 4. Provide clear cover of %" to reinforcing from lower outside shoulder of slab for structural reinforcement, and 2" from top of slab for shrinkage and temperature reinforcement. Place short span reinforcing closest to surface. 5. Slabs with a thickness of 8" or greater require shrinkage and temperature reinforcing. Provide steel area = 0.11 in2/ft each way. 6. No substitution is allowed for diagonal #4 bars around openings. 7. Design tongue and groove joints for full closure on both shoulders. Minimum spigot depth is V. 8. Provide lifting devices in conformance with Manufacturer's recommendations. INSTALLATION NOTES: 1. Precast slab lids are intended for direct traffic and may be placed in roadway. 2. Seal tongue and groove joints with preformed or bulk mastic in conformance with Manufacturer's recommendations. Tongue and groove joints may be grouted no more than 1" between each section, or V2 the joint depth, whichever is greater. 3. Do not grout rubber gasket joints without Manufacturer's recommendation. 4. Initial installation of grade adjustment rings for Styles 'RH' and 'SH' is limited to P-O" Max as shown. 5. Grade adjustment rings for Styles 'RH' and 'SH' may be increased to 2'-O" Max when future construction affects final grade of structure. Make adjustments greater than 2'-0" with additional risers. Adjustments can be made up to Max depth shown on sheet PDD. Structure must be evaluated if Max depth will be exceeded. 6. Orient long dimension of grate slots perpendicular to traffic, unless noted otherwise on plans GENERAL NOTES: 1. Designed according to ASTM C913. 2. Payment for lid is per Item 465, "Junction Boxes, Manholes, and Inlets" by type, style, size, and opening size (when applicable). Cover dimensions are clear dimensions, unless noted otherwise. HL93 LOADING SHEET 2 OF 2 LUU� o� NOTE. 1.UTILITES SHOWN ARE A GENERAL REPRESENTATION OF KNOWN LOCATIONS. CONTRACTOR IS s �ci RESPONSIBLE FOR LOCATION VERIFICATION THROUGH DIG TESS AND/OR FRANCHISE ALTERNATE #4 BASE BID W z i UTILITY OWNER. UNDERGROUND ABANDONED IN PLACE. UTILITIES MAY HAVE CONTRACTOR SHALL VERIFY WITH BEEN RELOCATED WITH OLD LINES UTILITY COMPANIES REGARDING N W c 8 LIVE AND ABANDONED LINES. I';; p ? I II I i POTHOLE LOCATION #21 Q � PROPOSED STORM SEWER 4 ATMOS DERRICK SMITH 806-401-4012 STA 6-24.17, 88' LT p CURB INLET AND LATERAL PIPE _ o AT&T BRYAN JONES 432-296-3107 (SUDDENLINK, 01 WEST TEXAS GAS RISER AND SUDDENLINK I L O 0 LP&L JARROD HUSE 806-775-2509 WEST TEXAS GAS & VEXUS) �; 0 w N TELEPHONE PEDESTAL TO BE RELOCATED O a SOUTH PLAINS ELECTRIC BRANDON LOTH 806-783-7974 SIGNAL POLE ofI p ' Ix J—__-___ 1 / SUDDENLINK BRENNAN MARABLE 806-241-0467 TO BE RELOCATED �I: w POTHOLE LOCATION #22 TT i � 0 VEXUS TIFFANY RICE 806-746-7387 STA 6-15.28, 64' LT Z ¢ m WEST TEXAS GAS AARON BOLES 903-348-6866 SIGNAL POLE x I (CITY WATER) I TO BE RELOCATED w, ADJUSTING MANHOLES - I (WATER VALVE BOX) POTHOLE LOCATION #1 I a g ATMOS GAS AND SUDDENLINK FIBER — G2 PED POLE TO BE RELOCATED STA 10-72.58, 36' RT 0 TO BE RELOCATED OUT OF PROPOSED POTHOLE LOCATION #24 (ATMOS) 0 50 100 z o F CURB LIMITS _ STA 6+31.43, 15' RT p0 --- - - A EXIST ROW - ----- - -- -- - - - - - - - _ — (CITY WATER) PROP ------ ROW- _ ------ � ''-�-EXIST_ROW - - + � - - ■� o a ----- = °I` a=- - - - - - - - - - ----- EXIST ROW - - a F r_ S 88+ 43' 21.32" E - _ - _ - _ - _ - _ - _ - _ - _ _ - _�_ 1 - - - - - - - _ - _ _ - _ - _ - _ - _ - _ - _ - _ r-- _ - _ - _ - _ N S t a .0 I —W1— 1 _ —W1— —Wi—Ld _ - W1— Z ~ ------ - --- - ''� — S7 — _Tr—__ —__—_ - - __ _ - - _ OE - - - -- - - - -Oz - - - - - - --- - - -- -- - - -- - --- -- - -_ G2 --- -_-_- v EXIST W PED POLE TO v - CS — - q pE _- E T ROW a BE RELOCATED GAS LINE SPEC LARGE TRANSMISSION NOTE: MEASUREMENT WILL BE MADE BY EACH MANHOLE OR WATER POLE TO REMAIN 1 'POTHOLE LOCATION -2 ADJUSTING PRECAST - WWI VALVE TO BE ADJUSTED. PAYMENT FOR ADJUSTMENTS 12" OR LESS 10" ATMOS CASING - - - CONCRETE MANHOLES STA 10-72.54, 40' RT - - - - - - - (VEXUS) DRAINAGE EASEMENT POTHOLE LOCATION #23 LOWERED 0.87' (-) WILL BE SUBSIDIARY TO THE MOST PERTINENT ITEMS. PAYMENT Q ATMOS FOR ADJUSTMENTS GREATER THAN 12" VERTICALLY UP OR DOWN STA 6+22.85, 8' LT (VEXUS) VENT & PED POLE -tE,OF,-?F�� lq �t WILL PRICE BID PER EACH MANHOLE OR WILL BVALVE PAID A AT THE ADJUSTED. POTHOLE LOCATION #25 I TO BE RELOCATED gyp.•' STA 6+31 47, w 3 PED POLE i: �•........................ . 36' RT (', o �� SIGNAL & o'!� •� LESLIE P. BRl10E (ATMOS & SUDDENLINK) TO BE RELOCATED POTHOLE LOCATION #3 ~ POTHOLE LOCATION #26 n POTHOLE LOCATION #27 STA 10+72.34, 49' RT97360 (WEST TEXAS GAS) STA 6+31 . 51 , 61 ' RT- L I" STA 6+31 . 49, 48' RT (VEXUS) I 'w (TRAFFIC & WEST TEXAS GAS) E�'=J I 1/1n7,/.2002.1 ROW - -E3 - QL "B" LEGEND - SOUTH PLAINS ELECTRIC WATER VALVE c0 TELEPHONE POLE W/RISER r SIGN ELECTRIC POLE W/RISER ® SANITARY SEWER MANHOLE - - - - - - - - - - DRAINAGE EASEMENT - -- G1 -- - ATMOS O FIRE HYDRANT LIGHT POLE ® STORM SEWER MANHOLE i UNKNOWN - -- - G2 - -- - WEST TEXAS GAS OO UTILITY POLE SIGNAL POLE O WATER METER U) OE OVERHEAD ELECTRIC LINE - QL B - - TS1 - W1 - - - CITY OF LUBBOCK TRAFFIC SIGNAL - - CITY OF LUBBOCK WATER ❑F FIBER HANDHOLE © GAS METER CROSSWALK SIGN H- z Q - - C4 - - SUDDENLINK (FO/DUCT) - —WWI— - CITY OF LUBBOCK SANITARY SEWER 5® SIGNAL HANDHOLE/BOX ® GAS VENT PIPE (GAS RISER) ® GAS VALVE LLI x - - C5 - - VEXUS (FO/DUCT) QL "C"/QL "D" 0 TELEPHONE PEDESTAL SIGNAL POLE OVERHEAD GUY WIRE W Lu - - E2 - - LUBBOCK POWER & LIGHT - W1 CITY OF LUBBOCK WATER ❑E ELECTRIC HANDHOLE O ELECTRIC PEDESTAL 0O Q O V EC IL U —Q I I I z I I I c� II I I I QO 0_ k'I ;i POTHOLE LOCATION #5 LI p SVEXU5)TA 44.06, 43' RT I I I w POTHOLE LOCATION #4 i I I I J �II� STA 15+44.08, 36' RT (ATMOS) I I I v ® EX_LST_ROW- ------ - - � ---------------- ---------- - - ---- -- -- i- L EXIST ROW 0 cv - - ---------- - -- -- �C� - - -- - - OE - - OHO- - - - - - p - ----; - _ _ --L_ -- 0E- --- pE ------- -- - --- 0£ - Q N o o ADJUSTING MANHOLES ADJUSTING MANHOLES EX SAN SWR RIM ADJUSTING MANHOLES O N N -------- - LOWERED 0.74' (-)- ------ ------ --------- , - -------- (WATER VALVE BOX) ------------------- - - ---------- TO REMAIN - (WATER VALVE BOX) . . . -- V } W- - - - - - - --- - - - - - - -=----1- w------------ - - - - ------------F------- - - - - - - _ _W Z Z ------: -_-w1_--.----:---wl_--.------ ---_-:-----WI— -_------:---VV1- --�:----.--_wi---:-------w1---: ----.-20^r—m-:----. --l1 W1---- .-—Vy1---:-- -.--yJ1-:---- z J w J-"_---- -N}- -"---------------------------- -------- --- ---------------------------"-"-"-"-"-__---------------- ------_- ------ - - - - - - - - - - - "_____- - --- - - - - - ___ _--------- J = 1� -- 1 1 - --- - - v ---- ---G -- ------ — — Q — — — ---- — G ---- — --- _ — — —QE— — __ — - -- -- =— _ — - _ — — _-- — LU J z Q -EX S ROW W1 W1 W1 W1 W1 W W1 �3 - - Wi - Wi EXIST RO Q ______ _____________________________ i -_��� , T ________________ _ F_ LL1 m 4" PE 2.5 FEET DEPTH / POTHOLE - - _====.GAS LINE-==-__-__-__--- D= - --____-_ -_ -_ ___-__-_ -- -_-__ OF DISTURBANCE _--- izS8LOCATION $�#32 R-� -__-_ -----STA- 3, - ---- - -- -- POTHOLE LOCATION #6 w (SPEC) o - - - - - - - - - - r I - pOTHOLE'LOCATION - STA 15-44.07, 49' RT - - STA 17+28.18, #30 ----------- - - 80' RT Q "'� POTHOLE LOCATI��V #3 I N ADJUSTING MANHOLES (WEST TEXAS GAS) (LP&L) STA 19+92.28, 8 RT POTHOLE LOCATION #33 (WATER VALVE BOX) I I I I II ;;: (ATMOS & SUDDENLINK) STA 213+38.23, 80' RT II m n POTHOLE LOCATION #7 I (LP&L) - W z POTHOLE LOCATION #28 POTHOLE LOCATION #29 STA 19+56.53, 80' RT :( m POTHOLE #$ POTHOLE LOCATION #34 W W STA 12,29.85, 80' RT I I STA 15+11.48, 80' RT II (SUDDENLINK) { LOCATION STA 21+03.52, 80' RT II ao 0 0 x (CITY WATER & WEST TEXAS GAS) (LP&L & SUDDENLINK) {; N STA 19+62,43_80 __ T =--- Y 4 (UNKNOWN }} ---- (LP&L, CITY WATER, & WEST'tEXAS GAS) I I I I II I u II > 166 SHEET 1 OF 3 NOTE: MEASUREMENT WILL BE MADE BY EACH MANHOLE OR WATER Wz� N W�= O 0 L o= cn a T z o i � z do` i g 0 50 100 36- F - o O 0 0 _ v co M N ^�a Q Q N N ° S w w cb J J U U .� -2.5 FEET DEPTH �.�E�OF T t p ,1.,...�....F.f P. BRUCE j �.LESLIE 97360....i `���N:: F,N 11/17/2021 /,,/ t _ utit Pb H _ W W W + W Fy Q O �/ ~ �fy �Y U Z =U' a0 LT `50' �� W w W W 0 U) U S �II� O OO O Q0 co M Q L r Q -Z Q o0 V -AS N + m w z Lw z Z a O J F J J o (n o 2ci Gi 2 X N U U LU J a M N m m i = w z z a i 0 U U 167 SHEET 2 OF 3 VALVE TO BE ADJUSTED. PAYMENT FOR ADJUSTMENTS 12" OR LESS WILL BE SUBSIDIARY TO THE MOST PERTINENT ITEMS. PAYMENT FOR ADJUSTMENTS GREATER THAN 12" VERTICALLY UP OR DOWN WILL BE PAID AT THE UNIT PRICE BID PER EACH MANHOLE OR WATER VALVE ADJUSTED. ADJUSTING MANHOLES Q I (WATER VALVE BOX) --2. 5 FEET DEPTH OF DISTURBANCE I I I :O > I I I I POTHOLE LOCATION #39 ' STA 35+32. 20, 52' ART Z • (ATT, VEXUS, WEST TEXAS GAS) I �� I EXIST ROW � I I EXIST ROW -�----- -------pg--- �-------------p�--------_ -� _ --_ ---- - -- QED---- - ------- — -- --------- - -- ---- -- - - — --- --- -- 3 � ADJUSTING MANHOLES - - - ------------------------------------------------------------- - - - - - - - - - - - - - - - - LOWERED 0.68' (-) -- - - - 25+00 - - �- - -- 30+00 1— �+9 —W1— —W1 —W1— Wi .- -W1— _ -VV�, — -." —W1- _ _ �... —W7— Wi —W}3 --- W1 � --------------------------------------------------------------- - - --=G --=G --=G --, a(W1 - G WW --=G WW -- WW --=G WW ww _ W1 - -EXIST RO Wi EXIST ROW �'; ; GAS LINE .:.:.:.:.:.:.:.. = •- .- GAS LINE POTHOLE LOCATION tt36 __—__----`_-- --_==—STA 30�65.44, 80' RT==—==—_____—_____--YSTTH03E #RT 2035TI80 _— OF DISTURBANCE_—__�-' ;•�------POTHOLE POTHOLE LOCATION ttg--__ _ (ATT) •- L CATION tt37 � r STA 33+32.89, 80' RT I (SUDDENLINK) �2.5 FEET DEPTH � POTHOLE LOCATION #35 ` STA 32+64.79, 80' RT w STA 2�*50. 71, 80' RT ;I (SPEC) I I OF DISTURBANCE POTHOLE LOCATION #10 L_ -� ' (LP&L) ',I z POTHOLE LQCAT ION #38 STA 33+52.42, 80' RT I POTHOLE LOCATION #11 �. � i, w • � I I u i (SPEC) STA 33+67. 29, 80' RT __ Q > • � STA 32+77. 84, 80' RT I (SPEC & CITY WATER) � (CITY WATER) ADJUSTING MANHOLES � i I II (WATER VALVE BOX) OL "B" LEGEND ROW---G2--- OL "C"/OL WEST TEXAS GAS _ WW1 "D" CITY OF LUBBOCK SEWER � TELEPHONE POLE W/RISER � LIGHT POLE OE OVERHEAD ELECTRIC LINE - - W1 - - CITY OF LUBBOCK WATER G1 -- ATMOS �E ELECTRIC JUNCTION BOX (CABINET) O® WATER MANHOLE QL "B" —C2-- -- SUDDENLINK _ © -- - WEST TEXAS GAS -� SIGN OT TELEPHONE PEDESTAL - - Cl - AT&T (FO/DUCT) "C"/OL "D" � WATER VALVE �E ELECTRIC HANDHOLE � SANITARY SEWER MANHOLE - CS - VEXUS (FO/DUCT) OL O TELEPHONE VAULT - E2 - - LUBBOCK POWER & LIGHT VEXUS (FO/DUCT) O FIRE HYDRANT � ELECTRIC POLE W/RISER E3 - - - SOUTH PLAINS ELECTRIC W1 - CITY OF LUBBOCK WATER O UTILITY POLE ® WATER METER - G1 - - - ATMOS ❑E FIBER HANDHOLE \ -� I ADJUSTING MANHOLES I I \ POTHOLE LOCATION tt13 RAISED 0.25' , -_--------------' STA 43+OOCIITY WATER) -1.5 FEET DEPTH POTHOLE tt18 I � LOCATION OF DISTURBANCE I POTHOLE LOCATION tt14 STA 43+75.19, 32' RT I ADJUSTING MANHOLES STA 43+00.00, 14' RT (ATT) ADJUSTING MANHOLES (WATER VALVE BOX) (CITY WATER) (WATER VALVE BOX) ' •~ POTHOLE LOCATION tt15 POTHOLE LOCATION tt19 � CAST TRANSFORMER ADJUST�O.27' STA 42+34.08, 33' RT STA 43+75.28, 40' RT CONCREOLES (ATT) (ATMOS) EXIST ROW LOWERE(-) I EXIST R ;7 - - ADJUSTING MANHOLES ADJUSTING MANHOLES_ � � RAISED 0.44' (+) RAISED 1.77' (+) - 3, 50' E — - —•Wi - .—W1— - - - 4. + ---------- pp - - - T. —W - W1— - 45+�-Wi— - - W1— - - —W1 - - - - EX EXI W p -. r"17.'! ADJUSTING MANHOLESRAISED 2.80' (+)iPOTHOLE LOCATI0 - `2.5 FEET DEPTH. _ a-�---_____— •�•� •� � I � I STA 37+01.23, 80' RT; '°•i OF DISTURBANCE -.2,5 FEET DEPTH �\ i , (LP&Ll OF DISTURBANCE _ ',:I POTHOLE LOCATION tt16 � � I ,a•w;;; � I POTHOLE LOCATION #41^o•�,,,•, .a w' , POTHOLE LOCATION tt43 ^z;�•' STA 42+34. 08, 40' RT I i STA 36+88.90, 80' RT' "�'z, ^aw... STA 40+08.06, 80' RT °z z'"I ^a.w. (ATMOS) i L (CITY WATER) I *L�>•• ', I (LP&L & ATT) >•>", I ' ^'a'a"; • �---------__--- -� ^� „ :;a•a': w• POTHOLE LOCATION #17 POTHOLE LOCATION #20 ' POTHOLE LOCATION #42_� � I POTHOLE LOCATION #44 I •• ;,,I STA 42+34.28, 50' RT STA 43+75.39,�50' RT I STA 36+81.53, 80' RT I STA 39+96.06, 80' RT ,•, (VEXUS &WEST TEXAS GAS) (VEXt1S & WESTiTEXAS GAS) \ (SPEC &VEXUS) � � (CITY WATER) I ❑8 W" N z Wu= a 0 of Y IQ L oc J �� a � i C3 = M DZ� ADJUSTING MANHOLES w�^ d w i (WATER VALVE BOX) I I I I I U" O z�$ I I l b L�A III I I �1 i _ 0 0 50 100 �_ o, - XiST7 W - _- - ---_ - ---_- o- ___•__• - w ww co wi- EX WTR TOLREMAIN LA I I A I W1 Id I 8 cn nr - S 88° 13' 54.50" E _ Ld ZJ --W1— sG4---- 5 •00 ——W1- —W1W1—W1W1I I W;W1— -- -Wi � - N _ —_ --_—--Gl------G1---- —Gl --- —Gl ---Gl ni G WW1 - WW1 W1-• U - V, �.>N1 _-- WW1-.- =- 01 ` � 1 �� l EXIS ROW -0 - ----- --_ - -- d—G7EI _ - 4-- NOTE: MEASUREMENT WILL BE MADE BY EACH MANHOLE OR WATER VALVE TO BE ADJUSTED. PAYMENT FOR ADJUSTMENTS 12" OR LESS WILL BE SUBSIDIARY TO THE MOST PERTINENT ITEMS. PAYMENT FOR ADJUSTMENTS GREATER THAN 12" VERTICALLY UP OR DOWN WILL BE PAID AT THE UNIT PRICE BID PER EACH MANHOLE OR WATER VALVE ADJUSTED. 0�- L,j w Y Z N Q W XI C3a W -------------- ROW QL "B" LEGEND — — — UTILITY EASEMENT - -- — G, — -- - ATMOS WATER VALVE (Do ELECTRIC POLE W/RISER FMII ELECTRIC JUNCTION BOX (CABINET) OE OVERHEAD ELECTRIC LINE - -- — G2 — -- - WEST TEXAS GAS O FIRE HYDRANT LIGHT POLE GAS TEST STATION QL "B" - - — TS1 — - - CITY OF LUBBOCK TRAFFIC SIGNAL UTILITY POLE ---Cl - - AT&T (FO/DUCT) - — VJ1 — - - CITY OF LUBBOCK WATER FIBER HANDHOLE SP SIGNAL POLE ® SANITARY SEWER MANHOLE - - C2 - - SUDDENLINK (FO/DUCT) QL "C"/QL "D" 5® SIGNAL HANDHOLE/BOX SIGNAL POLE OVERHEAD GAS VALVE - - C3 - - — C4 - - SUDDENLINK (FO/DUCT) - - SUDDENLINK (FO/DUCT) _ W1 CITY OF LUBBOCK WATER 0 TELEPHONE PEDESTAL r SIGN ® WATER MANHOLE - -El- - LUBBOCK POWER & LIGHT WW1 CITY OF LUBBOCK SEWER E� ELECTRIC HANDHOLE O TELEPHONE CABINET (9 WATER METER - - E2 - - LUBBOCK POWER & LIGHT Lu W Lu >O Q O �/ ~ a- O �Y - Q U Z a00 LU Lu w o U)U v U W V O 0 Z � a Q J w U) O X o LU o J_ 00 V F Z N n M SHEET 3 OF 3 8 EXISTING PROP. TOP FINISHED W z PAVEMENT \ OF CURB GRADE Wes= . `00.21 -------- 23" (Set For Advance 0) Of Proposed Paving) = n a �o� Zo m ________ M.H. NECK IS NOT ^ - 12" Min. TO EXCEED 12'' �' a= WHEN RAISING TO 3 FINISHED GRADE E - Permissable _ Install Internal - Cutline Chimney Seal P 121 � I 4 REBARS TYP. 3000# CLASS JNCRETE °, d : A*. d 1r$, 1111KI1102 dFER OUND Install False ' Bottom FIGURE 2 PRE —GRADING ALTER & ADJUSTMENT OF FIBERGLASS MANHOLE FIGURE 3 PRE —PAVING RINGS FIGURE 1 EXISTING MANHOLE SECT ION V I FW A 1. Install a false bottom in the manhole. 2. Remove the existing ring, cover and any grade rings or bricks. CASE 1 3. Cut the existing manhole at a point no closer than 1' below the bottom of the cone section. COLLAR SHALL EXTEND TO TOP OF 2.27 CONCRETE (REBAR REQ.) FIGURE 2 PRE -GRADING CASE 2 COLLAR SHALL EXTEND TO 3" BELOW BOTTOM OF LOWEST GRADE RING (REBAR REQ.) 4. Build up or remove a portion of the manhole to meet the required depth. A new riser section may be required if the manhole is to be raised. The salvaged cone section may be MANHOLE COLLAR FOR 32" COVER used if approved by the engineer. A manufacturer's repair kit approved by the engineer must SCALE: N T S be used to make the connection(s). 5. Backfill material must be sand or stabilized soil compacted to a minimum of 901 Std. Proctor Density and placed in 6" lifts beginning at the manhole and working outward to the excavation walls. 6. Set the new ring and cover meeting current TCEQ requirments on the cone section with concrete mortar. FIGURE 3 PRE -PAVING 7. Remove the new ring and cover and mortar. 8. Use precast concrete grade rings and non -shrink grout to raise manhole frame and cover to final paving grade. (LIMITED TO 12'' MAX. MANHOLE NECK EXTENSION, AS MEASURED FROM THE TOP TAPER OF THE MANHOLE CONE TO MANHOLE LID). When manhole neck extension exceeds 12', then the manhole cone is to be removed and reset in such a manner as to reduce the number of grade rings required to reset manhole frame and cover to final grade. 9. Set the new ring and cover in place with non -shrink grout. Install internal chimney seal. 10. Coat the entire outside of the neck with a waterproof bituminous coating. 11. The false bottom will be removed during the final inspection. � L,ESLIE P. BRUCE j 97360 „17/2021 Z w x LU � w ■++ O ~ OQ LL O CLY —Q U Z o w ww 0 H v m o J 3 z 169 SHEET 1OF2 EXISTING Stall Falsf Bottom FIGURE 1 PROP. TOP OF CURB 23" (Set For Advance Of Proposed Paving) FIGURE 2 PRE -GRADING (ALTER) FINISHED GRADE Install Internal Chimney Seal �aas •.s a90 .� aas FIGURE 3 PRE -PAVING (ADJUST) NOTE: If the existing wastewater main is in cone section or if there is only one riser section, the entire manhole must be removed and a new manhole is to be installed. ALTER & ADJUSTMENT OF STANDARD PRECAST MANHOLE M.H. NECK IS NOT TO EXCEED 12'' WHEN RAISING TO FINISHED GRADE FIGURE 1 EXISTING MANHOLE 1. Install a false bottom in the manhole. 2. Remove and salvage the existing ring and cover and remove the existing grade rings or brick. If the ring and/or cover are damaged at any time prior to final acceptance, it will be replaced by the contractor at no cost to the City. 3. Remove the cone section and remove or add one or more riser section as required. FIGURE 2 PRE -GRADING (ALTER) 4. Reset the cone section on the existing manhole. To meet the required depth, one or more existing riser sections may have to be removed and replaced with new riser section(s) of a different height. 5. Reset the salvaged ring and cover on the cone section with concrete mortar. FIGURE 3 PRE -PAVING (ADJUST) 6. Remove the salvaged ring and cover and mortar. 7. Use precast concrete grade rings and non -shrink grout to raise M.H. frame and cover to final paving grade. (LIMITED TO 12'' MAX. MANHOLE NECK EXTENSION, AS MEASURED FROM THE TOP TAPER OF THE M.H. CONE TO M.H. LID). When M.H. neck extension exceeds 12", then the M.H. cone is to be removed and reset in such a manner as to reduce the number of grade rings required to reset M.H. frame and cover to final grade. 8. Set the salvaged ring and cover in nlnce withnon-shrink grout. Install internal chimney seal. 9. Coat the entire outside of the neck with a waterproof bituminous coating. 10. The false bottom will be removed during the final inspection az LU W = L 00 w 0 <, ax _ Jo"S Zo i N F L,ESLIE P. BRUCE j 97360 I T11 7/2021 z w Q LU LU w > > X Of O 0-Y U z0 �� w ` w "' �0 J U)Cl) ::) J O� zW J J � W U� CO 2::) m o Lai J 3 z nI �n I U 170 SHEET 2OF2 TC C0 N ' L oro TC +o C U N o0J LL 0.0 3 + L •- 00 z �« TL .+W U •- C NN- 2 cc +aN o N L L L U a N o o. uco C E zw o NE ° N 7 L C N o N o• ow C + wr- aa a' o x N x L N H + . U L N N N L L > L +No O U TNC n+•- ° 'O L L N 3 O c w L N Oa° CAL 0 7+ OaO - E T L OCO L O O DON OwL + + mo o -x+ o .2 + O TL «moo O D ..Nao �a0+ � O E a QL•-•- JH L L)a + IN C o Y O JO LLa SUMMARY OF SMALL SIGNS a SM RD SIGN ASSM TY XXXXX (X) XX (X-XXXX) BRIDGE a 0. MOUNT CLEARANCE PLAN SIGNS POST TYPE POSTS ANCHOR TYPE MOUNTING DESIGNATION SHEET NO. SIGN NO. SIGN NOMENCLATURE SIGN DIMENSIONS i z (See UA=Universal Conc PREFABRICATED 1EXT or 2EXT = # of Ext FRP = Fiberglass UB=Universal Bolt BM = Extruded Wind Beam Note 2) J J TWT = Thin -Wall 1 or 2 SA=Slipbase-Conc P = "Plain" WC = 1.12 #/ft Wing TY = TYPE < a 1OBWG = 10 BWG SB=Slipbase-Bolt T = "T" Channel TY N .< a S80 = Sch 80 WS=Wedge Steel U = ..0 EXAL= Extruded Alum Sign J 4 X W WP=Wedge Plastic Panels TY S 1 OF 4 1 R4-7 <SYMBOL - KEEP RIGHT OF FEATURE> 24 x 30 X 1OBWG 1 SA P 2 R6-1R ONE WAY <IN RIGHTARROW> 36 x 12 X 1OBWG 1 SA P 3 R4-7 <SYMBOL - KEEP RIGHT OF FEATURE> 24 x 30 X 1OBWG 1 SA P 4 R2-1 SPEED LIMIT (SPEED) 24 x 30 X 1OBWG 1 SA P 5 R3-9B CENTER LANE <TWLTL ARROWS> ONLY 24 x 36 X 1OBWG 1 SA P 6 R3-7R RIGHT LANE MUST TURN RIGHT 30 x 30 X 1OBWG 1 SA P 7 R1-1 STOP 30 x 30 X 1OBWG 1 SA P �nl=n ALUMINUM SIGN BLANKS THICKNESS Square Feet Minimum Thickness Less than 7.5 0.080" 7.5 to 15 0.100" Greater than 15 0.125" b K:i-Ub ULN I tK LANtz < I VVL I L AKKUVVS> UNLY 14 X Jb A 1 UbVVCi I SA N 9 R3-9B CENTER LANE <TWLTL ARROWS> ONLY 24 x 36 X 1OBWG 1 SA P The Standard Highway Sign Designs 10 R2-1 SPEED LIMIT (SPEED) 24 x 30 X 1OBWG 1 SA P for Texas (SHSD) can be found at the following website. 11 R2-1 SPEED LIMIT (SPEED) 24 x 30 X 1OBWG 1 SA P http://www.txdot.gov/ 12 R1-1 STOP 30 x 30 X 1OBWG 1 SA P 13 R1-1 STOP 30 x 30 X 1OBWG 1 SA P NOTE: 14 R3-9B CENTER LANE <TWLTL ARROWS> ONLY 24 x 36 X 1OBWG 1 SA P 1. Sign supports shall be located as shown on the except that the Engineer plans, may shift the sign supports, within 15 R3-9B CENTER LANE <TWLTL ARROWS> ONLY 24 x 36 X 1 OBWG 1 SA P design guidelines, where necessary to secure a more desirable location or to 16 R1-1 STOP 30 x 30 X 1OBWG 1 SA P avoid conflict with utilities. Unless otherwise shown on the plans, the Contractor shall stoke and the Engineer 17 R1-1 STOP 30 x 30 X 1OBWG 1 SA P will ver i fy all sign support I ocat ions. 2. For I at i on of bridge mount c eS i gnce signs,, sseee Bridge Mounted Clearance Sign 18 R3-7R RIGHT LANE MUST TURN RIGHT 30 x 30 X 1OBWG 1 SA P Assembly (BMCS)Standard Sheet. 19 R3-9B CENTER LANE <TWLTL ARROWS> ONLY 24 x 36 X 1OBWG 1 SA P 3. For Sign Support Descriptive Codes, see Sign Mounting Details Small Roadside Signs General Notes & Details SMD (GEN) . 20 R3-9B CENTER LANE <TWLTL ARROWS> ONLY 24 x 36 X 1 OBWG 1 SA P 21 R2-1 SPEED LIMIT (SPEED) 24 x 30 X 1OBWG 1 SA P 22 R3-7R RIGHT LANE MUST TURN RIGHT 30 x 30 X 1OBWG 1 SA P 23 R4-7 <SYMBOL - KEEP RIGHT OF FEATURE> 24 x 30 X 1OBWG 1 SA P 24 R6-1R ONE WAY <IN RIGHTARROW> 36 x 12 X 1OBWG 1 SA P Traffic Operations 25 R6-1 R ONE WAY <IN RIGHT ARROW> 36 x 12 X 1OBWG 1 SA P ,Texas Department of Transportation Division Standard 26 R4-7 <SYMBOL - KEEP RIGHT OF FEATURE> 24 x 30 X 1OBWG 1 SA P SUMMARY OF 27 R3-7R RIGHT LANE MUST TURN RIGHT 30 x 30 X 1OBWG 1 SA P SMALL SIGNS WSW. FILE: sumsl6. dgn I DN: TxDOT I CK: 1001 DW: _TxDOT I CK: TxDOT (D TOOT May 1987 CONT ISECTI JOB I HIGHWAY REVISIONS Q 16 DIST COUNTY SHEET NO. 8-16 0 0 N BASE BID �d W N Z- W�= I I o 1 1 I REFS PAV MRK I W j Q IIREFL PAV MRK TY I (W) 4" 4 I TY I (W) 24" (LNDP) (100 MIL) II (SLD) (100 MIL) .3' -9' -3' 1✓ Oc REFL PAV MRK TY I (W) 24" w (TYP) REFL PAV MRK REEL PAV MRK c (SLD) (100 MIL) j TY I (W) 24" TY I (Y) 4" (SLD) '(100 — — -- — T p R 2 J (SLD) (100 MIL) REFL PAV MRK MIL) li M z o n (TYP) TY I (W) 8" ROIL PAV I REFL PAV MRK (SLD) (100 MIL) MRK- E I I \ TY I (W) 24" (SLD) (100 MIL) STA 8+73.30 (BRK)Y(100Y MIL) I �Jqi g I BEGIN LANE DROP �I 0 50 100 Oo i II _ REFL PAV MRK TY I(Y) STA 10+ 1 o EXIST ROW--- (MED NOSE)(100MILl PROP END TAPeR ROW -- a - — — — A + ---- ---- ---- ---- ---- ---- I IIII 11111I�! --------� ---- — XIST=ROW_._ —— - ■� N x 0 -- a �_ t a a_ - - - - - - - - - - - - - - - - - - - - - - - - — - —'— — — — — -- — -- --- - - - - - - - - - - - - - — N $ — — — — — — — — ——-—-— -—-— O _ -- — — — -- --- — w z - _v 11111 I1111111111 r iwi' - - - - - - - - - - - - - - - U EXIST ROW \ ;• I1 1 — — — — a —REFL PAV MRK— - — - — _ I TY I (W) 4" REFL PAV MRK — (BRK) (100 MIL) — PROP DRNG ESMT _ �ZE °F••.TF�� gyp.• +_ ;y, of+� a VtY' I (W) 24" REFL PAV MRK 0 t TY I (W) (ARROW) ' REFL PAV MRK II 01 I S.LD) (100 MIL) (100 MIL) (TYP) NE WAY (SLD) (100 MIL) I I (TYP) I o I� REFL PAV MRK TY I (W) 8" It R6-lR R4-7 SPEED LIMIT 4 5 i+. +� �""""""""""""""'`""i LESLIE P. BRUCE ���.......... 97360.......W� I I N (LNDP) (100 MIL) I(o .�ICE I 'x I 3' -9' R4-7 -3' REFL PAV MRK TY I (Y) (MED NOSE) (100MIL) R2-1 4ii CEN•„ EN, ���\o; I h I Iw L 11/17/2021 NOTE: &ace EXISTING STREET SIGNS TO BE REMOVED ANDNSTALLED - RE ON NEW LOCATIONS OF SIGNS U) WHERE SHOWN IN THE PLANS. x LULu � ^ W �++ O ~ ON¢N LL IL U z =u' ao ` w o �� W w o U) U) 0 v 0 o v a I-- c�v f— Z Z a ZQQ � Z LU Q 0 G < ~ J Z Lu J W %YZ 0 a a_ Q z U) LU 0] M N n a 172 SHEET 1 OF 4 ❑8 N W" WU)= L 0 O = cn a � z o do` i g 0 50 100lz �< o + 1. _ NOTE: M EXISTING STREET SIGNS TO BE REMOVED AND ■ N yy F a REINSTALLED ON NEW N LOCATIONS OF SIGNS. S Ld z_ J 2 U H NOTE: EXISTING STREET SIGNS TO BE REMOVED AND RENSTALLED ON NEW LOCATIONS OF SIGNS WHERE SHOWN IN THE PLANS. CENTER � I LANE ONLY I R3-9B II I REFL PAV MRK TY I (Y) 4" REFL PAV MRK REFL PAV MRK (SLD) (100 MIL) TY I (Y) 4" TY I (W) 4" O o �� (BRK) (100 MIL) O O EXIST ROW (BRK> (100 MIL) — — — — — — O ao M V 1� elm �A& v s� 1 /-___---------- Q — — — —— EX ST�W --� 1 1 7— —EXI T ROW r—I�- EXIST ROW - — — a oo �o • 21 — — - Ll ' � I I II � II I I i III = II I 114TH sr 1 CENTER I aw I aw I aAeo�o c� z z Savannah LANE II Il�zll II Ilzzlil 1400 RIGHT LANE I ' STOP - .��. I III > IIi '' -STOP_ _, T I» II I MUST ONLY _ I I Vasa I mo__—__— jLn STOP TURN RIGH ~ I II I R3-7R R3-9B I I R1-1 ,I G i'I I I I I I I II , I dI R1-1 I �.F ZE OF T \\\ F !j �.LESLIE97360 ;W i i :: 6N�' 11/17/2021 LULu x � W ^ ■++ ° ~ ON¢N a- LL a-Y U =u' z dF— Lu LU LLI LLJ 0 U) U �Zo ZQp + LU o LU Cl ^ Y I - C< G U) N M 173 REFL PAV MRK (LNDP)Y(100WMIL) SHEET 2 OF 4 II II III; CENTER LA NE YFI PAV MIRK I L51 LNDP)(100 MIL)MONLY E L PAV MRK TY I(Y) R4-7 (M D'NOSE)(100MIL) ILL REFL PAV ME}K R3 9B I R2 TURNRIGH REkLIPAV MIRK TY I (W) (V > REFL PAV MIRK TY I (Wl 8" III TY I (W) 8" I RTYLIP(W)M4K R3-7R (SLD (100 MIL) (100 MIL) (TY ) II (SLID) (100 MIL);(BRK) (100 MIL) TA2+78. 90 STA 55'+53. 33 ONE WAY O EXIST ROW I ND TAPER END TAPER R6-lR n O\N_ 3' - - - - - - - - - - - - - - - - - - - 00 a lw� _cvfff RN �n �w OWN TTYFI PAV 4RK (BRK) (100 MIL) TYFI (SLD) PAV 4RK •u - 1 (100 MIL) CENTER REFL PAV MIRKR4-7 LANE TY I (W) 4" l (LNDP) (100 MIL) 3'-9'-3' STA 54+23.51 BEGIN TAPER ONLY REFL PAV MIRK R3 9B (LNDP)Y(100WMIL) 2' -4' -2' NOTE: EXISTING STREET SIGNS TO BE REMOVED AND REINSTALLED ON NEW LOCATIONS OF SIGNS WHERE SHOWN IN THE PLANS. R6-lR REFL PAV MIRK - (SLID) (100WMIL) REFL PAV MIRK (SLID)TY (100WMIL) ❑8 N W" RE L PAV MIRK TY I(Y) (MQ ,AV = WU_ UJ ~ U o II L 0° fjo Y z > > T M i z o II I ¢ m I II1 0 50 10061 ��a= t3 10 � G z f� EXI �l REFTy I PWAV 24K \ al (SLID) (100 MIL) IIIII _ I II E oFi\\ TEFL PAV MIRK CI_ w TY I (W) 24" I wD (SLID) (100 MIL) I Y Z I i.*..-•..-.......:tt�� (TYP) Q w I �.LESLIE P. BRU_CE Ci Q I I. �I p'. 97360 Wi I I I ,(�FS SSE N 1l/17/1021 LULu x � W >>N ^ �++ ° ~ w LL a-Y U =u' z ao w W ` �� ww o U)U v F- w Z D 0 Z Q O a Z G z Q W W — J 0 > Y I—< Z O Q V v :n Q U) N n M 00 3 m o 174 SHEET 3 OF 4 ALTERNATE #4 BASE BID N W Z- WW= a ii it _ �a REFL PAV MIRK j l TY I (W) 24" REFL PAV MIRK L O 0 REFL PAV MIRK (SLID) (100 MIL) �I wo TY I (W) 24" — — — _� �� J TY I (W) 8" _ hl (SLD) (100 MIL) (SLD) (100 MIL) iIy J hl (TYP) I i Q LL REFL PAV MIRK STA 0.60.70 REFL PAV MIRK TY I (W) 24 BEGIN TAPER (SLD) (100 MIL) TY I (Y) 4" (TYP) (SLD) (100 MIL) h zoF _ li 0 50 100 o REFL PAV MIRK % TY I (W) 8" — A EXIST ROW (SLD)—(100_MIL) -- — — — — — IIII II PRQP RQW _ — _ L_� _— QN_ — — II11111r9 _ — — — N x w a d t — — — — — ---- --� ---- -- — a `M)O z J EXIST Row 111 I1111111111 _____—___ _— ___ v --- ---- ------------ EXISTIR W--- ---a REFL PAV MIRKREFL PAV MIRK TY I (W) (ARROW) �" TY I (W) 4" (100 MIL) (TYP) ---—-— - — - — -— - — -- — - — - —- _ (BRK) (100 MILL TY \.' REFL PAV MIRK RIGHT LANE (SLD) I(100) MIL) I DRAINAGE EASEMENT PAV MIRK ��...� LTURNURITGH REFL PAV MIRK I Q REFL O I TY I (W) 24" ^ZE OF TF,� TY I (W) 24" I I I (SLD) (100 MIL) gyp. +yet y:: sit (SLD) (100 MIL) R3-7R (TYP) I �� -LESLIE P. BRU_CE j 97360 W i RLIPAW)MSK (SLD) (100 MIL) 11/17/2021 LULu x � W ^ �++ O ~ ON¢N LL 13-Y U =u' z ao w W ` �� LU w o U)U v O v z < 0 Ui 2i0 Q Q o LUL J LU Y W a_ < z �U)Q W m N n M 00 3 m o 175 SHEET 4 OF 4 TC Co 0 •- N 0 I_ m Tc C U 00 LL 0+' 3 - 00 Zw� T' ate. NN- 2 co, oL a ' o' ac' CIII N' I` E C N' N c BUI, ao ox' x 1- d L, r> +0' o' TNI n0 0 C 3 >0, 0C �- 0 a' T' DC' L O 0 oc o w vo ux •- x - L H- T' 0 o w mm) E ' ar•-• U 10- N C Edge of Pavement 6" min. PUBLIC 4" Solid White Shoulder ROADWAY Edge Line 4" Solid Yellow Line 4" Solid Yellow Edge Line . q" White � o Lane L i ne- f. 30' � 10' 0 Solid White o 0 0 W 0 Edge Line � -, � PUBLIC ROADWAY q" Solid White ALLEY, PRIVATE ROAD Edge Line OR DRIVEWAY ' EDGE LINE AND LANE LINES n ONE-WAY ROADWAY TYPICAL TWO-LANE, TWO-WAY PAVEMENT WITH OR WITHOUT SHOULDERS 1 MARKINGS THROUGH INTERSECTIONS Edge of Pavement PUBLIC Solid 6" min. ROADWAY �Whi EdgeeLine e a Solid Yellow Line e i 4" Solid } 4" White J � White Lane Line Edge Line a 4" White Z-4" 30' 10'� r Lane Line > 4" Solid Yellow Lin o 0 0 e e 4" Solid White 3" min.-4" usual Edge Line (12" max. for i traveled way PUBLIC Solid greater than 48' only) ROADWAY r� /� �/ `u' White Edge Line ALLEY, PRIVATE ROAD CENTERLINE AND LANE LINES OR DRIVEWAY FOUR LANE TWO-WAY ROADWAY TYPICAL MULTI -LANE, TWO-WAY PAVEMENT WITH OR WITHOUT SHOULDERS MARKINGS THROUGH INTERSECTIONS Edge of Pavement 6" min. when no shoulder Shoulder width } exists may vary (typ.)+ 4" Yellow 4" Solid White 10" min.- =Centerline Edge Line 3" min.- 12" max. - 4" max. 30' 1�I 4" Solid 4" Solid White 4" Solid Yellow Line Edge Line Yellow Line Shoulder width may vary (typ) TWO LANE TWO-WAY ROADWAY WITH OR WITHOUT SHOULDERS Pavement Edge / 4" Solid White 4" White Lane Line / Edge Line \� 0 0 0 0 0 0 4" Solid Yellow a Edge Line I, 30���12� See 4" Solid Note 2 Yellow Line Toper See 10" min - a p c c Note 1 V V V V V 12" max. Optional v o L Dotted 8" Sol id a •- - } 8" White White Line M A 0 A A ExtenszSol See note 3 TC M s Line e 1 o �48" min. Yield from edge Triangles o line to 4d Yellow Storage _I stop/yield r Edge Line `�/ (� Deceleration line n 4" Solid White 2 Edge Line, White Lane Line FOUR LANE DIVIDED ROADWAY CROSSOVERS 12" 3 to 12'y1lt " For posted speed on road being marked equal to or less than 40 MPH. YIELD LINES NOTES 24" 3 to 12"_i I-_ 1_0-� 361 V V V V For posted speed on road being marked equal to or greater than 45 MPH. 1. Where divided highways are separated by median widths at the median opening itself of 30 feet or more, median openings shall be signed as two separate intersections. Each median opening has two width measurements, with one measurement for each approach. The narrow median width will be the controlling width to determine if signs are required. Yield signs are the typical intersection control. Stop signs are optional as determined by the Engineer. 2. Install median striping (double yellow centerlines and stop bars/yield triangles) when a 50' or greater median centerline can be placed. Stop bars shall only be used with stop signs. Yield traingles shall only be used with yield signs. 3. Length of turn bays, including taper, deceleration, and storage lengths shall be as shown on the plans or as directed by the Engineer. GENERAL NOTES 1. Edge IIne striping shall be as shown 1n the plans or as directed by the Engineer. The edgeline should not be placed less less than 6 inches from the edge of pavement. This distance may vary due to pavement raveling or other conditions. Edge lines are not required in curb and gutter sections of roadways. 2. The traveled way includes only that portion of the roadway used for vehicular travel. It does not include the parking lanes, sidewalks, berms and shoulders. The traveled ways shall be measured from the inside of edgeline to the inside of edgeline of a two lane roadway. MATERIAL SPECIFICATIONS PAVEMENT MARKERS (REFLECTORIZED) DMS-4200 EPDXY AND ADHESIVES DMS-6100 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS-6130 TRAFFIC PAINT DMS-8200 HOT APPLIED THERMOPLASTIC DMS-8220 PERMANENT PREFABRICATED PAVEMENT MARKINGS DMS-8240 All pavement marking materials shall meet the required Departmental Material Specifications as specified by the plans. 4' min. 30' max. STOP LINES \ Solid White Width: 12" min. 24" max. EDGE LINE 4" Solid White CENTERLINE 4" Yellow 6" min. Length: 10' (typ.) Gap: 30' OPTIONAL 4" Solid Yellow line on approaches to intersections (500' min.) Minimum Requirements for Edgelines Traveled Way Width >20' 4' min. 30, max. Minimum Requirements for Centerlines without Edgelines Pavement Width 1 6' <- W < 20' GUIDE FOR PLACEMENT OF STOP LINES, EDGE LINE & CENTERLINE Based on Traveled Way and Pavement Widths for Undivided Highways ® Traffic Safety ,Texas Department of Transportation Standard TYPICAL STANDARD PAVEMENT MARKINGS PM (1) - 20 FILE: pml-20. dgn DN: CK: DW: I CK: QC TOOT November 1978 CONT SECT JOB HIGHWAY REVISIONS 8-95 3-03 5-00 2-12 DIST COUNTY SHEET NO. 8-00 6-20 176 TC C O 0 •- N 0 L om TC C U O N O+' 3 00 T' ate• NN- 2 C ' to oLc d o ac' c -w NE C N' N wr- wo! Ox' x 1- d ,_ v 0) +u'� 0' TNI n0 0 N 3 C C N >o: 0a 0 a' DC' L O O O00 O •rJ U 10- N C ]M REFLECTIVE RAISED PAVEMENT MARKERS FOR VEHICLE POSITIONING GUIDANCE See Detail A See Detail B Type II -A -A 80 40' 1 40, 40' I I T� �1 CENTERLINE FOR ALL TWO LANE ROADWAYS Type I-C ❑ O O O O ❑ O Type II -A -A � See Detail C ❑ ❑ ❑ 80' ❑ O O ❑ O O ❑ C� 1 -4" 4" CENTERLINE & LANE LINES FOR FOUR LANE TWO-WAY HIGHWAYS Type II -A DETAIL "A" U 10, DETAIL "B" Type II-A- 4" 1 -4.. 4" 4" 3-4- 1 4" 4' Type II -A - 2" 2" DETAIL "C" CENTER OR EDGE LINE 30' REFLECTORIZED PROFILE PATTERN DETAIL USING REFLECTIVE PROFILE PAVEMENT MARKINGS 1 2 " + 1 ' 18 1 300 to 500 mil 51/2 �/2 in height 47-3/� "± Y4 �II OR 6 2 to 3"� F� 2 to 3"� A quick field check for the thickness of base line and profile marking is approximately equal to a stack of 5 quarters to a maximum height of 7 quarters. 4" EDGE LINE, OPTIONAL 6" EDGE CENTER LINE LINE, CENTER LINE NOTE OR LANE LINE OR LANE LINE Centerline Symmetrical around centerline -------------------------------------------------- Continuous two-way left turn lane Type II -A -A I 40' I 40 I 40' I r r r i Type I-C 80' f 1 CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE Type I-C or II-C-R � �Type I-C or II-C-R C� O ❑ O O ❑ C ��SG�� LANE LINES FOR ONE-WAY ROADWAY (NON -FREEWAY FACILITIES) Raised pavement markers Type II-C-R shall have clear face toward normal traffic and red face toward wrong -way traffic. D D D D D D D 0 D 0 0 0 GENERAL NOTES �I I� 1 2 " i 1 " I I 1. All raised pavement markers placed in broken lines 0 0 0 0 0 0 0 0 0 0 0 shall be placed in line with and midway between the stripes. BROKEN LANE LINE 2. On concrete pavements the raised pavement markers should be placed to one side of the longitudinal joints. rroriie marKings snali not De piacea on roaaways with a posted speed limit of 45 MPH or less. MATERIAL SPECIFICATIONS PAVEMENT MARKERS (REFLECTORIZED) DMS-4200 EPDXY AND ADHESIVES DMS-6100 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS-6130 TRAFFIC PAINT DMS-8200 HOT APPLIED THERMOPLASTIC DMS-8220 PERMANENT PREFABRICATED PAVEMENT MARKINGS DMS 8240 All pavement marking materials shall meet the required Departmental Material Specifications as specified by the plans. Reflectorized Surface Type I (Top View) ectorized Surface Type II (Top View) 350 max- 250 min- Roadway / \- Adhesive Surface J� SECTION A RAISED PAVEMENT MARKERS ® Traffic Safety ,Texas Department of Transportation Standard POSITION GUIDANCE USING RAISED MARKERS RELECTORIZED PROFILE MARKINGS PM (2) —20 FILE: pm2-20. dgn DN: CK: DW: CK: (D TOOT April 1977 CONT SECT JOB HIGHWAY 4 92 2 10 HEvcsloNs 5-00 2-12 DIST COUNTY SHEET NO. 8-00 6-20 1 1 77 22B NOTES GENERAL NOTES L, v a) + >� o' TNI n0 0 OL'. C 3' L N� > 0 0 C1 �a 0 a1 17- CJ i Paved Shoulder U Pavement i Edge n R I 4" Dotted White Extension Line _ _ _ _ Ci g !i'F Lane -Reduction C> _ A_row _ % f D/4 D/2 D/4 300'-500' D L RIGHT LANE une epos ENDS VJ9-1R MERGE (Optional) LEFT W9-2TL LANE REDUCTION Posted Speed D (ft) L (ft) 30 MPH 460 L=W52 35 MPH 565 40 MPH 670 60 45 MPH 775 L=WS 50 MPH 885 55 MPH 990 60 MPH 1,100 65 MPH 1,200 70 MPH 1,250 75 MPH 1,350 <_ 1 Mile (Auxiliary Lane) Varies (See general note 2) 3' 9' Dotted 8" White Lane Line El O O 48' o ol❑�TYpe I-C o o❑ w N e e e e e w SEE DETAIL B � z 4" White Lane Line ~ o 0 4" Yellow z Broken o }0 0o 0 0 z a SEE DETAIL A 4" Solid Yellow Line � w z o 4" White Lane Line 4" Yellow Broken TYPICAL TWLTL AT ONE-WAY STREET AND RIGHT TURN AUXILIARY LANE Varies (See general note 2) J ❑ n o n SEE DETAIL B o e a N w - > 1 Mile (Lane Drop) Varies 3, g, Dotted 8'oWhite Lone Line Q 48' eLanee Linl Type I-C 4" Line Type II -A -A spaced at 20­�,. (3 ❑ ❑ // N Yellow Broken 4" Solid Yellow J BTypolid White En ❑ ❑ ❑ ❑ 2 o ��E iF iFj Type I -C or s LJz Type II-C-R � e o a e e e e e e spaced at 20' � o ram/' 7 3 n � 9 r Typically eaual to 1/2 the Ienath of storaae lane slMINOR TWO-WASTREET u TYPICAL TWLTL AT TWO-WAY CROSS STREET AND RIGHT TURN LANE DROP J 24" White (typ. ) H w w Gn 0 1. Lane reduction pavement markings are used where the number of through lanes is reduced because of narrowing of the roadway or because of a section of on -street parking in what would otherwise be a through lane. For Texas Super 2 Passing Lanes, see TS2(PL) standard sheets. 2. On divided highways, an additional W9-1R "RIGHT LANE ENDS" sign may be installed in the median aligned with the W9-1R sign on the right side of the highway. 3. Lane reduction arrows are required for speeds of 45 mph or greater. An optional third lane reduction arrow may be added based on engineering judgement. If used, the optional third lane reduction arrow should be centered between the first and last lane reduction arrows. 4. For lane reductions on Freeways and Expressways, signing shall conform to the TxDOT Freeway Signing Handbook. Type II -A -A Markers_ ao 20'�� e e ° ° ° o 8' -1 6' A two-way left -turn (TWLT) lane -use arrow pavement marking should be used at or just downstream from the beginning of a two-way left -turn lone within a corridor. Repeating the marking after each intersection or dedicated turn bay is not required unless stated elsewhere in the plans. TYPICAL TRANSITION FOR TWLTL AND DIVIDED HIGHWAY SEE DETAIL A Type II -A -A Markers--� 20' 0 Optional Dotted 8" White Extension Line. 8" Solid \ White Line (typ.) 1. Lone use word and arrow markings shall be used where through lanes approaching an intersection become mandatory turn lanes. Lane use word and arrow markings should be used in auxiliary lanes of substantial length. Lane use arrow markings or word and arrow markings may be used in other lanes and turn bays for emphasis. Details for words and arrows are as shown in the Standard Highway Sign Designs for Texas. 2. When lane -use words and arrow markings are used, two sets of arrows should be used if the length of the bay is greater than 180 feet. When a single lane use arrow or word and arrow marking is used for a short turn lone, it should be located at or near the upstream end of the full -width turn lane. 3. Use raised pavement marker Type I-C with undivided highways, flush medians and two way left turn lanes. Use raised pavement marker Type II-C-R with divided highways and raised medians. 4. Length of turn bays, including toper, deceleration, and storage lengths shall be as shown on the plans or as directed by the Engineer. MATERIAL SPECIFICATIONS PAVEMENT MARKERS (REFLECTORIZED) DMS-4200 EPDXY AND ADHESIVES DMS-6100 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS-6130 TRAFFIC PAINT DMS-8200 HOT APPLIED THERMOPLASTIC DMS-8220 PERMANENT PREFABRICATED PAVEMENT MARKINGS DMS-8240 All pavement marking materials shall meet the required Departmental Material Specifications as specified by the plans. See general note 3 4" Solid Yellow Line n � n TYPICAL TWO-LANE HIGHWAY INTERSECTION WITH LEFT TURN BAYS ® Traffic 20' 4.. So 1 1 d Safety Ye I I ow L i ne ,Texas Department of Transportation Standard ° a TWO-WAY LEFT TURN LANES, Type I-C ° Type II -A -A 3-4" 3r RURAL LEFT TURN BAYS, 13 Markers 3-4" Typ. ��_OZ AND LANE REDUCTION ° ° PAVEMENT MARKINGS le zoo 8" solid ° \ White Line P M (3) - 2 0 4" Solid C� Yellow Line FILE: pR13 20. d9f1 DN: CK: DW: CK: (C)TOOT CONT SECT DD HIGHWAY DETAIL A DETAIL B 5-00 2- 10 REVISIONS 6-00 2-12 DIST COUNTY SHEET NO. 3-03 6-20 1 1 7 8 zz GENERAL NOTES TC C0 L w 0> TC t O . C U N o0J LL 3++ 00 z �« TL .+W t-U U •- C NN- 2 C 0 t a 4)) o N L L L 0 EL N 00 CCE z 00 NED N o L C o o N o) o N C + wr— ap a o x N XF L N H + L N N 0)L +00 TO U NC n0 0 oL L N 3 O C w L N > 0 0 00. U L W) ao )_n a o T L L 0 L 0 DON 0• L + mr o O yx0 -x+ L H- t o TL 0 1� O O O N C .. N � O K a O + w �E)n f ^NNW) JH L U C + N Y •- 'o o O Shoulder ZJ_J — 5'Max.(See a General Note 1) — 24" White crosswalk — lines White Stop Line Center of crosswalk — line to lane line Lane center I i ne - — - — - — - — - — Center of crosswo I k line to center of — travel lane 4' 6'Min. IN Center of crosswalk line to shoulder line (if shoulder Shoulder is present) HIGH -VISIBILITY LONGITUDINAL CROSSWALK AT CONTROLLED APPROACH Shoulder 24" White 20'-50' ► �� crosswalk lines110. ► Center of crosswalk White Yield ► line to lane line Triangles ► f� White Yield Center of crosswalk Triangles line to center of travel lane . Center of crosswalk line to line (if 20'-50' .I.6�Mi�•i shoulder shoulder is present) See Notes 1 & 2 UNSIGNALIZED MID BLOCK HIGH -VISIBILITY LONGITUDINAL CROSSWALK Shoulder 1. Longitudinal crosswalk lines should not be placed in the wheel path of vehicles. Center the crosswalk lines on travel lanes, lane lines, and shoulder lines (if present). 2. A minimum 6" clear distance shall be provided to the curb face. If the lost crosswalk line falls into this distance it must be omitted. 3. For divided roadways, adjustments in spacing of the crosswalk lines should be made in the median so that the crosswalk lines are maintained in their proper location across the travel portion of the roadway. 4. At skewed crosswalks, the crosswalk lines are to remain parallel to the lane lines. 5. Each crosswalk sholl be a minimum of 6' wide. 6. The High -Visibility Longitudinal Crosswalk is the preferred crosswalk pattern on State Highways. Other crosswalk patterns as shown in the "Texas Manual on Uniform Traffic Control Devices" may be used. All crosswalk designs and dimension shall comply with the "Texas Manual on Uniform Traffic Control Devices." 7. Final placement of Stop Bar/Yield Triangles and Crosswalk shall be approved by the Engineer in the field. MATERIAL SPECIFICATIONS PAVEMENT MARKERS (REFLECTORIZED) DMS-4200 EPDXY AND ADHESIVES DMS-6100 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS-6130 TRAFFIC PAINT DMS-8200 HOT APPLIED THERMOPLASTIC DMS-8220 PERMANENT PREFABRICATED PAVEMENT MARKINGS DMS-8240 All pavement marking materials shall meet the required Departmental Material Specifications as specified by the plans. NOTES 1. Use yield triangles with "Yield Here to Pedestrians" signs at unsignalized mid block crosswalks. 2. Use stop bars with "Stop Here on Red" signs at mid block crosswalks controlled by traffic signals or pedestrian hybrid beacons. ® Traffic Safety ,Texas Department of Transportation Standard CROSSWALK PAVEMENT MARKINGS PM (4) - 20 FILE: pm4-20.dgn DN: I ON: DW: I CK: © TOOT June 2020 CONT ISECTI JOB I HIGHWAY REVISIONS W W � J DIST COUNTY SHEET NnO. 6 TLW ca)� wo� O a•- +LO L}� 0 LOU Ow c a.— Z.- 0 � a0 C ate) 00 4) OLo a)O +LD �c0 awa 04)+ L N D 0,00 a,aL C H t DO 0 cod W X L L N O XLC v d•- �4) 00 �Nw +C0 T3 o+ vaE L L O 0)::)w 0cc N0, L aoo O DOO CL Ono N r cc .-low w +10 a) W O •- 0E+ W N 0 D C wco H Y Il) 0 SIGN SUPPORT DESCRIPTIVE CODES (Descriptive Codes correspond to project estimate and quantities sheets) SM RD SIGN ASSM TY XXXXX (X) XX (X-XXXX) Post Type FRP = Fiberglass Reinforced Plastic Pipe (see SMD(FRP)) TWT Thin -Walled Tubing (see SMD(TWT)) IOBWG = 10 BWG Tubing (see SMD(SLIP-1) to (SLIP-3)) S80 = Schedule 80 Pipe (see SMD(SLIP-1) to (SLIP-3)) Number of Posts (I or 2) Anchor Type UA Universal Anchor Concreted (see SMD(FRP) and (TWT)) UB Universal Anchor Bolted down (see SMD(FRP) and (TWT)) WS = Wedge Anchor Steel - (see SMD(TWT)) WP Wedge Anchor Plastic (see SMD(TWT)) SA = Slipbase Concreted (see SMD(SLIP-1) to (SLIP-3)) SB = Slipbose Bolted Down (see SMD(SLIP-1) to (SLIP-3)) Sign Mounting Designation P = Prefab. "Plain" (see SMD(SLIP-1) to (SLIP-3), (TWT), (FRP)) T = Prefab. "T" (see SMD(SLIP-1) to (SLIP-3), (TWT)) U Prefab. "U" (see SMD(SLIP-1) to (SLIP-3)) IF REQUIRED IEXT or 2EXT = Number of Extensions (see SMD(SLIP-1) to (SLIP-3), (TWT)) BM Extruded Wind Beam (see SMD(SLIP-1) to (SLIP-3)) WC = 1.12 u/ft Wing Channel (see SMD(SLIP-1) to (SLIP-3)) EXAL = Extruded Aluminum Sign Panels (see SMD(SLIP-3)) REQUIRED CLEARANCE FOR BREAKAWAY SUPPORT Non -breakaway portion of support I (i.e., stub). 4" Max. '- Ground Surface To avoid vehicle undercarriage snagging, any substantial remains of a breakaway support, when it is broken away, should not project more than 4 inches above a 60-inch chord (i.e., typical space between wheel paths). No more than 2 sign /\\\�� Acceptable posts should be located \ , \1 within a 7 ft. circle. 1 ) 1 1 7 ft. 7 ft. / � � � � � � diameter i diameter i ` ` circle circle Not Acceptable 1 i 1 i \ 7 ft. // \� 7 ft. diameter i diameter i circle -/ Not Acceptable circle Not Acceptable TYPICAL SIGN ATTACHMENT DETAIL Single Signs Back -to -Back U-bolt Signs � Sign Clamp Sign Post / ` %/ jUP ` Nut, lock �" washer Sign Panel Nylon washer, flat washer, lock washer, nut Bolts used to mount sign panels to the clamp are 5/16-18 UNC galvanized square head with nut, nylon washer, flat washer and lock washer. The bolt length is 1 inch for aluminum. When two sign clamps are used to mount signs back -to -bock, use a 5/16-18 UNC galvanized hex head per ASTM A307 with nut and helical -spring lock washer. The approximate bolt lengths for various post sizes and sign clamp types are given in the table at right. The bolt length may need to be adjusted depending upon field conditions. Sign clamps may be either the specific size clamp or the universal clamp. Nylon washer, flat washer, lock washer,' Sign Panel nut �i Nut, lock washer L Clamp Bolt Sign Panel Nylon washer, flat —� washer, lock washer, Sign Bolt nut Pipe Diameter Approximate Bolt Length Specific Clamp Universal Clamp 2" nominal 3" 3 or 3 1/2" 2 1/2" nominal 3 or 3 1/2" 3 1/2 or 4" 3" nominal 3 1/2 or 4" 4 1/2" SIGN LOCATION PAVED SHOULDERS 12 f+ yINTERSCCTI—\Nl" min 0tomax Travel 7.0 ft min Lane Paved Shoulder LESS THAN 6 FT. WIDE When the shoulder is 6 ft. or less in width, the sign must be placed at least 12 ft. from the edge of the travel lane. 5 ft min** Travel Lone Paved Shoulder 6 ft min HIGHWAY \ INTERSECTION AHEAD , Greater than 6 ft 7.5 ft max Travel 7.0 f y min Lone i Paved Shoulder T-INTERSECTION M, 12 ft min 6 ft min 7.5 ft max 7.0 ft min Travel 1 Lone Shoulder GREATER THAN 6 FT. WIDE When the shoulder is greater than 6 ft in width, When this sign is needed of the end of a two-lane, the sign must be placed of least 6 ft, from the two way roadway, the right edge of the sign should edge of the shoulder, be in line with the centerline of the roadway. Place as close to ROW as practical. BEHIND BARRIER / HIGHWAY \ INTERSECTION \ AHEAD Guard 7.5 ft max Rail 7.0 ft min 2 ft minx* Travel Lone Paved Shoulder WEST EAST 259 259 ROW ---- HIGHWAY ------------------_P A_---------- -- 1 INTERSECTION Paved Shoulder AHEAD Edge of Travel Lane Concrete � max Borrier n 7.0 ft min BEHIND GUARDRAIL IBEHIND CONCRETE BARRIER **Sign clearance based on distance required for proper guard rail or concrete barrier performance. SIGNS WITH PLAQUES I RESTRICTED RIGHT-OF-WAY (When 6 ft min. is not possible.) Q EAST FARM Maximum 14FT414 3713 EAST possible HIGHWAY Z713 M INTERSECTION ROAD 7.5 ft max AHEAD 7.0 ft min * LOW 35 CLEARANCE M.P.H. *D 3 When a supplemental plaque 1 Travel or secondary sign is used, 6 *** Lane the 7 ft sign height is 7.5 ft max measured to the bottom of 7.0 ft min Paved the supplemental plaque Shoulder or secondary sign. Travel Lone 'k, V� — �/ CURB & GUTTER OR RAISED ISLAND 2 ft �{ 2 ft min � HIGHWAY min INTERSECTION AHEAD max Face of nn 7.0 ft min * Face of Curb II II Curb d e Paved Shoulder Right-of-way restrictions may be created by rocks, water, vegetation, forest, buildings, a narrow island, or other factors. In situations where a lateral restriction prevents the minimum horizontal clearance from the edge of the travel lone, signs should be placed as for from the travel lone as practical. *** Post may be shorter if protected by guardrail or if Engineer determines the post could not be hit due to extreme slope. STOP * Signs sholl be mounted using the following condition that results in the greatest sign elevation: (1) a minimum of 7 to a maximum of 7.5 feet above the edge of the travel lone or (2) a minimum of 7 to a maximum of 7.5 feet above the grade at the base of the support when sign is installed on the backslope. The maximum values may be increased when directed by the Engineer. See the Traffic Operations Division website for detailed drawings of sign clamps, Triangular Slipbase System components and Wedge Anchor System components. The website address is: http://www.txdot.gov/publications/traffic.htm Texas Deportment of Tronsportotion Traffic Operations Division SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS GENERAL NOTES & DETAILS SMD (GEN) —08 (C)TXDOT July 2002 1 DR: TXDOT CK: TXDOT DW: TXDOT I CK: TXDOT 9 - 08 REVISIONS I CONT SECT JOB I HIGHWAY DIST I COUNTY SHEET NO. TL N C 7 > O w o+•- O a TC 0 C [+L O L L L O O O'er C T+ Z -0 aOU 00S +L� oO OOL Lc0 d y 0 Ud+ � » L N U Q, W o,0L C DO 0 -H+ cow W X L H L N 0 XLC a) 4) 00 �wr +oo c �T3N a+ q)0 E CI L L L O7w 0 0. Ucc N O+O L 1000 O CO L L Ono +XD N � cO N ­ow c +aim O •- 0E+ a, w.« w•- 0 7 D C uco Hyw TRIANGULAR SLIPBASE INSTALLATION GENERAL REQUIREMENTS Bolt Keeper Plate 5/8" structural bolts (3), nuts (3), and washers (6) per ASTM A325 or A449 and - galvanized per Item 445 "Galvanizing." Bolt length is 2 1/2". 4" Max. __ Stub 3/4 " diameter hole. Provide a 7" x 1/2" diameter rod or #4 rebar. Class A concrete Non -reinforced concrete footing (shall be used unless noted - elsewhere in the plans). Foundation should take approx. 2.5 cf of concrete. SM RD SGN ASSM TY XXXXX(X)SA(X-XXXX) Post 10 BWG Tubing or Schedule 80 Pipe (See General Note 3) Slip Base Washers if required by manufacturer 36" 42" 12" min. 24" max. NOTE There are various devices approved for the Triangular Slipbose System. Please reference the Material Producer List for approved slip base systems. http://www.txdot.gov/business/producer_list.htm The devices shall be installed per manufacturers' recommendations. Installation procedures shall be provided to the Engineer by Contractor. CONCRETE ANCHOR 6" min to edge or joint 5/8" diameter Concrete Anchor - 8 places (embed a minimum of 5 1/2" and torque to min, of 50 ft-lbs). Anchor may be expansion or adhesive type. Concrete anchor consists of 5/8" diameter stud bolt with UNC series bolt threads on the upper end. Heavy hex nut per ASTM A563, and hardened washer per ASTM F436. The stud bolt shall have a minimum yield and ultimate tensile strength of 50 and 75 KSI, respectively. Nuts, bolts and washers shall be galvanized per Item 445, "Galvaniz- ing." Adhesive type anchors shall have stud bolts installed with Type III epoxy per DMS-6100, "Epoxies and Adhesives." Adhesive anchors may be loaded after adequate epoxy cure time per the manufacturer's recommendations. Top of bolt shall extend at least flush with top of the nut when installed. The anchor, when installed in 4000 psi normal - weight concrete with a 5 1/2" minimum embedment, shall have a minimum allowable tension and shear of 3900 and 3100 psi, respectively. GENERAL NOTES: 1. Slip base shall be permanently marked to indicate manufacturer. Method, design, and location of marking are subject to approval of the TxDOT Traffic Standards Engineer. 2. Material used as post with this system shall conform to the following specifications: 10 BWG Tubing (2.875" outside diameter) 0.134" nominal wall thickness Seamless or electric -resistance welded steel tubing or pipe Steel shall be HSLAS Gr 55 per ASTM A1011 or ASTM A1008 Other steels may be used if they meet the following: 55,000 PSI minimum yield strength 70,000 PSI minimum tensile strength 20% minimum elongation in 2" Wall thickness (uncoated) shall be within the range of 0.122" to 0.138" Outside diameter (uncoated) shall be within the range of 2.867" to 2.883" Galvanization per ASTM A123 or ASTM A653 G210. For precoated steel tubing (ASTM A653), recoat tube outside diameter weld seam by metallizing with zinc wire per ASTM B833. Schedule 80 Pipe (2.875" outside diameter) 0.276" nominal wall thickness Steel tubing per ASTM A500 Gr C Other seamless or electric -resistance welded steel tubing or pipe with equivalent outside diameter and wall thickness may be used if they meet the following: 46,000 PSI minimum yield strength 62,000 PSI minimum tensile strength 21% minimum elongation in 2" Wall thickness (uncoated) shall be within the range of 0.248" to 0.304" Outside diameter (uncoated) shall be within the range of 2.855" to 2.895" Galvanization per ASTM A123 3. See the Traffic Operations Division website for detailed drawings of sign clamps and Texas Universal Triangular Slipbose System components. The website address is: http://www.txdot.gov/publications/traffic.htm 4. Sign supports shall not be spliced except where shown. Sign support posts shall not be spliced. ASSEMBLY PROCEDURE Foundation 1. Prepare 12-inch diameter by 42-inch deep hole. If solid rock is encountered, the depth of the foundation may be reduced such that it is embedded a minimum of 18 inches into the solid rock. 2. The Engineer may permit batches of concrete less than 2 cubic yards to be mixed with a portable, motor -driven concrete mixer. For small placements less than 0.5 cubic yards, hand mixing in a suitable container may be allowed by Engineer. Concrete shall be Class A. 3. Push the pipe end of the slip base stub into the center of the concrete. Rotate the stub back and forth while pushing it down into the concrete to assure good contact between the concrete and stub. Continue to work the stub into the concrete until it is between 2 to 4 inches above the ground. 4. Plumb the stub. Allow a minimum of 4 days to set, unless otherwise directed by the Engineer. 5. The triangular slipbose system is multidirectional and is designed to release when struck from any direction. Support 1. Cut support so that the bottom of the sign will be 7 to 7.5 feet above the edge of the trove Iway (i.e., edge of the closest lane) when slip plate is below the edge of pavement or 7 to 7.5 feet above slip plate when the slip plate is above the edge of the trovelway. The cut shall be plumb and straight. 2. Attach sign to support using connections shown. When multiple signs are installed on the some support, ensure the minimum clearance between each sign is maintained. See SMD(SLIP-2) for clearances based on sign types. SM RD SGN ASSM TY XXXXX(X)SB(X-XXXX) Q; TL N 0> 00+ U•- +r0 L+L L0 LOU Ow c 3 T+ o+- Z _ 0 aW 00 a00 4) OLO —W EO +LD OOL Lc0 aww od+ -» L W ) Q, U)0 N O L c .-�+ DO 0 cod W X L L N O XLC 00 W) +ro T3 vaE > )> oc.0 U) O +O L 1000 O DO O COL 000 +XO N CO Nlow L +a:m oE+ W N� m•- O ADC wco H Y Iq f a I \ I ' it \I I I I \ 1 JJi \I r \ 11 / 4±1 \ JT I/c - —n I r 1 ±''/z I ± �/z \ , J ,J SM RD SGN ASSM TY XXXXX(I)XX(P) _ J r 6+1 SM RD SGN ASSM TY XXXXX(1)XX(U) "U" Extender I� �I I\ L\ ,I ' J See 1 Detail F I � _ I I J I I II 1I I I` ,I I� \ L\ _J L - I I I I I I SM RD SGN ASSM TY S80(1)XX(U-1EXT) -Z------\ \ , k � / I I I ±'/z I 1 L J SM RD SGN ASSM TY XXXXX(1)XX(T) f 18 I I I I I W(max)=6FT H I I I I I I I l f- W 39 39 2 W SM RD SGN ASSM TY XXXXX(1)XX(U) I I I I I I I\ ,I -j \ J r I � I I r I I I I I I I I I J See Detail E ONE-WAY Gap between (R6-1) or� plaques Street Name shall be Sign 4 1 (if required) - - - - ---- --t x STOP (R1-1) / or / 1 YIELD (R1-2) / See � Extruded Alum. Windbeam Detail D ` (See SMD(2-1)) PLAQUE = 1 - variable length STOP = 2 - 32 inch pieces YIELD 1 8 inch piece & 1 32 inch piece SM RD SGN ASSM TY XXXXX(1)XX(P-BM) SM RD SGN ASSM TY S80(1)XX(U-2EXT) 0.25 H - - - - - - - - W(max)=BFT - - - - - - - - - H I I L---- ---- ----I --I0.2W 0.6W0.2W W �1.12 u/ft Wing Channel r � I 11 I I I I/ 40 I( )I I( �I I I( �/I I\ r- e - r- - - r- 0111 '/2 38 38 Nylon washer, Aluminum 5/16" x 1 3/4" Sign hex bolt with Panel nut, lock washer, 2 flat washers per ASTM A307 galvanized per Item 445, "Galvanizing." Wing Channel Top View Detail A See .r Detail A �I I See iJ Detail B I -, See Detail C Aluminum Sign Panel SM RD SGN ASSM TY XXXXX(1)XX(U-WC) (See Note 11) I I I I I I I I I I I I I W(max)=6FT I I I I I I I I I I I �1 I I I I I � w 5W g I I I 1 SM RD SGN ASSYM TY XXXXX(2)XX(P) All dimensions are in english unless detailed otherwise. SM RD SGN ASSM TY XXXXX(1)XX(T) (■ See Note 12> Wing Channel Side View SIDE VIEW 3/8" x 3 1/2" square head bolt, nut, flat washer and lock washer per ASTM A307 galvanized per Item 445 "Galvanizing." (Bolt length may vary depending on sign clamp type and pipe diameter.) Wi Ch Sign Clamp (Specific or Universol) 5/16" x 3 3/4" hex bolt with nut, lock washer and flat washer per ASTM A307 galvanized per Item 445, "Galvanizing." Top View Detail B Drill 7/16" hole 3/8" x 3 1/2" heavy hex (through) after bolt with nut, lock washer assembly and install and 2 flat washers per ASTM bolt, nut, 2 flat washers and 1 1/2 A307 galvanized per lock washer. Item 4/4�5 "Galvanizing." Extender —_ � � I I I ® U-Bracket Splices shall only be allowed behind the sign substrate. Nylon washer, 5/16" x 1 3/4" hex bolt with nut, lock washer, 2 flat washers per ASTM A307 galvanized per Item 445, "Galvanizing." 5/16" x 3/4" hex bolt with nut, lock washer and 2 flat washers per ASTM A307 galvanized per Item 445, "Galvanizing." Detail C TOP VIEW Extruded Aluminum Windbeam (see SMD(2-1)) Sign Clamp (Specific or Universal) Detail D FRICTION CAP DETAIL -. 05" Skirt Variation I Pipe O.D. 1175mimox Depth-.025"•.010" Rolled Crimp to engage pipe O.D. Pipe O.D. 025"t.010" LJ Post T&U Bracket 1/2" x 4" heavy hex bolt, nut, lock I washer and 2 flat L _ _ _ _I washers per ASTM A307 galvanized per Item 445, "Galvanizing." I I I I I I Post Detail E Sign Clamp (Specific or Universal) GENERAL NOTES: SIGN SUPPORT # OF POSTS MAX. SIGN AREA 10 BWG 1 16 SF 10 BWG 2 32 SF Sch 80 1 32 SF Sch 80 2 64 SF 2. The Engineer may require that a Schedule 80 post be used in place of a 10 BWG where a sign height is abnormally high due to a fill slope. 3. Sign supports shall not be spliced except where shown. Sign support posts shall not be spliced. 4. Aluminum sign blanks shall conform to Departmental Material Specifications DMS-7110 and shall have the following minimum thicknesses: 0.080 for signs less than 7.5 sq. ft., 0.100 for signs 7.5 to 15 sq. ft., and 0.125 for signs greater than 15 sq. ft. 5. Signs that require specific supports due to reasons in addition to windlooding are indicated on the "REQUIRED SUPPORT" table on this sheet. 6. For horizontal rectangular signs fabricated from flat aluminum, T-brackets are used for signs 24 inches or less in height. U-brackets are used for signs of greater height. 7. When two triangular slipbase supports are used to support a single sign, they shall not be "rigidly" connected to each other except through the sign panel. This will allow each support to act independently when impacted by an errant vehicle. 8. Wing channel shall meet ASTM A 1011 SS Gr 50 and be galvanized per ASTM A 123. 9. Excess pipe, wing channel, or windbeam shall be cut off so that it does not extend beyond the sign panel (i.e., excess support shall not be visible when the sign is viewed from the front.) Repair galvanized coating at cut support ends per Item 445, "Galvanizing." 10.Additional route markers may be added vertically, provided the total sign area does not exceed the maximum allowable amount per Note 1. 11.Additional sign clamp required on the 7-bracket" post for 24 inch height signs. Place the clamp 3 inches above bottom of sign when possible. 12.Post open ends shall be fitted with Friction Caps. 13.Sign blanks shall be the sizes and shapes shown on the plans. REQUIRED SUPPORT SIGN DESCRIPTION SUPPORT 48-inch STOP sign (R1-1) TY 10BWG(1)XX(T) TY 10BWG(I)XX(P-BM) > 60 inch YIELD sign (R1 2) TY 10BWG(1)XX(T) L TY IOBWG(L)XX(P-BM) 0 48xl6-inch ONE-WAY sign (136-1) TY IOBWG(1)XX(T) TY 10BWG(1)XX(P-BM) 36x48, 48x36, and 48x48-inch signs TY 10BWG(1)XX(T) 48x60-inch signs TY S80(1)XX(T) 48x48-inch signs (diamond or square) TY 10BWG(1)XX(T) 0$ 48x60-inch signs TY S80(1)XX(T) •c 0 48-inch Advance School X-ing sign (51-1) TY IOBWG(1)XX(T) i 48-inch School X-ing sign (52-1) TY IOBWG(1)XX(T) Large Arrow sign (W1-6 & W1-7) TY 10BWG(1)XX(T) Friction caps may be manufactured from hot rolled or cold rolled steel sheets. The minimum sheet metal thickness shall be 24 gauge for all cap sizes. The rim edges shall be reasonably straight and smooth. Caps shall be sized and formed in such a manner as to produce o drive -on friction fit and have no tendency to rock when seated on the pipe. The depth shall be sufficient to give positive protection against entrance of rainwater. They shall be free of sharp creases or indentations and show no evidence of metal fracture. Caps shall have an electrodeposited coating of zinc in accordance with the requirements of ASTM B633 Class FE/ZN 8. TL N C> O ca w 0+ O a•- +c0 C+L o , L L L O U Ow c 3 T+ o+— Z - 0 Ovio aOU 00S -co +L0 0 OOL LC0 d y 0 Uq)+ cE— L W a,wo 0)0L c DO 0 DO a W �X L H L N O O a XLC a) a) •- �> o0 a,wr + 0 L C0 �T3N o+ q)0 E CI L L L a) 7 w >a a L occ N O+O L aoo 1oH O COL Ono +XD WIC 0 ­ow O l E 0•- a, w � w•- O 7DC �co H Y •1q W(min)>8FT 0.25 H— — W(max)=16FT— — — — — — — — — — — — — — — — — — — — — r — — Wing Channel Nylon washer, 5/16" x 2 1/2" hex bolt with nut, lock washer, � H 2 flat washers II— — — — — See Detail CT — —— — — — — — — — — — — — — per ASTM A307 galvanized per Item 445, 0.15W 0.7W 0.15W "Galvanizing." W SM RD SGN ASSM TY XXXXX(1)XX(T-2EXT) ( See Note 12) Sign Extruded Alum. Windbeam (See Detail D on SMD (SLIP-2)) Side View Panel or 1.12 #/ft Wing Channel (See Detail A and Detail B) Detail B r— — — — — — — — — — — — — — — — — — — — — — -- 8„ See Detail W(mox)=15FT H See Detail I ................................................................ ............................. — — — — — — — — — — — — — — — — — — — — JI 8 1/2" 1 8 1/2" W-39" 39" W-39" 2 2 W SM RD SGN ASSM TY XXXXX(I)XX(U-XX) I I I I I I I I Sign Clamp — — — L L _ _ _ _ _ _ _I_I_ _ _ Sign (Specific or Panel Universal) Wing Channel Nylon washer, 5/16" x 4 1/2" hex bolt with nut, lock washer, 2 flat washers per ASTM A307 galvanized per Top View Item 445, "Galvanizing." Detai I A Nylon washer, 5/16" x 4 1/2" hex bolt with nut, lock washer, 2 flat washers per ASTM A307 galvanized per Item 445, "Galvanizing." Sign Clamp (Specific or Universal) J 3/8" x 1" square head bolt and nut Extruded Aluminum Panel w variable 1 variable T 12" 2 7/8" O.D. Slip base Sch. 80 steel pipe Typical Sign Mount SM RD SGN ASSM TY S80(2)XX(P-EXAL) �E Additional stiffener placed at approximate center of signs when sign width is greater than 10'. 6" panel should be placed at the top of sign for prc--- Sign Clamp See Detail D 2 7/8" O.D. Sch. 80 or IOBW Slip base steel pipe Detail D Extruded Aluminum Sign With T Bracket ww EXTRUDED ALUMINUM SIGN WITH T BRACKET a� o� 6" 12" Bracket 3/8" x 4" heavy hex Drill 7/16" hole bolt with nut, lock washer (through) after and 2 flat washers per ASTM assembly and install A307 galvanized per bolt, nut, 2 flat Item 445 "Galvanizing." washers and 1 1/2" / lock washer, j II I ZZ Extender II I II I II I \I Detail C \ ® T-Bracket Splices shall only be allowed behind the sign substrate. S3x5. 7 I I iffeners attached with post clamps (See SMD(2-1) for additional details) Sign Clamps (Specific or I/ Universal) \ W W 3/8" x 4 1/2" square head bolt, nut, flat washer and lock washer per ASTM A307 galvanized per Item 445, "Galvanizing." Detail E See Detail E for clamp installation 6" Nil IN 1 1 III■ 1 , III■ - _ I Use Extruded Alum. Windbeam as stiffeners See SMD (2-1) for additional details See Detail E for clamp installation GENERAL NOTES: SIGN SUPPORT # OF POSTS MAX. SIGN AREA 10 BWG 1 16 SF 10 BWG 2 32 SF Sch 80 1 32 SF Sch 80 2 64 SF 2. The Engineer may require that a Schedule 80 post be used in place of a 10 BWG where a sign height is abnormally high due to a fill slope. 3. Sign supports shall not be spliced except where shown. Sign support posts shall not be spliced. 4. Aluminum sign blanks shall conform to Departmental Material Specifications DMS-7110 and shall have the following minimum thicknesses: 0.080 for signs less than 7.5 sq. ft., 0.100 for signs 7.5 to 15 sq. ft., and 0.125 for signs greater than 15 sq. ft. 5. Signs that require specific supports due to reasons in addition to windloading are indicated on the "REQUIRED SUPPORT" table on this sheet. 6. For horizontal rectangular signs fabricated from flat aluminum, T-brackets are used for signs 24 inches or less in height. U-brackets are used for signs of greater height. 7. When two triangular slipbase supports are used to support a single sign, they shall not be "rigidly" connected to each other except through the sign panel. This will allow each support to act independently when impacted by an errant vehicle. 8. Wing channel shall meet ASTM A 1011 SS Gr 50 and be galvanized per ASTM A 123. 9. Excess pipe, wing channel, or windbeam shall be cut off so that it does not extend beyond the sign panel (i.e., excess support shall not be visible when the sign is viewed from the front.) Repair galvanized coating at cut support ends per Item 445, "Galvanizing." 10.Sign blanks shall be the sizes and shapes shown on the plans. 11.Additional sign clamp required on the "T-bracket" post for 24 inch high signs. Place the clamp 3 inches above bottom of sign when possible. 12.Post open ends shall be fitted with Friction Caps. REQUIRED SUPPORT SIGN DESCRIPTION SUPPORT 48 inch STOP sign (131 1) TY 10BWG(1)XX(T) TY 10BWG(1)XX(P-BM) > 60-inch YIELD sign (131-2) TY 10BWG(1)XX(T) L TY IOBWG(1)XX(P-BM) 48xl6-inch ONE-WAY sign 1R6-1) TY IOBW _0 - TY 108WG(I >XX(X(PBM) 36x48, 48x36, and 48x48-inch signs TY 10BWG(1)XX(T) 48x60-inch signs TY S80(1)XX(T) 48x48-inch signs (diamond or square) TY 10BWG(1)XX(T) 48x60-inch signs TY S80(1)XX(T) C c L 48-inch Advance School X-ing sign (51-1) TY IOBWG(I)XX(T) O i 48-inch School X-ing sign (S2-1) TY IOBWG(1)XX(T) Large Arrow sign (W1-6 & W1-7) TY 10BWG(1)XX(T) TC C0 o.o ' L oro TC t O . C U 01 O u1 L N J LL 3++ 00 z �« TL .+W t—rn U •- C NN- 2 cc J t N o N L L L 0 a d 00 CCE zW o NED C o o N a,0 wr- O J oo4) ox XF L L . (? L L N 0)L L > L +NO '00 n o •- .0L L N 3 O C W L N U1 o L 0 C1 C➢ L 0 Sao - E T L .0 C O L of 0 '0L L Cod 0 t + ya o yo 0 -x+ L H- t o TL moo 0 0 0 ..v4)o Sao+ w JEIn f ^N N1q QL•-•- JH L U + V) C o Y - 'o O REQUIREMENTS FOR RED BACKGROUND REGULATORY SIGNS (STOP, YIELD, DO NOT ENTER AND WRONG WAY SIGNS) STOPYIELD DO NOT WRONG �NT E R WAY REQUIREMENTS FOR FOUR SPECIFIC SIGNS ONLY SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND RED TYPE B OR C SHEETING BACKGROUND WHITE TYPE B OR C SHEETING LEGEND & BORDERS WHITE TYPE B OR C SHEETING LEGEND RED TYPE B OR C SHEETING REQUIREMENTS FOR WARNING SIGNS TYPICAL EXAMPLES SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND FLOURESCENT YELLOW TYPE BFLOR CFLSHEETING LEGEND & BORDERS BLACK ACRYLIC NON -REFLECTIVE FILM LEGEND & SYMBOLS ALL OTHER TYPE B OR C SHEETING REQUIREMENTS FOR WHITE BACKGROUND REGULATORY SIGNS (EXCLUDING STOP, YIELD, DO NOT ENTER AND WRONG WAY SIGNS) SPE LIM 591 'f TYPICAL EXAMPLES SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND WHITE TYPE A SHEETING BACKGROUND ALL OTHERS TYPE B OR C SHEETING LEGEND,BORDERS AND SYMBOLS BLACK ACRYLIC NON -REFLECTIVE FILM LEGEND,BORDERS AND SYMBOLS ALL OTHER TYPE B OR C SHEETING REQUIREMENTS FOR SCHOOL SIGNS GENERAL NOTES 1. Signs to be furnished shall be as detailed elsewhere in the pions and/or as shown on sign tabulation sheet. Standard sign designs and arrow dimensions can be found in the "Standard Highway Sign Designs for Texas" (SHSD). 2. Sign legend shall use the Federal Highway Administration (FHWA) Standard Highway Alphabets (B, C, D, E, Emod or F). 3. Lateral spacing between letters and numerals shop conform with the SHSD, and any approved changes thereto. Lateral spacing of legend shall provide a balanced appearance when spacing is not shown. 4. Black legend and borders shall be applied by screening process or cut-out acrylic non -reflective black film to background sheeting, or combination thereof. 5. White legend and borders shall be applied by screening process with transparent colored ink, transparent colored overlay film to white background sheeting or cut-out white sheeting to colored background sheeting, or combination thereof. 6. Colored legend shall be applied by screening process with transparent colored ink, transparent colored overlay film or colored sheeting to background sheeting, or combination thereof. 7. Sign substrate shall be any material that meets the Departmental Material Specification requirements of DMS-7110 or approved alternative. 8. Mounting details for roadside mounted signs are shown in the "SMD series" Standard Plan Sheets. ALUMINUM SIGN BLANKS THICKNESS Square Feet Minimum Thickness Less than 7.5 0.080 7.5 to 1 5 0.100 Greater than 15 0.125 DEPARTMENTAL MATERIAL SPECIFICATIONS SCHOOL ALUMINUM SIGN BLANKS DMS-7110 SPEED SIGN FACE MATERIALS DMS 8300 LIMIT 20 WHEN The Standard Highway Sign Designs for Texas (SHSD) FLASHING can be found at the following website. http://www.txdot.gov/ TYPICAL EXAMPLES SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND WHITE TYPE A SHEETING BACKGROUND FLOURESCENT TYPE B OR C SHEETING FL FL YELLOW GREEN LEGEND,BORDERS AND SYMBOLS BLACK ACRYLIC NON -REFLECTIVE FILM SYMBOLS RED TYPE B OR C SHEETING 0 Traffic Operations ,Texas Department of Transportation Standon TYPICAL SIGN REQUIREMENTS TSR(4)-13 FILE: tsr4-13.dgn DN: Tx DOT CK:TxDOT DW: Tx DOT I CK:TxDOT ©TxDOT October 2003 CONT SECT JOB I HIGHWAY REVISIONS 12-03 7-13 9-08 DIST I COUNTY SHEET N0. ❑8 Wd ui uJ L o0 cn :)z z o do` Pi g z F a ■`' S �p'(E....... TFk III •SCOT.. SCHM.. �j 105151 :Wi y•; i G 1 7/2021 H _ wa � x Lu W W ~ O¢ �� �Y U -¢ =u' z ao w LU �� ww ova U _ '/�v Z O� N Q Q O Z C W G W U) J J m � m M Q U y 0 U = U 185 SHEET1OF2 SUMMARY OF LIGHT POLE DETAILS POLE N0. POLE LOCATIONS WATT TYPE POLE/FIXTURE STANDARD TYPE 30" DRILLED SHAFT LENGTH (FT) ROADWAY STATION OFFSET A-01 114TH STREET 31+77.80 45.91' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 A-02 114TH STREET 27+87.76 45.53' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 A-03 114TH STREET 24+26.05 45.73' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 A-04 114TH STREET 21+55.65 45.80' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 A-05 114TH STREET 18+70.85 45.58' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 A-06 114TH STREET 14+70.20 45.57' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 A-07 114TH STREET 10+10.00 49.30' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 A-08 114TH STREET 6+52.95 62.63' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 B-01 114TH STREET 35+06.82 45.48' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 B-02 114TH STREET 38+11.24 45.70' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 B-03 114TH STREET 40+73.50 45.44' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 B-04 114TH STREET 45+25.20 45.55' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 B-05 114TH STREET 49+58.02 53.24' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 B-06 114TH STREET 52+10.65 53.24' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 B-07 114TH STREET 54+91.72 53.24' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 B-08 114TH STREET 57+26.62 53.23' LT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 C-01 114TH STREET 30+01.39 45.52' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 C-02 114TH STREET 25+51.84 45.39' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 C-03 114TH STREET 22+91.91 43.62' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 C-04 114TH STREET 20+06.24 45.36' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 C-05 114TH STREET 17+06.67 46.38' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 C-06 114TH STREET 12+27.54 45.96' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 C-07 114TH STREET 8+36.34 45.43' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 D-01 114TH STREET 33+48.73 45.56' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 D-02 114TH STREET 36+61.44 45.49' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 D-03 114TH STREET 39+55.50 45.64' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 D-04 114TH STREET 42+01.11 45.59' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 D-05 114TH STREET 47+36.35 53.24' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 D-06 114TH STREET 50+24.66 53.24' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 D-07 114TH STREET 53+77.07 53.48' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 D-08 114TH STREET 56+78.85 63.23' RT 250-EO LED IN RD IL (TY SA) 30T-8 (250W EO) LED 10 SUMMARY OF GROUND BOXES SHEET N0. GROUND BOX # GROUND BOX DESCRIPTION CHAIN STATION SIDE ILLUMINATION LAYOUT (SHEET 2 OF 3) GB 1 GROUND BOX TY A (12231 1 )W/APRON 114TH STREET 33+59.95 LEFT ILLUMINATION LAYOUT (SHEET 2 OF 3) GB 2 GROUND BOX TY A (12231 1 )W/APRON 114TH STREET 42+03.63 LEFT ILLUMINATION LAYOUT (SHEET 2 OF 3) GB 3 GROUND BOX TY A (12231 1 )W/APRON 114TH STREET 43+85.94 LEFT ILLUMINATION LAYOUT (SHEET 2 OF 3) GB 4 GROUND BOX TY A (12231 1 )W/APRON 114TH STREET 31+04.57 LEFT ILLUMINATION LAYOUT (SHEET 2 OF 3) GB 5 GROUND BOX TY A (12231 1 )W/APRON 114TH STREET 31+04.58 RIGHT ILLUMINATION LAYOUT (SHEET 2 OF 3) GB 6 GROUND BOX TY A (12231 1 )W/APRON 114TH STREET 42+23.02 RIGHT ILLUMINATION LAYOUT (SHEET 2 OF 3) GB 7 GROUND BOX TY A (12231 1 )W/APRON 114TH STREET 43+68.05 RIGHT ELECTICAL SERVICE POLE SHEET N0. ELECTRICAL SERVICE DESCRIPTION (SEE ED(5) -14) SERVICE CONDUIT SIZE SERVICE CONDUCTORS NO./SIZE SAFETY SWITCH AMPS MAIN CKT. BRK. POLE/AMP TWO -POLE CONTACTOR AMPS PANELED/LOADCENTER AMP RATING CIRCUIT N0. BRANCH CKT. BKR. POLE/AMPS BRANCH CIRCUIT AMPS KVA LOAD ES-1 188 ELC SRV TY A 240/480 1 1/4" 3/#6 N/A 2P/60 2P/ 60 N/A A 2P/20 2.8 2.7 (Northside) 060 (NS)SS(E)SP(0) B 2P/20 2.8 ES-2 188 ELC SRV TY A 240/480 1 1/4" 3/�6 N/A 2P/60 2P/ 60 N/A C 2P/20 2.45 2.5 (Southside) 060 (NS)SS(E)SP(0) D 2P/20 2.8 ❑8 WZ$Lu uJ L 00 ¢V � z z o do` Pi g F z a ■`' S �p'(E....... TFk III �; •' �•1.... SCHMIDT �j 105151 :Wi y•; G 1���� ��:�-1 T/ 1 7/2021 H _ wQ W w t+y W Q O �/ ~ �� 2Y U -Q z 0 a0 o �� w ww o �� _ v Z O� N Q Q O Z_ :ui ui �� U) J J M m � m W U Q = y 186 SHEET2OF2 SUMMARY OF CONDUIT AND CONDUCTORS CONDUIT RUN N0. CIRCUITS CONTAINED IN RUN RUN LENGTH (FEET) GROUND SIZE & LENGTH (FT) CONDUCTOR SIZE & LENGTH (FT) CONDUIT SIZE & LENGTH (FT) N0. 8 BARE N0. 8 INSULATED 2" PVC SCHD2" 40 (TRENCH) PVC SCHD 40 (BORE) 2" RM CONDUIT 1 A, B 35 40 160 35 0 0 2 A 185 190 760 185 0 0 3 A 390 395 790 390 0 0 4 A 360 365 730 360 0 0 5 A 270 275 550 270 0 0 6 A 285 290 580 285 0 0 7 A 400 405 810 400 0 0 8 A 460 465 930 350 110 0 9 A 345 350 700 345 0 0 10 B 150 155 310 150 0 0 11 B 305 310 620 265 40 0 12 B 265 270 540 265 0 0 13 B 130 135 270 130 0 0 14 B 180 185 370 25 155 0 15 B 140 145 290 140 0 0 16 B 435 440 880 380 55 0 17 B 255 260 520 215 40 0 18 B 280 285 570 235 45 0 19 B 235 240 480 195 40 0 20 C, D 30 35 70 30 0 0 21 C, D 105 110 220 40 65 0 22 C 105 110 220 105 0 0 23 C 450 455 910 385 65 0 24 C 260 265 530 260 0 0 25 C 285 290 580 285 0 0 26 C 300 305 610 260 40 0 27 C 480 485 970 480 0 0 28 C 390 395 790 285 105 0 29 D 245 250 500 245 0 0 30 D 315 320 640 290 25 0 31 D 295 300 600 270 25 0 32 D 245 250 500 220 25 0 33 D 20 25 50 20 0 0 34 D 145 150 300 15 130 0 35 D 370 375 750 370 0 0 36 D 290 295 590 225 65 0 37 D 355 360 720 285 70 0 38 D 300 305 610 225 75 0 SUBTOTALS 10,280 21,020 8,915 1,175 0 VOLTAGE DROP: CIRCUIT A RUN N0. CURRENT ADDTN'L DISTANCE WIRE WIRE CURRENT VOLTAGE RUNNING THIS BRANCH TO NEXT SIZE RESISTANCE RUNNING DROP TOTAL RUN CURRENT RUN A.W.G. TOTAL VOLTAGE IF ANY DROP (AMPS) (AMPS) (FEET) (N0.) (OHMS/FEET) (AMPS) (VOLTS) (VOLTS) 9 0.35 345 a 0.001308 0.35 0. 16 0. 16 8 0.35 460 8 0.001308 0.70 0.42 0.58 7 0.35 40o a 0.001308 1.05 0.55 1.13 6 0.35 285 8 0.001308 1.40 0.52 1.65 5 0.35 270 a 0.001308 1.75 0.62 2.27 4 0.35 36o s 0.001308 2.10 0.99 3.26 3 0.35 390 8 0.001308 2.45 1.25 4.51 2+1 0.35 22o s 0.001308 2.80 0.81 5.31 VOLTAGE DROPS CIRCUIT B RUN NO. CURRENT ADDTN'L DISTANCE WIRE WIRE CURRENT VOLTAGE RUNNING THIS BRANCH TO NEXT SIZE RESISTANCE RUNNING DROP TOTAL RUN CURRENT RUN A. W. G. TOTAL VOLTAGE IF ANY DROP (AMPS) (AMPS) (FEET) (N0.) (OHMS/FEET) (AMPS) (VOLTS) (VOLTS) 19 0.35 235 8 0.001308 0.35 0. 11 0. 11 18 0.35 280 8 0.001308 0.70 0.26 0.36 17 0.35 255 s 0.001308 1.05 0.35 0.71 16 0.35 435 8 0.001308 1.40 0.80 1.51 15+14+13 0.35 450 8 0.001308 1.75 1.03 2.54 12 0.35 265 8 0.001308 2.10 0.73 3.27 11 0.35 305 8 0.001308 2.45 0.98 4.25 1 0+ 1 0. 35 1 85 8 0. 001 308 2. 80 0. 68 4. 92 VOLTAGE DROPS CIRCUIT C RUN N0. CURRENT ADDTN'L DISTANCE WIRE WIRE CURRENT VOLTAGE RUNNING THIS BRANCH TO NEXT SIZE RESISTANCE RUNNING DROP TOTAL RUN CURRENT RUN A.W.G. TOTAL VOLTAGE IF ANY DROP (AMPS) (AMPS) (FEET) (N0.) (OHMS/FEET) (AMPS) (VOLTS) (VOLTS) 28 0.35 390 a 0.001308 0.35 0.18 0.18 27 0.35 480 8 0.001308 0.70 0.44 0.62 26 0.35 300 8 0.001308 1.05 0.41 1.03 25 0.35 285 8 0.001308 1.40 0.52 1.55 24 0.35 260 8 0.001308 1.75 0.60 2.15 23 0.35 450 8 0.001308 2.10 1.24 3.38 22+21 +20 0.35 240 s 0. 001 308 2. 45 0. 77 4. 15 VOLTAGE DROP: CIRCUIT D RUN NO. CURRENT ADDTN'L DISTANCE WIRE WIRE CURRENT VOLTAGE RUNNING THIS BRANCH TO NEXT SIZE RESISTANCE RUNNING DROP TOTAL RUN CURRENT RUN A.W.G. TOTAL VOLTAGE IF ANY DROP (AMPS) (AMPS) (FEET) (N0.) (OHMS/FEET) (AMPS) (VOLTS) (VOLTS) 38 0.35 300 8 0.001308 0.35 0.14 0.14 37 0.35 355 s 0.001308 0.70 0.33 0.46 36 0.35 290 8 0.001308 1.05 0.40 0.86 35+34+33 0.35 535 8 0.001308 1.40 0.98 1.84 32 0.35 245 8 0.001308 1.75 0.56 2.40 31 0.35 295 8 0.001308 2.10 0.81 3.21 30 0.35 315 a 0.001308 2.45 1.01 4.22 29+21 +20 0.35 380 8 0. 001 308 2. 80 1 . 39 5. 61 ILLUMINATION LEGEND 8 �■ ILLUMINATION ASSEMBLY - TYPE SA 30T-8 (.25kW) W ■ GROUND BOX - TxDOT TYPE A (W/ APRON) N — — — PROPOSED 2" CONDUIT (TRENCH) I +I III — — — PROPOSED 2" CONDUIT (BORE) IIII IIII IIII I L O « SERVICE METER ��II III W X-XX ILLUMINATION ASSEMBLY IDENTIFICATION IIII IyII XX ELECTRICAL RUN NUMBER jl N Ih I I I /�q Ia I Illd I b 11j I `doh a i g c I� 0 50 100 \i/ F o o \ 'T 4 O EXIST ROW __—__—__—__—__—__—__—__—__—__—__—__—__ .'. ; w \ ------------------------- PROP ROWS---_—_—_8 __—__—�_—__—__—ir EXIST ROW O + "z3 - _ N ■ a ILp Z 1 ---- ---- ---- --� ---- J A-07 ---- V) N W a 8 w —w,-----w,---.—w--�., , I� —_ - 7 of EXIST- >f�W -�-\, -- _c � - = _��� _- — --- --- - — �-- — -- U \J�" -- -- EXIST ROW XI � \ \a h"I 1 PII ---- I IMI MI III I DRAINAGE EASEMENT O IIII '_ = tE 4F..h ..+yJy� m I III �y1?.......... h MI J II IIII I� �.SCOTT.C. SCHMIDT j �j<po. 105151 MI N I ' wCENSE���• h hl II i 17/2021 (n H _ WLu W W ~ O OQ IY IL U —Q I z C! I QO I Lu w I o cn U) a I 7 I 6 I— o I I 1 �— v cli _ _ _ --- -- — — ---- —a-- -- — —�E -- — _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N o _ _ _ _ _ _ _ _ _ _ _ _ _ Q rn — — — A-06 T— A--0-5 A-04 — — Q to W - - - - - - - - - - - - - - - - - - - - - - - - --- -- --1 - - _ --- ---- --- ----- -------- ---- ----- W -w'-- -- �w J < zO F J C- 6 C- C- qI 3 � w - - - --- - - - _- -_ _ -_ _- -_ _ _ - - _- -__-__- -__-__- -_____ ____ - -__ __ __--__-__- s---- -- -- °� --- -"�-�— - -" - - - - - - - '� - - - ' r== -EXIST R_0W - —0- - --- - - -_ _ - w�-. - - _ - -may= o-1a - c --- -'E- - ---- _._. -.- Ti EXIST ROWS - -o— - - - - Q J a J : r � z J — W m ------------------- --- -- — — — ------r--- --- --- — —— - — - — - —CD — — — — — — — — — — r= l 27 26 J ;� ! 25 24 _ __-__-__ __ __ __ =_ ___--_-__-__-__ __ __ __ �- � �- � __-__ __-__ =_ ==���I - -_ __ __ � _� __ __ __ �- � �- � __-__-__-__-__ _28 ---- —------------ r------------ I ------------ T----------- 7 ------------ 1----------- �1}I I�--------------- ------------- -------------- N M s; I I I I h l yl coIh l I I m W o IIY•wlhll I I � �z�' � W z z I I I I I I I IIIII�•alhl III III ----__-__-__-__-_ - I I x I I I I I I I 187 SHEET 1 OF 3 ILLUMINATION LEGEND �■ ILLUMINATION ASSEMBLY - TYPE SA 30T-8 (.25kW) ■ GROUND BOX - TxDOT TYPE A (W/ APRON) - - - PROPOSED 2" CONDUIT (TRENCH) - - - PROPOSED 2" CONDUIT (BORE) « SERVICE METER X-XX ILLUMINATION ASSEMBLY IDENTIFICATION XX ELECTRICAL RUN NUMBER I � / i I PROPOSED ELECTRIALISERVICE (ES-2, SOIJTHSIDE) 3 POWER SOURCE + EXIST ROW i — — —' — — — — — — v N- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - NA-03 A-02 - - - Li. _ — _ — _ _ _ r _ — _ — — _ — _ r _ — _ _ _ — _ _ _ — _ _ _ — _ Z _ W1 — — JN1 w — —W1 _ = W9 --� - W1 =W1= — J C 02 C-01 WVil1 GT— U-- - - -_ �� - -EXIST ROWW1 W1 22 N I I I I I I I I I III a' w I I IIII0:> Illl�:a I I I III I II 1 III 0 50 100 GB 1 10 11 �IIII (DI � - — — — — — + LinM a B-01 N —,_ — _ — _ _ — _ W _ W1 W - W1 Z D 01 — — — — - EXIST ROW — a — - ——-— - — - — -— — — —-- — - — -—-—-—-— - — - — -— — — — — — ---------------------- oil I'I Ill w I� �I V r I I I I I I TT I I I o l I I II I I L- I IY NE:, l ` I I I IIIIIImI� �IaIIII` I I If III I \ plll O I \ EX M Q 1n Ld D _02 I I 11 12 IST ROW GB 2 w — — B-02 — — — — �— — B-03 — — — — — --—-—-—-—- — - — - —- '-—-—-—-—-—-— - — - — -— W1 — W1= - - — W1 — — - W1 =W1 I — — D _03 ``' — — — D-04 EXIST ROW ROWROW— S -- ----- ---�- -- -� —----- --------------T- 30 � 31 ---- I II III I I I I I Ila.wlll I � � I Il2:31 I L - __I I IIL:>III I L I ilf",III I� ---------------- -__—__—__—__—__—a I I I I r 177T II I I I IIIa�wIII IZ ZIII I rr > > III I IIN'a III II II : IIIy 1 I dl I� I I I I PROPOSED ELE'CTRIAL SERVICE- (EI-1, NORTHSIDE) POWER SOURCE - 20 A-01 - - - _ _ — _ — _ — _ _ _ r _ _ _ — _ W1 = GB 6 i� GB 3 10 - - - - - - ---- F�.' O - --- 1 a0 GB 7 ❑ 8 WZLu L o0 T� i M ] o to z o `^do` g Q) z N F P �.SCOTT.C. SCHMIDT j �j y•; 105151it G LuLu �a ae � W W O ~ OQ IY � IL ILL! -¢ U =u' z ao W ` Lu � 0 U) N z O 0 Q D O Z O o C < + D J a J J N M Y o 0 MOP SHEET 2 OF 3 ILLUMINATION LEGEND �■ ILLUMINATION ASSEMBLY - TYPE SA 30T-8 (.25kW) ■ GROUND BOX - TxDOT TYPE A (W/ APRON) - - - PROPOSED 2" CONDUIT (TRENCH) I - - - PROPOSED 2" CONDUIT (BORE) « SERVICE METER X-XX ILLUMINATION ASSEMBLY IDENTIFICATION XX ELECTRICAL RUN NUMBER i lull i III, EXIST ROW II 16 I 17 o a B-05 B 06 _ — V) W_ — _ — _ — _ _ — _ — _ — _ — _ r _ — _ — _ — _ —- — _ — _ — _ — _ _ — — _ — _ —i_ Z - W1 — W1 W1 - W1 - - - 2 ---- ---- G1--- - G1-----GlG1 U G2 - -- -- - - a EXIS ROW - W1 D-07 i B-07 }1- B r W15+00 wi W1- -t ❑ 8 W" N Lu I �W IIII II _ a� II 0 IIII II II II o ❑ cn II II = M �z �z2.o elw �Pz g 0 50 100 Q) g� F �y U0l 000 W oo00 ----- BE N - w1 u' I a _ S U-� —W1 W1 WW1-- WWI G1� 4 — EXI 4 Y I f � ti P;I�11_ II I II III �•SCOTT.C. SCHMIDT j Jj y•; 105151it G 1 7/2021 LuLu �a ae � W W O ~ O¢ IY IL U =u' z ao w ` Lu o U)U v F- Z w O o Q z z o w C ~ O G Q 0 J o J v J ¢ — F N n M • SHEET 3 OF 3 TC C O o N 0 L om Tc + o C U 0 o0J LL o+ a 3 + L •- 00 z �« TL .+w +- rn U •- C NN- 2 C J a a�i O L L L L a o o 0, cc o c N o NED C o o N o, ow C + wr- oo a' oxd XF L Ld N N L L > L +u,0 O U TNC D+•- o 'o L L C 3 O L N U1 W L Oa0 U L W 7+ �aE >,L o C 0 L o, o c0N o�.c + o yo o yo o -x+ t ~ o «moo o o a) C (,),Do w o + w D E�n f ^N N1q JH L U c + N C io •-'o o Y O GENERAL NOTES FOR ALL ELECTRICAL WORK 1. The location of all conduits, junction boxes, ground boxes, and electrical services is diagrammatic and may be shifted to accommodate field conditions. 2. Provide new and unused materials. Ensure that all materials and installations comply with the applicable articles of the National Electrical Code (NEC), TxDOT standards and specifications, National Electrical Manufacturers Association (NEMA), and are listed by Underwriters Laboratories (UL) or a Nationally Recognized Testing Lab (NRTL). NRTLs such as Canadian Standard Association (CSA), Intertek Testing Services NA Inc., or FM Approvals LLC can be considered equivalent to UL. Where reference is made to NEMA listed devices, International Electrotechnicol Commission (IEC) listed devices will not be considered an acceptable equal to a NEMA listed device. Acceptable devices may have both a NEMA and IEC listing. Faulty fabrication or poor workmanship in any material, equipment, or installation is justification for rejection. Replace or reinstall rejected material or equipment at no additional cost to the Department. 3. Miscellaneous nuts, bolts and hardware, except for high strength bolts, may be stainless steel when plans specify galvanized, provided the bolt size is �/z in. or less in diameter. 4. Provide the following test equipment as required by the Engineer to confirm compliance with the contract and the NEC: voltmeter, ammeter, megohm meter (1000 volt DC), ground resistance tester, torque wrenches, and torque screwdrivers. Ensure all equipment has been properly calibrated within the last year. Provide calibration certification to the Engineer upon request. Operate test equipment during inspection as requested by the Engineer. 5. Install grounding as shown on the plans and in accordance with the NEC. Ensure all metallic conduits; metal poles; luminaires; and metal enclosures are bonded to the equipment grounding conductor. Provide stranded bare copper or green insulated grounding conductors. Ground rods, connectors, and bonding jumpers are subsidiary to the various bid items. 6. When required by the Engineer, notify the Department in writing of materials from the Material Producers List (MPL) intended for use on each project. Prequalified materials are listed on the MPL on TxDOT's website under "Roadway Illumination and Electrical Supplies." No substitutions will be allowed for materials on this list. CONDUIT A. MATERIALS Provide conduit, junction boxes, fittings, and hardware as per TxDOT Departmental Material Specification (DMS) 11030 "Conduit" and Item 618 "Conduit" of TxDOT's "Standard Specifications For Construction And Maintenance Of Highways, Streets, And Bridges," latest edition. Provide conduits listed under Item 618 on the MPL under "Roadway Illumination and Electrical Supplies." Provide conduit types according to the descriptive code or as shown on the plans. Do not substitute other types of conduits for those shown. Provide liquidtight flexible metal conduit (LFMC) when flexible conduit is called for on galvanized steel rigid metallic conduit (RMC) systems. Provide liquidtight flexible nonmetallic conduit (LFNC) when flexible conduit is called for on polyvinyl chloride (PVC) systems. 2. Provide galvanized steel RMC for all exposed conduits, unless otherwise shown on the plans Properly bond all metal conduits. 3. Unless otherwise shown on the plans, provide junction boxes with a minimum size as shown in the following table, which applies to the greatest number of conductors entering the box through one conduit with no more than four conduits per box. When a mixture of conductor sizes is present, count the conductors as if all are of the larger size. For situations not applicable to the table, size junction boxes in accordance with NEC. AWG 3 CONDUCTORS 5 CONDUCTORS 7 CONDUCTORS #1 10" x 10" x 4" 12" x 12" x 4" 16" x 16" x 4" #2 8" x 8" x 4" 10" x 10" x 4" 12" x 12" x 4" #4 8" x 8" x 4" 10" x 10" x 4" 10" x 10" x 4" #6 8" x 8" x 4" 8" x 8" x 4" 10" x 10" x 4" #8 1 8"x8"x4" 1 8"x8"x4" 1 8"x8"x4" 4. Junction boxes with an internal volume of less than 100 cu. in. and supported by entering raceways must have threaded entries or hubs identified for the intended purpose and supported by connection of two or more rigid metal conduits. Secure conduit within 3 ft. of the enclosure or within 18 in. of the enclosure if all conduit entries are on the some side. Mechanically secure all junction boxes with an internal volume greater than 100 cu. inches. 5. Provide hot dipped galvanized cast iron or sand cast aluminum outlet boxes for junction boxes containing only 10 AWG or 12 AWG conductors. Do not use die cast aluminum boxes. Size outlet boxes according to the NEC. 6. Do not use intermediate metal conduit (IMC) or electrical metallic tubing (EMT) unless specifically required by the plan sheets. When EMT is called for, provide junction boxes made from galvanized steel sheeting, listed and approved for outdoor use, unless otherwise noted on the plans. Size all galvanized steel junction boxes in accordance with the NEC. Provide junction boxes for IMC conduit systems that meet the some requirements for junction boxes used with RMC systems. 7. Provide PVC junction boxes intended for outdoor use on PVC conduit systems, unless otherwise noted on the plans. 8. Provide PVC elbows in PVC conduit systems, unless otherwise shown on the plans. Use only a flat, high tensile strength polyester fiber pull tape for pulling conductors through the PVC conduit system. When galvanized steel RMC elbows are specifically called for in the plans and any portion of the RMC elbow is buried less than 18 in., ground the RMC elbow by means of a grounding bushing on a rigid metal extension. Grounding of the rigid metal elbow is not required if the entire RMC elbow is encased in a minimum of 2 in. of concrete. PVC extensions are allowed on these concrete encased rigid metal elbows. RMC or PVC elbows are subsidiary to various bid items. 9. When required, provide High -Density Polyethylene (HDPE) conduit with factory installed internal conductors according to Item 622 "Duct Cable." At the Contractor's request and with approval by the Engineer, substitute HDPE conduit with no conductors for bored schedule 40 or schedule 80 PVC conduit bid under Item 618. Ensure bored HDPE substituted for PVC is schedule 40 and of the some size PVC called for in the plans. Ensure the substituted HDPE meets the requirements of Item 622, except that the conduit is supplied without factory -installed conductors. Make the transition of the HDPE conduit to PVC (or RMC elbow when required) at the bore pit. Provide conduit of the size and schedule as shown on the plans. Do not extend substituted conduit into ground boxes or foundations. Provide PVC or galvanized steel RMC elbows as called for at all ground boxes and foundations. 10. Use two -hole straps when supporting 2 in. and larger conduits. On electrical service poles, properly sized stainless steel or hot dipped galvanized one -hole standoff straps are allowed on the service riser conduit. B. CONSTRUCTION METHODS Provide and install expansion joint conduit fittings on all structure -mounted conduits at the structure's expansion joints to allow for movement of the conduit. In addition, provide and install expansion joint fittings on all continuous runs of galvanized steel RMC conduit externally exposed on structures such as bridges at maximum intervals of 150 ft. When requested by the project Engineer, supply manufacturer's specification sheet for expansion joint conduit fittings. Repair or replace expansion joint fittings that do not allow for movement at no additional cost to the Department. Provide the method of determining the amount of expansion to the Engineer upon request. Do not use LFMC or LFNC as a substitute for the required expansion conduit fittings. 2. Space all conduit supports at maximum intervals of 5 ft. Install conduit spacers when attaching metal conduit to surface of concrete structures. See "Conduit Mounting Options" on ED(2). Install conduit support within 3 ft. of all enclosures and conduit terminations. 3. Do not attach conduit supports directly to pre -stressed concrete beams except as shown specifically in the plans or as approved by the Engineer. 4. Unless otherwise shown on the plans, jack or bore conduit placed beneath existing roadways, driveways, sidewalks, or after the base or surfacing operation has begun. Backfill and compact the bore pits below the conduit per Item 476 "Jacking, Boring, or Tunneling Pipe or Box" prior to installing conduit or duct cable to prevent bending of the connections. 5. When placing conduit in the sub -grade of new roadways, backfill all trenches with excavated material unless otherwise noted on the plans. When placing conduit in the sub -base of new roadways, backfill all trenches with cement -stabilized base as per requirements of Items 110 "Excavation", 400 "Excavation and Backfill for Structures", 401 "Flowable Backfill", 402 "Trench Excavation Protection", and 403 "Temporary Special Shoring." 6. Provide and place warning tape approximately 10 in. above all trenched conduit as per Item 618. 7. During construction, temporarily cap or plug open ends of all conduit and raceways immediately after installation to prevent entry of dirt, debris and animals. Temporary caps constructed of durable duct tape are allowed. Tightly fix the tape to the conduit opening. Clean out the conduit and prove it clear in accordance with Item 618 prior to installing any conductors. 8. Ensure conduit entry into the top of any enclosure is waterproof by installing conduit sealing hubs or using boxes with threaded bosses. This includes surface mounted safety switches, meter cans, service enclosures, auxiliary enclosures and junction boxes. Grounding bushings on water tight sealing hubs are not required. 9. Fit the ends of all PVC conduit terminations with bushings or bell end fittings. Provide and install a grounding type bushing on all metal conduit terminations. 10. Install a bonding jumper from each grounding bushing to the nearest ground rod, grounding lug, or equipment grounding conductor. Ensure all bonding jumpers are the some size as the equipment grounding conductor. Bonding of conduit used as a casing under roadways for duct cable is not required, if the duct extends the full length through the casing. 11. At all electrical services, install a 6 AWG solid copper grounding electrode conductor. 12. Place conduits entering ground boxes so that the conduit openings are between 3 in. and 6 in. from the bottom of the box. See the ground box detail on sheet ED(4). 13. Seal ends of all conduits with duct seal, expandable foam, or by other methods approved by the Engineer. Seal conduit immediately after completion of conductor installation and pull tests. Do not use duct tape as a permanent conduit sealant. Do not use silicone caulk as a conduit sealant. 14. File smooth the cut ends of all mounting strut and conduit. Before installing, paint the field cut ends of all mounting strut and RMC (threaded or non -threaded) with zinc rich paint (94% or more zinc content) to alleviate oversproy. Use zinc rich paint to touch up galvanized material as allowed under Item 445 "Galvanizing." Do not paint non -galvanized material with a zinc rich paint as an alternative for materials required to be galvanized. L w H J a.. o u_ +— rn U •- C 2 C 0 +QN 0 N L L L N a d 00 UC0 C E •-N0 NED W:) L C N o N PON C + w0- oxh xd XF L N H + . (? L N N 0)L L > L +NO TO U NC D0 O OL L C 3 O L N U1 NL > O O Oa ULN 7+ Na0 - E >,L .0 C O L O, 0 '0L L C O N 0•.c + + N0 N x O r-x+ ` + O 0 .0 0 0 va0 N O + � O E N ^ N N N a r •-'- �� L U o + IN C -o o Y Conduit Spacer Strut Type ;JCL Girder Bridge Girders (mounting shoe) Stainless steel or hot dipped E Concrete Structure Deck Expansion Anchors Conduit galvanized Conduit Strap s Stainless & Threaded Rods rL 3/g" Diameter !� Concrete steel expansion '� Structure anchor. Anchor • depth 1" min., Hot dipped y Stainless steel Conduit 1 �/2" max. Rigid Metal Conduit (RMC) 9 alvanized malleable expansion anchor: Conduit Mount M x conduit strap for conduit �/2" Channel (B - line, o Conduit up to 1 /4" use Kindorf, Unistrut � Clamp noSee "HANGER �/4 " d i a. anchor. or equal) (Hot dip O O ASSEMBLY DETAIL" For conduits 1 9alvan zed) to 2" use % " dlia. anchor. Anchor min., Conduit Mounting 1 '12 " max Channel 1" "SPAN Min Varies CONDUIT HANGING DETAIL CONDUIT MOUNTING CHANNEL "SPAN„ "W" x "H" " T " less than 2' 1 5/g " x 1 3/g " 12 Ga. 2'-0" to 2'-6" 1 5/e" x 1 5/8" 12 Ga. >2'-6" to 3'-0" 1 % " x 2 %6" 12 Ga. Channels with round or short slotted hole patterns are allowed, if the load carrying capacity is not reduced by more than 15%. �'gid Metal iduit (RMC) -idu1t int1ng 3nneI % " Dia. Expansion Anchor % " Dia. Threaded Rod 6" Min p hef =2 �/2" p p— p. Conduit MountTn Channel Bridge Deck Hex Nut, Split Lock Washer & Flat Washer 1' Hex Nut �a Threaded Coupler Nut Hex Nut HANGER ASSEMBLY DETAIL ELECTRIC CONDUIT TO BRIDGE DECK ATTACHMENT hex Nut, Split Lock Vasher & Square or )versized Cut Washer .hex Nut, Split Lock Washer & Flat Washer CONDUIT MOUNTING OPTIONS Attachment to concrete surfaces See ED(1)B.2 TYPICAL CONDUIT ENTRY TO BRIDGE STRUCTURE DETAIL EXPANSION ANCHOR NOTES FOR BRIDGE DECK ATTACHMENT 1. Use torque controlled mechanical expansion anchors that are approved for use in cracked concrete by the International Code Council, Evaluation Service (ICC-ES). The chosen anchor product shall have a designated ICC-ES Evaluation Report number, and its approval status shall be maintained on the ICC-ES website under Division 031600 for Concrete Anchors. 2. Unless otherwise approved by the Engineer: do not use adhesive anchors; do not use expansion anchors that are not included in the ICC-ES approval list; and do not use expansion anchors that are only approved for use in uncracked concrete. 3. Use anchors manufactured with stainless steel expansion wedges. Anchors manufactured with carbon steel expansion wedges are not allowed. Anchor bodies can be either zinc -plated carbon steel or stainless steel. For application in marine environment, both the anchor body and expansion wedge shall be stainless steel. 4. Install anchors as shown on the plans and in accordance with the anchor manufacturer's published installation instructions. Arrange a field demonstration test to evaluate the procedures and tools. The test shall be witnessed and approved by the Engineer prior to furnishing anchors on the structure. 5. Prior to hole drilling, use rebor locator to ensure clearing of existing deck strands or reinforcement. Install anchors to ensure a minimum effective embedment depth, (hef), as shown. Increase (hef)as needed to ensure sufficient thread length for proper torqueing and tightening of anchors. 6. Use anchors of minimum 1600 Lbs tensile capacity (minimum of steel, concrete breakout, and concrete pullout strengths as determined by ACI 318 Appendix D) at the required minimum embedment depth (hef). No lateral loads shall be introduced after conduit installation. TC Co o •- N wt om TC C U' 00' LL o+' 3 - L 00 T' ate• 4) W - 2co, + a' UN' oa L o' ac' c NE C N' o c wr- 0. wo ox' S) DC' 00. 'o L C o' owe y0 you .0 T' 0 Wwo- W U E ' QL•-• U 10- N C ELECTRICAL CONDUCTORS A. MATERIAL INFORMATION 1. Provide Type XHHW insulated conductors in accordance with Departmental Material Specification (DMS)11040 "Conductors" and Item 620 "Electrical Conductors." Provide conductors as listed on the Material Producers List (MPL) on the Department web site under "Roadway Illumination and Electrical Supplies" Item 620. Color code insulated conductors in conformance with the NEC. Identify grounded (neutral) conductors with white insulation. Identify grounding conductors (ground wires) with green insulation or bare conductors. Identify ungrounded (hot) conductors with any color insulation except green, white, or gray. Keep color scheme consistent throughout the wiring system. Identify conductors 6 American Wire Gauge (AWG) and smaller by continuous color jacket. Identify electrical conductors 4 AWG and larger by continuous color jacket or by colored tape. When identifying conductors with colored tape, mark at least 6 in. of the conductor's insulation with half laps of tape. 2. Provide a solid copper 6 AWG grounding electrode conductor to bond the electrical service equipment to the concrete encased grounding electrode or the ground rod at the service location. Connect the grounding electrode conductor to the ground rod with a UL listed connector in accordance with DMS 11040. Connect the grounding electrode conductor to the concrete encased grounding electrode as shown in the plans. 3. Where two or more circuits are present in one conduit or enclosure, permanently identify the conductors of each branch circuit by attaching a non-metallic tag around both circuit conductors at each accessible location. Provide tags with two straps, large enough to indicate circuit number, letter, or other identification as shown in the plans. Print circuit identification on the tag with a permanent marker. 4. Use listed compression or screw type pressure connectors, terminal blocks, or split bolt connectors for splicing as specified in DMS 11040. Use hot melt adhesive tape to fill the gap and seal the ends of heat shrink tubing. Provide UL listed gel -filled insulating splice covers. Splicing materials, insulating materials, breakaway disconnects, splice covers, and fuse holders are subsidiary to various bid items. B. CONSTRUCTION METHODS 1. Use only a flat, high tensile strength polyester fiber pull tape for pulling conductors through the conduit system. After installing conductors in conduit, perform conductor pull test. If a conductor cannot be freely pulled, make any needed alterations or repairs at no additional cost to the department. Perform insulation resistance tests in accordance with Item 620. Coordinate with the Engineer to witness the tests. 2. Leave 2 ft. minimum, 3 ft. maximum length for each conductor up to the splice in ground boxes. Leave 3 ft. minimum, 4 ft. maximum length of conductor in ground boxes when pulled through with no splice. Leave 1 ft. minimum, 1.5 ft, maximum length of conductor at enclosures, weatherheads and pole bases. r 3 i Make splices only in junction boxes, ground boxes, pole bases, or electrical enclosures and use only listed compression or screw type pressure connectors, terminal blocks, or split bolt connectors. Insulate splices with heavy wall heat shrink tubing or gel -filled insulating splice covers to provide a watertight splice. Overlap conductor insulation with heat shrink tubing a minimum of 2 in. past both sides of the splice. Where heat shrink tubing may not shrink sufficiently to provide a watertight seal around the individual conductors, prior to heating the tubing, increase the diameter of the conductor insulation using hot melt adhesive tape to provide a watertight seal between the individual conductors and the heat shrink tubing. Ensure the tape extends post the heat shrink tubing. Use hot melt adhesive tape to fill the gap and seal the ends of heat shrink tubing. Heat shrink tubing that appears to have been burned, or overheated, is considered defective and must be replaced. 4. Size and install gel -filled insulating splice covers according to manufacturer's specifications when used in place of heat shrink tubing. 5. Wire nuts with factory applied waterproof sealant may be used for 8 AWG or smaller conductors in above ground junction boxes, but not in pole bases or ground boxes. Install wire nuts in an upright position to prevent the accumulation of water. 6. Support conductors in illumination poles with a J-hook at the top of the pole. 7. When terminating conductors, remove the insulation and jacketing material without nicking the individual strands of the conductor. Conductors with nicked individual conductor strands or removed strands will be considered damaged. 8. Replace conductors and cables that are damaged beyond repair or that fail an insulation resistance test at no additional cost to the department. 9. Do not repair damaged conductors with duct tape, electrical tape, or wire nuts. Use only approved splicing methods. 10. Do not terminate more than one conductor under a single connector, unless the connector is rated for multiple conductors. Do not exceed the pressure connector's listing for maximum number and size of conductors allowed. 11. Install breakaway connectors on conductors bid under Item 620 whenever those conductors pass through a breakaway support device. Follow manufacturer's instructions when terminating conductors to breakaway connectors. Properly torque threaded connections. Proper terminations are critical to the safe operation of breakaway devices. Trim waterproofing boots on breakaway connectors to fit snugly around the conductor to ensure waterproof connection. Only one conductor may enter a single opening in a boot. Provide waterproof boots with the correct number of openings. Leave unused openings factory sealed. Use prequalified breakaway connectors as shown on the MPL. 12. Provide and install a separate stranded equipment grounding conductor Seal between (EGC) in all conduits that contain circuit wiring of 50 volts or more. conductors with Unless shown elsewhere, size the EGC to be the some size as the largest Heat Hot melt hot melt adhesive "C" clamp current carrying conductor contained in the conduit. Ensure all EGCs Shrink adhesive tape. Tape to type connector are bonded together at every accessible location. For traffic signal Tube tape installations, provide a minimum size 8 AWG EGC. The EGC is paid for extend post end under Item 620. of tubing by V8 to ��4 C. TEMPORARY WIRING 1. Install temporary conductors and electrical equipment in accordance with the NEC article "Temporary Installations" and Department standard sheets. 2. Provide a ground fault circuit interrupter (GFCI) for power outlets for portable electrical equipment, power tools, ice machines, ice storage bins and refrigerators located outdoors at grade. GFCI may be any one of the following: molded cord and plug set, receptacle, or circuit breaker type. 3. Use listed wire nuts with factory applied sealant for temporary wiring where approved. 4. Enclose conductor splices within a listed enclosure or ground box, or ensure the splices are more than 10 ft. above grade vertically and more than 5 ft. horizontally from any metal structure. Where installing temporary conductors in areas subject to vehicle traffic or mobile construction equipment, ensure the vertical clearance to ground is at least 18 ft. when measured at the lowest point. Ground messenger wires that support power conductors in conformance with the NEC. 5. Protect and when necessary repair any existing electrical conduits uncovered during the construction process in a timely manner and in conformance with the NEC. GROUND RODS & GROUNDING ELECTRODES A. MATERIAL INFORMATION 1. Provide and install a grounding electrode at electrical services. Provide ground rods according to DMS 11040 and the plans. Larger diameter or longer length rods may be called for in some specific locations, see the individual plans sheets. Concrete encased grounding electrodes may be called for in specific locations including electrical service, see individual plan sheets. B. CONSTRUCTION METHODS 1. Furnish auxiliary ground rods for lightning protection and install in soil, concrete, or both, as called for in the plans. For ground rods installed in concrete, ensure the connection of the conductor to the ground rod is readily accessible for inspection or repairs. For ground rods installed in soil, ensure that the upper end is between 2 to 4 in. below finished grade. 2. Do not place ground rods in the some drilled hole as a timber pole. 3. Install ground rods so the imprinted part number is at the upper end of the rod. 4. Remove all non-conductive coatings such as concrete splatter from the rod at the clamp location. 5. Route all conductors as short and straight as possible for connection to lightning protection ground rods. When a bend is required, ensure a minimum radius bend of four inches for these conductors. 6. Unless otherwise called for in the plans, protect grounding electrode conductors with non-metallic conduit. When protecting grounding electrode conductors with metal conduit, provide and install a grounding type bushing and properly sized bonding jumper on each end of the metal conduit. 7. Written authorization is required before installing a ground rod in a horizontal trench for rocky soil or a solid rock bottom. Set Screw/L for making connections See through - molded cover SPLICE OPTION 3 Listed Screw Type Snap -lock, molded clamp Listed Screw Type with gel -filled insulating splice cover Seal between conductors with hot melt adhesive tape. Tape to extend past end of tubing by A to 1/4 __'� Wrap split bolt - connector with hot melt adhesive tape to protect heat shrink from sharp edges Increase insulation diameter with hot melt adhesive tape. Tape to extend 2" Min. 2" Min, post end of tubing by overlap overlap !/8" to A " SPLICE OPTION 1 Compression Type Hot melt adhesive tape , 2" Min. overlap Heat Shrink Tube Split bolt 2" Minj over lop SPLICE OPTION 2 Split Bolt Type Increase insulation diameter with hot melt adhesive tape. Tape to extend past end of tubing by !/8 to '14 TC C O O •- N wL om TC C U' O O o+' 3 - 00 T' ate• N1- 2 CO + a' UN' LL o' a ' o' aC' NE W 7 C N' 0 wr- wo ox' 0) d L r > v' +0' o' TNI n0 .0C, C 3 L N U) U) >O' O a Q•L' �- 0 a' DC' L O '00 L co' 0• N CC No. 3 Reinforcing No. 3 Ground 10" GROUND BOXES steel Reinforcing box steel (typ> A. MATERIALS -- - - - - - Class A 10"(typ) Concrete Apron °< (11 (2) o^ p�, 1. Provide polymer concrete ground boxes measuring 16x30x24 in. (WxLxD) or smaller in (when required) o Apron -Full accordance with Departmental Material Specification (DMS) 11070 "Ground Boxes" and A 101,I Grounding Depth of box Item 624 "Ground Boxes." (typ)I A bushing for m<'. - : 3" to 6" RMC. Bell end o " " 2. Provide Type A, B, C, D, and E ground boxes as shown in the plans, and as listed on T - - - - ::C) � - - - - fitting for o 0 mQ 0 o o�t� g�Og° m0 orb 880 9" Aggregate the Material Producers List (MPL) on the Department web site under "Roadway Illumination PVC (4) 080 080O) CC��.op��b Oovg° 08 fill (3) and Electrical Supplies," Item 624. I 0 ° 0 Ground 3. Ensure ground box cover is correctly labeled in accordance with DMS 11070. I box Conduit or Conduit 4. Provide larger ground boxes in accordance with Item 624 and as shown in the plans. �~2^ duct cable ell i —_______. I 2 1---- Jj B. CONSTRUCTION METHODS 1. Remove all gravel and dirt from conduit. Cap all conduits prior to placing aggregate and setting ground box. Provide Grade 3 or 4 coarse aggregate as shown on Table 2 of Item 302 "Aggregates for Surface Treatments." Ensure aggregate bed is in place and at PLAN VIEW SECTION A - A least 9 inches deep, prior to setting the ground box. Instal I ground box on top of aggregate. ; APRON F 0 R GROUND B 0 X 2. Cast ground box aprons in place. Reinforcing steel may be field bent. Ensure the depth of concrete for the apron extends from finished grade to the top of the aggregate bed under the box. Ground box aprons, including concrete and reinforcing steel, are subsidiary to ground boxes when called for by descriptive code. (1) Uniformly space ends of conduits within the ground box. Position ends of conduits so that ground box walls do not interfere with the installation of grounding bushings 3. Keep bolt holes in the box clear of dirt. Bolt covers down when not working in ground i or bell end fittings. boxes. (2) Maintain sufficient space between conduits to allow for proper installation of bushing. 4. Install all conduits and ells in a neat and workmanlike manner. Uniformly space conduits so grounding bushings and bell end fittings can easily be installed. (3) Place aggregate under the box, not in the box. Aggregate should not encroach on the interior volume of the box. 5. Temporarily seal all conduits in the ground box until conductors are installed. (4) Install a grounding bushing on the upper end of all RMC terminating in a ground box. 6. Permanently seal conduits immediately after the completion of conductor installation ' Ground RMC elbows when any part of the elbow is less than 18 in. below the bottom of and pull tests. Permanently seal the ends of all conduits with duct seal, expandable the ground box. Install a PVC bushing or bell end fitting on the upper end of all PVC foam, or other method as approved. Do not use duct tape as a permanent conduit sealant. conduits terminating in a ground box. Do not use silicone caulk as a sealant. i 7. When a ground rod is present in a ground box, bond all equipment grounding conductors ) together and to the ground rod with listed connectors. 8. When a type B or D ground box is stacked to meet volume requirements, it is allowable to cut an appropriately sized hole for conduit entry in the side wall at least 18 inches i below grade. GROUND BOX DIMENSIONS 9. If an existing ground box in the contract has a metal cover, bond the cover to the equipment grounding conductor with a 3 ft. long stranded bonding jumper the some size OUTSIDE DIMENSIONS (INCHES) as the grounding conductor. The bonding jumper is subsidiary to various b i d items. TYPE Verify existing ground boxes with metal covers are shown on the plans, with notes (Width x Length X Depth) fully describing the work required. 10. If other ground boxes with metal covers are within the project limits but are not part A 12 X 23 X 11 of the contract, the Engineer may direct the Contractor to bond the metal covers, identifying the specific boxes in writing. This work will be paid for separately. B 12 X 23 X 22 11. Bond metal ground box covers to the grounding conductor with a tank ground type lug. C 16 X 29 X 11 D 16 X 29 X 22 E 12 X 23 X 17 GROUND BOX COVER DIMENSIONS TYPE DIMENSIONS (INCHES) H I J K L M N P A, B& E 23 1/4 23 13 / 4 13 1/2 9 7/8 5 1/8 1% 2 C& D 30 I/2 30 1/4 17 1/2 17 1/4 13 1/4 6 %4 1% 2 Hole for 1112 bolt with recess for head For cover and IobeIing requirements. See DMS 11070 PLAN VIEW H J K P - )117 - ��- I END SIDE Ce]:t•1�Ln��;���:; ELECTRICAL SERVICES NOTES +— O •- C C NM- 2 C 0 r a 4)) O N L L L N a N 00 o, c o C E z00 L N 'o NE N 7 L C o o N U00 C o� oxa o x 4)XF L � 4) 4)L L L > L +No '00 no 0 N 3 0 c w L N 4)NL > o 0 Oa U L W 7+ �aE >,L 'oC o L o 0 DON o• L w + ya o yo 0 x+ L� + D «moo o O N C NDo Sao+ � O E a N N N u� L U D + 2 o Y O 1.Provide new materials. Ensure installation and materials comply with the applicable provisions of the National Electrical Code (NEC) and National Electrical Manufacturers Association (NEMA) standards. Ensure material is Underwriters Laboratories (UL) listed. Provide and install electrical service conduits, conductors, disconnects, contactors, circuit breaker panels, and branch circuit breakers as shown on the Electrical Service Data chart in the plans. Faulty fabrication or poor workmanship in material, equipment, or installation is justification for rejection. Where manufacturers provide warranties and guarantees as a customary trade practice, furnish these to the State. 2.Provide electrical services in accordance with Electrical Details standard sheets, Departmental Material Specification (DMS) 11080 "Electrical Services,"DMS 11081 "Electrical Services -Type A," DMS 11082 "Electrical Services -Type C." DMS 11083 "Electrical Services -Type D," DMS 11084 "Electrical Services -Type T," DMS 11085 "Electrical Services -Pedestal (PS)", and Item 628 "Electrical Services" of the Standard Specifications. Provide electrical service types A, C. and D, as listed on the Material Producers List (MPL) on the Department web site under "Roadway Illumination and Electrical Supplies," Item 628. Provide other service types as detailed on the plans. 3.Provide all work, materials, services, and any incidentals needed to install a complete electrical service as specified in the plans. 4.Coordinote with the Engineer and the utility provider for metering and compliance with utility requirements. Primary line extensions, connection charges, meter charges, and other charges by the utility company to provide power to the location are paid for in accordance with Item 628. Get approval for the costs associated with these charges prior to engaging the utility company to do the work. Consult with the utility provider to determine costs and requirements, and coordinate the work as approved. S.The enclosure manufacturer will provide Master Lock Type 2 with brass tumblers keyed #2195 for all custom electrical enclosures. Installing Contractor is to provide Master Lock #2195 Type 2 with brass tumblers for "off the shelf" enclosures. Master Lock #2195 keys and locks become property of the State. Unless otherwise approved, do not energize electrical service equipment until locks are installed. 6.Enclosures with external disconnects that de -energize all equipment inside the enclosure do not need a dead front trim. Protect incoming line terminations from incidental contact as required by the NEC. 7.When galvanized is specified for nuts, screws, bolts or miscellaneous hardware, stainless steel may be used. 8.Provide wiring and electrical components rated for 75°C. Provide red, block, and white colored XHHW service entrance conductors of minimum size 6 American Wire Gouge (AWG). Identify size 6 AWG conductors by continuous color jacket. Identify electrical conductors sized 4 AWG and larger by continuous color jacket or by colored tape. Mark at least 6 inches of the conductor's insulation with half laps of colored tape, when identifying conductors. Ensure each service entrance conductor exits through a separately bushed non-metallic opening in the weatherhead. The lengths of the conductors outside the weatherhead are to be 12 inches minimum, 18 inches maximum, or as required by utility. SERVICE ASSEMBLY ENCLOSURE 1.Provide threaded hub for all conduit entries into the top of enclosure. 2.Type galvanized steel (GS) enclosures may be used for Type C panelboards and for Type D and T services that do not use an enclosure mounted photocell or lighting contactor. Provide GS enclosures in accordance with DMS 11080, 11082, 11083, and 11084. 3.Provide aluminum (AL) and stainless steel (SS) enclosures for Types A, C, and D in accordance with DMS 11080, 11081, 11082, 11083, and 11084. Do not paint stainless steel. 4.Provide pedestal service (PS) enclosures in accordance with ED(9) and DMS 11080 and 11085. Do not provide GS pedestal services. If GS is shown in the PS descriptive code, provide an AL enclosure. MAIN DISCONNECT & BRANCH CIRCUIT BREAKERS 1.Fie Id drill flange- mounted remote operator handle if needed, to ensure handle is lockable in both the "On" and "Off" positions. 2. When the utility company provides a transformer larger than 50 KVA, verify that the available fault current is less than the circuit breaker's ampere interrupting capacity (AIC) rating and provide documentation from the electric utility provider to the Engineer. PHOTOELECTRIC CONTROL I. Provide photocell as listed on the MPL. Move, adjust, or shield the photocell from stray or ambient night time light to ensure proper operation. Mount photocell facing north when practical. Mount top of pole photocells as shown on Top Mounted Photocell Detail. *ELECTRICAL SERVICE DATA EIec. Service ID Plan Sheet Number Electrical Service Description Service Conduit **Size Service Conductors No./Size Safety Switch Amps Main Ckt. Bkr. Pole/Amps Two -Pole Contractor Amps Pone Ibd/ Loadcenter Amp Rating Branch Circuit ID Branch Ckt. Bkr. Pole/Amps Branch Circuitad Amps VA SB 183 289 ELC SRV TY A 240/480 100(SS)AL(E)SF(U) 2" 3/#2 100 2P/100 100 N/A Lighting NB 2P/40 26 1 Lighting SB 2P/40 25 Underpass 1P/20 15 [28. NB Access 30 ELC SRV TY D 120/240 060(NS)SS(E)TS(0) 1 1/4" 3/#6 N/A 2P/60 100 Sig. Controller 1P/30 23 .3 30 Luminaires 2P/20 9 CCTV 1P/20 3 2nd & Main 58 ELC SRV TY T 120/240 000(NS)GS(N)SP(0) 1 '14 3/#6 N/A N/A N/A 70 Flashing Beacon 1 1P/20 4 1.0 Flashing Beacon 2 1P/20 4 * Example only, not for construction. All new electrical services must have electrical service data chart specific to that service as shown in the plans. * * Verify service conduit size with utility. Size may change due to utility meter requirements. Ensure conduit size meets the National ELectrical Code. 9.All electrical service conduit and conductors attached to the electrical service including the riser or the elbow below ground are subsidiary to the electrical service. For an underground utility feed, all service conduit and conductors after the elbow, including service conduit and conductors for the utility pole riser when furnished by the Contractor, will be paid for separately. 1O.Provide rigid metal conduit (RMC) for all conduits on service, except for the 1/2 in. PVC conduit containing the electrical service grounding electrode conductor. Size the service entrance conduit as shown in the plans. Ensure conduit for branch circuit entry to enclosure is the some size as that shown on the layout sheets for branch circuit conduit. Extend all rigid metal conduits a minimum of 6 inches underground and then couple to the type and schedule of the conduit shown on the layout for that particular branch circuit. Install a grounding bushing on the RMC where it terminates in the service enclosure. ll.Use of liquidtight flexible metal conduit (LFMC) is allowed between the meter and service enclosure when they are mounted 90 to 180 degrees to each other. Size the LFMC the same size as service entrance conduit. LFMC must not exceed 3 feet in length. Strap LFMC within 1 foot of each end. LFMC less than 12 inches in length need not be strapped. Each end of LFMC must have a grounding bushing or be terminated with a grounding fitting. The LFMC must contain a grounded (neutral) conductor. Ensure any bend in LFMC never exceeds 180 degrees. A pull test is required on all installed conductors, with at least six inches of free conductor movement demonstrated to the satisfaction of the Engineer. 12.Ensure all mounting hardware and installation details of services conform to utility company specifications. 13.For all electrical service enclosures listed under Item 628 on the MPL, the UL 508 enclosure manufacturers will prepare and submit a schematic drawing unique to each service. Before shipment to the job site, place the applicable laminated schematic drawings and the laminated plan sheet showing the electrical service data chart used to build the enclosure in the enclosure's data pocket. The installing contractor will copy and laminate the actual project plan sheets detailing all equipment and branch circuits supplied by that service. The laminated plan sheets are to be placed in the service enclosure's document pocket. Reduce 11 in. x 17 in, plan sheets to 8 1/2 in. x 11 in, before laminating. If the installation differs from the plan sheets, the installing contractor is to redline plan sheets before laminating. 14.When providing an "Off The Shelf" Type D or Type T service, provide laminated plan sheets detailing equipment and branch circuits supplied by that service. Reduce 11 in, x 17 in. plan sheets to 8 �/2 in, x 11 in before laminating. Deliver these drawings before completion of the work to the Engineer, instead of placing in enclosure that has no door pocket. EXPLANATION OF ELECTRICAL SERVICE DESCRIPTIVE CODE ELEC SERV TY X XXX/XXX XXX (XX) XX (X) XX (X) Schematic Type Service Voltage V / V Disconnect Amp Rating 000 indicates main lug only/ Typically Type T (SS)= Safety Switch Ahead of Meter -Check with Utility (NS)= No safety Switch Ahead o Meter -Check with Utility Enclosure Type GS= Galvanized steel("off the SS= Stainless steel(Custom Enc AL= Aluminum (Custom Enclosure Photocell Mounting Location (E)= Inside Service/Enclosure Mounted (T)= Top of pole (L)= Luminaire mounted (N)= None/No Photocell or Lighting Contactor Requi Service Support Type GC= Granite concrete OC= Other concrete TP= Timber pole SP= Steel pole SF= Steel frame OT= Pole by others or paid for separately EX= Existing pole TS= Service on traffic signal pole PS= Pedestal Service 0= Overhead Service Feed 15.Do not install conduit in the back wall of a service enclosure where it would from Utility penetrate the equipment mounting panel inside the enclosure. Provide grounding U= Underground Service Feed bushings on all metal conduits, and terminate bonding jumpers to grounding bus. from Utility LL7J Grounding bushings are not required when the end of the metal conduit is fitted a.. with a conduit sealing hub or threaded boss, such as a meter base hub. o u_ Standard 3-prong photocell receptacle Conduit mounting and photocell chonnel(Unistrut, Kindorf, B-line or equal) Hot dipped galvanized, cast iron, or sand cast 6, aluminum outlet Mount Photocell box with cover. 6" to 8" measured from the top of the pole or 18 �/2" RM to 20 feet above Conduit, bend finished grade to provide �/2" or as directed to 1" clearance by Engineer, and between photo- as allowed by cell and pole, utility company. Service Support TOP MOUNTED PHOTOCELL Install conduit strap maximum 3 feet from box. 5 foot maximum spacing between straps supporting conduit. TC C0 oo ' L 0> TC + O C U N O N L N J LL 3++ 00 z �« TL .+w +— rn U •- C 2 C J t a 4)) o N L L L N a N 00 CCE z00 NED C o o N P O+ C ao uJ o x N XF L + N N L +u',0 01) TNC n+.- 0 N 3 0 L N > o 0 0a, �aE .oC O L o, 0 DON 0•.c + + ya o moo -x+ .2 ~ D �Do 0 2 NCO Sao+ �JE)n QL•-•- �� L U co + N C o Y O — Red insulation or color code 6" length of Line 1 or Line 2 conductors' insulation with red tape where conductor exits the weatherhead. — White insulation or color code 6" length of neutral conductors' insulation with white tape where conductor - — - 1 exits the weatherhead. ® Two Photocell viewing L J windows not shown but - — - — - required when photocell is listed as enclosure - - mounted. Windows not required when photocell is listed as pole top mounted. 1111 1111 Grounding Typical Branch Electrode Circuits SCHEMATIC TYPE A THREE WIRE ' 6 I I � I l01 5 I 1 5 O I I Do not bond this bus to 11 15 the enclosure ING Grounding Typical Branch Electrode Circuit SCHEMATIC TYPE C THREE WIRE WIRING LEGEND Power Wiring -- -- Control Wiring — N — Neutral Conductor — G — Equipment grounding conductor -always required 12012401 � I I � F--—- — - — - —- `—-— - — - — - � I I I � I 3 Bonding Jumper - -- - - -. 1©11 r l I I I I I I LT O L_ 10 10 ICI G N G = G N I Grounding i Electrode i Typical Typical Typical 120 Volt 240 Volt 120 / 240 Volt Branch Circuit Lumincire Branch Circuit Branch Circuit SCHEMATIC TYPE D - CUSTOM 1201240 VOLTS - THREE WIRE SCHEMATIC LEGEND 1 Safety Switch (when required) 2 Meter (when required -verify with electric utility provider) 3 Service Assembly Enclosure 4 Main Disconnect Breaker (See Electrical Service Data) 5 Circuit Breaker, 15 Amp (Control Circuit) 6 Auxiliary Enclosure 7 Control Station ("H-O-A" Switch) 8 Photo Electric Control (enclosure - mounted shown) 9 Lighting Contactor 10 jPower Distribution Terminal Blocks 11 Neutral Bus 12 Branch Circuit Breaker (See Electrical Service Data) 13 Separate Circuit Breaker Ponelboard 14 Load Center 15 Ground Bus Red insulation or color code 6" length of Line 1 or Line 2 120 240 conductors' insulation with red tape where conductor exits the — weatherhead. ' White insulation or color code 6" length of neutral conductors' insulation with white Q tape where conductor p 4/ exits the weatherhead. I IN =0 —I-�----- Lam- --- G N _ G N Grounding Electrode Typical Typical 120 Volt 120 / 240 Volt Branch Circuit Branch Circuit SCHEMATIC TYPE T 20/240 VOLTS - THREE WIRE Galvanized steel -"Buy Off The Shelf" only. When required install photocell top of the pole or on luminaire only, no lighting contractor will be installed. +- rn U •- C 2 cc +aN o N L L L N a N 00 CCE • 00 NED C N o N U00 C ao a o x 4)X1- L H + - U L N N N L +4',0 Too NC no 0 oL L C 3 O L N oa0 U L W �aE A L o C O L o, o DON o• L + + ya o yo o -x+ t ~ o «moo o o N lo Co w N o + wJE�n QL•-•- JH L U c + N C •- Yo o SUPPORT TYPE STEEL POLE (SP) AND STEEL FRAME (SF) White insulation-\ 1.Provide steel pole and steel frame supports as per TxDOT Departmental Material Specification or color code 6" (DMS)11080 "Electrical Services." Mount all equipment and conduit on 12 gauge galvanized of neutral steel or stainless steel channel strut, 1 1/2 in. or 1 % i;/ n. wide by 1 in, up to 3 -4 in, conductor's deep Unistrut, Kindorf, B-line or equal. Bolt or weld all channel and hardware to vertical insulation with members as approved. Do not stock channel. File smooth and point field cut ends of all channel white tape where with zinc -rich paint before installing, conductor exits weatherhead. 2.Provide poles for overhead service with an eyebolt or similar fitting for attachment of the Red insulation service drop to the pole in conformance with the electric utility provider's specifications. or color code 6" 3.Provide and install galvanized Y4 1n. x 18 in, x 4 in. (dia. x length x hook length) anchor length of Line 1 bolts for underground pports. Provide and install galvanized 74 in, x 56 in. x 4 in, round service supports. or Line 2 conductor's anchor bolts for overhead service supports. Ensure anchor bolts have 3 in of thread, with insulation with 3 /4 in. to 31/2 in. of the exposed anchor bolt projecting above finished foundation. Provide red tape where and install leveling nuts for all anchor bolts. conductor exits 4.Bond one of the anchor bolts to the rebar cage with 6 AWG bare stranded copper conductor. Use the weatherhead. Conductor slack listed mechanical connectors rated for embedment in concrete. See Inset B. length, 12" min., g' pole and steel frame foundations for oil 5.Furnish and install rigid metallic ells in all steel 18" max. conduits entering the service from underground. Meter- 6 ' Use class C concrete for foundations. Ensure reinforcing steel is Grade 60 with 3" of Safety unobstructed concrete cover. Switch 7.Drill and tap steel poles and frames for11/2 in. X 13 UNC tank ground fitting. For steel pole service a supports, provide and install tank ground fitting 4 in. to 6 in, below electrical service enclosure. Provide properly sized hole through the bottom of the enclosure for the service grounding electrode o Inset conductor. Ensure electrical service grounding electrode conductor is as short and straight as possible from the enclosure to the tank ground fitting. For steel frame service supports, provide and install tank ground fitting on steel frame post. Install service grounding electrode conductor in a non-metallic 2 conduit or tubingfrom the enclosure to the steel frame post. Connect electrical service grounding electrode conductor to the tank ground fitting. See steel frame and steel pole details and Inset A for _ more information. Size service entrance conduit and branch circuit conduit as shown in the plans. For underground conduit runs from the electrical service, extend RMC from the service enclosure to an RMC elbow, and then connect the schedule type and size of conduit shown in the plans. Provide and install grounding bushings where RMC terminates in the enclosure. Grounding bushings are not required when RMC Ts fitted into a sealing hub or threaded boss. 8.If Steel pole or frame is painted, bond each separate painted piece with a bonding jumper attached to a tapped hole. 9.Provide 1/4" - 20 machine screws for bonding. Do not use sheet metal screws. Remove all non- conductive material at contact points. Terminate bonding jumpers with listed devices. Install minimum size 6 AWG stranded copper bonding jumpers. Make up all threaded bonding connections wrench tight. 10.Avoid contact of the service drop and service entrance conductors with the metal pole to prevent abrasion of the insulated conductors. Class "C 2" to 6" 4 (typ. ) 20' measured from grade. Circumtonces may require the electrical service support to be taller than the 20" shown, check with utility before installing. , Point of attachment of service drop to be below weatherhead. Conduit support spacing, 3'max from the ends, and 5' in between —Service unless otherwise Enclosure called for by the utility. Inset A Service Channel Enclosure bracket or other arrangement approved by the Engineer. (Kindorf, Unistrut, B-line or equal.) C m I. .0 concrete `PVC II II: �I leRMC 24 Ilia. x 60" depth foundation 4-#5 reinforcing bars and #2 spiral (typ.) at 6" pitch WITH SAFETY SWITCH SERVICE SUPPORT TYPE SP Drill, top, and thread 11.Shop drawings are not required for service support structure unless specifically stated 1/2" X 13 UNC. Install elsewhere or directed by the Engineer, tank ground fitting, Varies connect electrical 72" above grade Max. SAFETY SWITCH METER RMC SERVICE ENCLOSURE 20" min. Center of meter socket 60" typical above grade. (Verify with utility) Threaded boss Steel post Channel Strut for mounting equipment. Number of struts as needed to securely mount equipment Inset A Inset B Inset B Xi 11 I,; I`+ 1 1 1 2 24" dia. x 48" 40 .Ya 1, I:,.1' J. rl .1:, foundation 4-#5 reinforcing bars and 42 spiral WITH SAFETY SWITCH at 6" pitch (typ.) FRONT VIEW SERVICE SUPPORT TYPE SF(U) Inset A „J_ Top of weatherhead to be 2" to 6", 4" typical below the top of pole. White insulation or color code 6" of neutral conductor's insulation with white tape where conductor exits weatherhead. Red insulation or color code 6" length of Line 1 or Line 2 conductor's insulation with red tape where conductor exits the weatherhead. Conductor slack length, 12" min., 18" max. Meter Inset B g h 1 1 1.' 24" dia. X 60" PVC RMC III 1� foundation 4-#5 II IIreinforcing bars A4 11 I: and #2 spiral at 6" `I,1 I hL'I pitch (typ.) WITHOUT SAFETY SWITCH (0) - OVERHEAD SERVICE Ce ni.,+o n service grounding electrode conductor. See Note 7. IIIIIII Rebor FRONT VIEW INSET A V (ir i PC fSery I ce Enclosure Safety switch (when required)- 0 WITHOUT SAFETY SWITCH - UNDERGROUND SERVICE ri 3' T max. t , 0 2" c I. RMC to A utility Inset A Inset B C LPVC 24" dia. x 36" depth foundation 4-#5 reinforcing bars and #2 spiral (typ.) at 6" pitch WITH SAFETY SWITCH SERVICE SUPPORT TYPE SP(U) INSET B -o = C. o o °' L L L - a, _ C M N J N } 0 3/4" dia. o z m N L N o N Ic U C f� Hook Length HOOKED ANCHOR DETAIL - UNDERGROUND SERVICE rad i us, 2 1/2 " TYP. NOTE: �1 All rough edges shall I II > be ground ~ Smooth Drain hole J for go I v. �y2 „ '122 - places TYP. _ 3/6 POLE TOP PLATE 24" Diameter drill shaft g '•'�•e e 1 1/4 Conduit pob< 5 /z ® ® BASE PLATE DETAIL %6 /4 BOTTOM OF POLE 1 1/4 8" SERVICE SUPPORT TYPE SF & SP u 0 dd d b u 5" thick /2" expansion concpad(class C joint material iO concrete and `^ 6" X 6" #6 wire mesh) Dimension varies, install only as wide as required to accommodate equipment TOP VIEW SERVICE SUPPORT TY SF (0) & SF (U) ROADWAY ILLUMINATION ASSEMBLY NOTES +— rn U •- C 2 C J a awi O w L ow L L 0 a w 00 CCE -00 Lwo wE w J L C o o w Cow C + wr— oxh xw XF L w . (? L w N w L +u',o '00 Do 0 N 3 0 c W L w > o 0 UQ. UL W wao - E T L OCO L O O O L L cod owL w + wo w x O -x+ t ~ o «moo 0 0 wC woo ww O + w J E w ^www ar•-•- JH L U c + N C o Y O 1. Details apply to roadway lighting installations bid or referenced under Item 610, "Roadway Illumination Assemblies." Provide, furnish, and install all other materials not shown on the plans which may be necessary for complete and proper construction. Where manufacturers provide warranties or guarantees as a customary trade practice, furnish to the State such warranties or guarantees. 2. The locations of poles and fixtures may be shifted by the Engineer to accommodate local conditions. Install or remove poles and luminaires located near overhead electrical lines using established industry and utility safety practices and in accordance with laws governing such work. Consult with the appropriate utility company prior to beginning such work. 3. Provide new and unused materials. Ensure that all materials and installations comply with the applicable articles of the National Electrical Code (NEC),TxDOT standards and specifications, National Electrical Manufacturers Association (NEMA),and are listed by Underwriters Laboratories (UL) or a Nationally Recognized Testing Lab (NRTL). NRTLs such as Canadian Standard Association, Intertek Testing Services NA Inc., or FM Approvals LLC can be considered equivalent to UL. Faulty fabrication or poor workmanship in any material, equipment, or installation is justification for rejection. 4. Provide Roadway Illumination Light Fixtures as per TxDOT Departmental Material Specification (DMS) 11010, Item 610, and as shown on the Material Producers List (MPL) for Roadway Illumination and Electrical Supplies. 5. Fabricate steel roadway illumination poles in accordance with Roadway Illumination Poles (RIP) standards and Item 610. Poles fabricated according to RIP standards do not require shop drawing submittals. a. Alternate designs to RIP standards or the use of aluminum to fabricate poles will require the submission of shop drawings electronically. For instructions on submitting shop drawings electronically see "Guide to Electronic Shop Drawing Submittal" on the TxDOT web site. b. Limitations on use of the RIP standard: The RIP standard details were developed for installations in locations where the 3-second gust basic maximum wind speed is 110 mph, and where the elevation of the base of the pole is less than (i.e. not more than) 25' above the elevation of the surrounding terrain, in accordance with the "AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals," 6th Edition (2013) of the AASHTO Design Specifications. For poles to be installed in regions where the maximum basic wind speed exceeds 110 mph or to be mounted more than 25' above the surrounding terrain, provide poles meeting the following requirements: i. Submittals. Following the electronic shop drawing submittal process (see Guide to Electronic Shop Drawing Submittal on the TxDOT web site), submit to the Engineer for approval fabrication drawings and calculations for the poles, sealed by a Texas licensed professional engineer (P.E.). ii. Luminaire Structural Support Requirements. Provide light poles, arms, and anchor bolt assemblies with a 25 year design life to safely resist dead loads, ice loads and the required basic wind speeds at the location of installation in accordance with the 6th edition (2013) of the AASHTO Design Specifications. For transformer base poles, include transformer base and connecting hardware in calculations and shop drawing submittals. Structurally test all transformer bases to resist the theoretical plastic moment capacity of the pole. Submit certification of the plastic moment load test and FHWA breakaway requirement test of the model of base being furnished with the shop drawings. Show breakaway base model number, manufacturer's name, and logo on shop drawings. Include on manufacturer's shop drawings the ASTM designations for all materials to be used. 6. For both transformer and shoe -base type illumination poles, provide and install double -pole breakaway fuse holders as specified by DMS-11040. Breakaway fuse holders are listed on the MPL for Roadway Illumination and Electrical Supplies under Items 610 & 620. Provide 10 amp time delay fuses for breakaway connectors in light poles, or inside the light fixture for underpass luminaires. In each pole, connect luminaires to the breakaway connector with continuous stranded 12 AWG copper conductors as listed on the MPL. Bond all equipment grounding conductors together and to the ground lug in the transformer base or hand hole. 7. Tighten anchor bolts for shoe base, concrete traffic barrier base, and bridge mount roadway illumination poles, in accordance with Item 449. 8. Install T-Base with following procedure: a. Anchor Bolt Tightening. i. Coat the threads of the anchor bolts with electrically conductive lubricant. ii. Place the T-base over the anchor bolts. Foundation must be level and flat. The maximum permissible gap under any one corner of the t-base is 1/8" before nuts are tightened. iii.Coat the bearing surfaces of the nuts and washers with electrically conductive lubricant. Install (1) 1/2" hold down washer, (1) lock washer, and (1) nut on each anchor bolt. Turn the nuts onto the bolts so that each is hand -tight against the washer. iv. Using a torque wrench, tighten each nut to 150 ft-lb. Uniform contact is required between the foundation and the T-base in the corner regions of the T-base, and all corner gaps must be closed after applying torque. If a gap still exists after torquing to 150 ft-Ibs, continue torquing each bolt incrementally until gap is closed or maximum allowable torque of 250 ft. pound is reached, whichever comes first. If 250 ft-Ibs is not enough to close the gap the foundation must be leveled. Gaps along the straight sides of the T-bases and the foundation are permissible. Ensure that no high point of contact occurs between the straight sides of the T-base and the foundation. V. Check top of T-base for level. If not level then foundation must be leveled. b. Top Bolt Procedure ii. Install bolts and 1/2" connecting washers from the inside of the T-base, thread up through the pole base. Install flat washers, lock washers and nuts snug tight according to Item 447, "Structural Bolting." iii.Tighten each nut to 150 ft-lb. using a torque wrench. C. Level and Plumb i. Ensure pole is plumb and most arm is perpendicular to the roadway according to plans to within 5 degrees. 9. Construct luminaire pole foundations in accordance with Item 416, "Drilled Shaft Foundations," and TxDOT standard sheet RID(2). 10. Provide and install underpass luminaires in accordance with Item 610, DMS-11010, and TxDOT standard sheet RID(3). Typical luminaire size for underpass luminaires is 150W HPS or 150W EQ LED. 11. Mount luminaires on arms level as shown by the luminaire level indicator. 12. Orient luminaires perpendicular to the roadway intended to be lit unless otherwise shown on the plans. Wiring Diagram Notes: O Use 1/2 in.-13 UNC threaded, copper or tin-plated copper, pole bonding connector, sized appropriately for conductors, bonded to T-base, or use ground lug in handhole as available. OUse pre -qualified two -pole breakaway connectors for all luminaire pole installations. For luminaires fed by a circuit with a neutral conductor, use double pole breakaway connectors with the neutral side unfused and marked white. ( Split Bolt or other connector. Decorative LED Lighting Notes: 1. LED Drivers in Remote Outdoor enclosures (for drivers that do not include an enclosure as part of a factory assembly): G. Provide NEMA 3R outdoor enclosure or as approved. b. Install enclosure at least 12" above ground or other horizontal surface. Mount vertically or on ceiling, and avoid direct sun where possible. C. Install drivers with at least 2 inches of space from enclosure walls. d. For multiple drivers in an enclosure, provide at least 4 inches side to side and 1 inch end to end from other drivers or electronic equipment e. For drivers mounted on back wall of enclosure, mount enclosure on 1 5/8" strut or other standoff to dissipate heat, or mount driver to side of the enclosure or to the metal cover. f. Provide remote drivers with a maximum of 100 watts g. Provide drivers with documentation of 100,000 hr lifetime at Tcose of 65C or higher. Driver 5/g" Strut Driver Enclosure i. Erect pole over T-base with crane. Coat bolts, nuts, washers, and lock washers with electrically conductive lubricant. ww Driver Spacing In Remote Enclosure H J a .. o u_ L1,L2 = Hot Conductors G = Grounding Conductor TYPICAL WIRING DIAGRAM LUMINAIRES SERVED AT 480V ON 240/480 VOLT SERVICE OR LUMINAIRES SERVED AT 240V FOR 120/240 VOLT SERVICE. TC C0 N ' L 04) TC + 0 C U 0) o0J LL 0.0 3 + 00 z �« TL .+w +- rn U •- C 2 C 0 t a 4)) O N L L L 0 a d 00 CCE • 0 O NED C o o N E,ow wr- apu0) ox4) XF L Ld N 0) L L > L +u,0 '00 n0 0 N 3 0 L 0) Oao CAL 0 u aE D C O L o 0 '0L L C 0 N 0• L + + vao yX0 -x+ .0 + o TL 0 1� O 0 0 vao Sao+ E a ^N W.) JH L U c N C Y •- 'o o O C Z z Q 00 a w Ln When shown on the 4" concrete riprap plans 4" concrete with 6"x 6" riprap with 6"x 6" (W2.9 x W2.9) 1V:6H or (W2.9 x W2.9) welded wire fabric flatter 1/4 welded wire fabric reinforcement tooled reinforcement foreslope radius Foundation even with Level finish finished grade on downhill Foundation side of foundation. Conduit ht.�even with Level Conduit ht. 2 (t1.0) // gradehed q finish 2^(±I.0) Ih118 //T \ TUFU \ I I c I II ' 6 - #4 Bars 6 - tt4 Bars a 00 I` II I a I w Conduit Template 1 Conduit- Template 2" minimum --I—I� L (Typical) o„ 30" 2" minimum o a (Typical) U > H ^ 30" iv V tt3 at 6" pitch, o a 2 flat turns top and bottom. #3 at 6" pitch, a 2 flat turns top and bottom. SECTION A -A SECTION A -A SHOWING SLOPED GRADE 4 Anchor Bolts ° F � A� When required - I° 4" concrete riprap with 6"x 6" (W2.9 x W2.9) T. 2" welded wire fabric reinforcement �- SHOWING CONSTANT GRADE 6 - tt4 Bars Conduit (See plans for conduit size. Match duct cable size if used. See ED standard sheets.) A Grade break lines ]FOUNDATION DETAIL TABLE I ANCHOR BOLTS POLE BOLT CIRCLE ANCHOR MOUNTING BOLT Shoe Base T-Bose HEIGHT SIZE <40 ft. 13 in. 14 in. 1in.x 30 i n. 40-50 ft. 15 in. 17 /qin. 1 1/4in. i x 30 n. TABLE 2 RECOMMENDED FOUNDATION LENGTHS (See note 1) MOUNTING TEXAS CONE PENETROMETER HEIGHT N Blows/ft 10 15 40 <20 ft. 6' 6' 6' >20 ft. 8' 6' 61 to 30 ft. >30 ft. 81 8 61 to 40 ft. >40 ft. 10, 8' 61 to 50 ft. TABLE 3 PAY QUANTITY OF RIPRAP PER (Install only when shown on FOUNDATION the plans) Foundation Diameter RIPRAP DIAMETER RIPRAP (CONC) (CL B) 30 in. 78 in. 0.35 CY Hex nut Lock washer Flat washer—] �Baseplate c — — �oC �yo a+ m a L M o Flat washer v,LL 0 Hex nut 1 /2" TYp, 1 /4" TYP, 3/4" max 1/2" max Tied to rebar cage see note 10 v 0L7A1r.1 n A 0T Top of Foundation Lock washer o a c Hex nut +^ Ho I ddown a) I Washer a m I z v I Anchor' (bolts I I I I Bottom Anchor Bolt Template See RIP Standard ANCHOR BOLT DETAIL •r-n A eic GENERAL NOTES: 1."Recommended Foundation Lengths" table is for information purposes only. Foundation lengths shall be as shown on the pions, or as directed by the Engineer. Foundations will be paid for under Item 416, "Drilled Shaft Foundations," unless otherwise shown on the plans. 2. Erect roadway illumination assembly poles plumb and true. Form and level the top 6" of the foundation so the pole will be plumb. Use leveling nuts to plumb shoe base poles. Do not use shims or leveling nuts under transformer bases. Do not grout between baseplate and the foundation. 3. Ensure Class 2A and 2B fit for anchor bolts and nuts. Top and chose nuts after galvanizing. Anchor bolt body with rolled threads need not be full size. 4. Use appropriate class of concrete as specified in Items 416 and 432. Concrete for riprap may be upgraded to Class C at no extra cost to the Department. 5. Place riprap around the foundation when called for elsewhere in the plans. Riprop will be paid for under Item 432. 6. Locate breakaway roadway illumination assemblies as shown in the placement table, unless otherwise dimensioned on the plans. Protect non -breakaway illumination assemblies from vehicular impact (i.e. 2.5 ft. behind guard rail or mounted on traffic barrier), or located outside the clear zone, except that 2.5 ft. from curb face is minimum desired for light poles on city streets, 45 mph or less. See Roadway Design Manual for further information. 7. Use 4 hold down and 4 connecting washers on transformer base poles as recommended by the manufacturer and supplied with base. 8. Install a minimum of 2 conduits in each foundation. See lighting layout sheets for locations of foundations with more than 2 conduits. Cap unused conduits in foundations on both ends. 9. Conduit location in foundations is critical for breakaway devices. Place conduits 2 in. apart on centerline as shown. 10. Bond anchor bolt to rebar cage with #6 bare stranded copper conductor. Use listed mechanical connectors rated for embedment in concrete. The bonded steel in the foundation creates a concrete encased grounding electrode which replaces the ground rod. 11. Grade earthwork around T-base foundations even with the finished grade as shown in Section A -A to ensure proper function of the breakaway device. Use riprap on T-base foundations that are located on sloped grades, and as shown on the plans for level grades. TABLE 4 BREAKAWAY POLE PLACEMENT (See note 6) ROADWAY FUNCTIONAL ** POLE OFFSET (DISTANCE CLASSIFICATION TO FACE OF TRANSFORMER BASE) Freeway Mainlines 15 ft. (minimum and (roadway with full typical) from lane edge control of access) All curbed, 45 mph 2.5 ft. minimum (15 ft. or less design speed desirable) from curb face All others 10 ft. minimum*(15 ft. desirable) from lane edge or as close to ROW line as is practical * provide 2/5 of the luminaire mounting height behind the pole for "falling area" to prevent encroachment on the other travel lanes. See design guidelines. 0 Traffic Safety ,Texas Department of Transportation Standard ROADWAY ILLUMINATION DETAILS (RDWY ILLUM FOUNDATIONS) RID (2) -20 FILE: r i d2-20. dgn DN: CK: DW: CK: © TOOT JOnuary 2007 CONT SECT JOB HIGHWAY REVISIONS 1-11 7-17 12-20 DIST COUNTY SHEET NO. 1 198 +— rn U •- C NN- 2 J • Coa +ao o L L L L a o 0o Uco c: E zw o L N 'o NE N 7 L C o o N o, ow c + wr— ao a oxd x L N . U L L U1 N L > L +NO TO U NC no 0 DL L C 3 O L N Oa° U L W J+ �aE T L .oC O L of o 'oL L cod 0•.c + + mr o yx0 -x+ L� + D TL «moo O D ac ..vDo Q o+ w D E�n �NN1q JH L U c + N io •-'o o Y O ww H J a.. o u_ SHIPPING PARTS LIST - POLES AND LUMINAIRE ARMS Nominal Shoe Base T-Base CSB/SSCB Mounted Mounting Ht. (ft) Designation Quantity Designation Quantity Designation Quantity Pole I All A2 ILuminaire Pole I Al I A2 ILuminaire Pole I Al I A2 Luminaire 20 (Type SA 20 S - 4) (150W EQ) LED (Type SA 20 T - 4) (15OW EQ) LED (Type SA 20 S - 4 - 4) (150W EQ) LED (Type SA 20 T - 4 - 4) (150W EQ) LED 30 (Type SA 30 S - 4) (250W EQ) LED (Type SA 30 T - 4) (25OW EQ) LED (Type SP 28 S - 4) (250W EQ) LED (Type SA 30 S - 4 - 4) (250W EQ) LED (Type SA 30 T - 4 - 4) (250W EQ) LED (Type SP 28 S - 4 - 4) (250W EQ) LED (Type SA 30 S - 8) (250W EQ) LED (Type SA 30 T - 8) (250W EQ) LED 31 (Type SP 28 S - 8) (250W EQ) LED (Type SA 30 S - 8 - 8) (250W EQ) LED (Type SA 30 T - 8 - 8) (250W EQ) LED (Type SP 28 S - 8 - 8) (250W EQ) LED 40 (Type SA 40 S - 4) (250W EQ) LED (Type SA 40 T - 4) (25OW EQ) LED (Type SP 38 S - 4) (25OW EQ) LED (Type SA 40 S - 4 - 4) (250W EQ) LED (Type SA 40 T - 4 - 4) (250W EQ) LED (Type SP 38 S - 4 - 4) (250W EQ) LED (Type SA 40 S - 8) (250W EQ) LED (Type SA 40 T - 8) (250W EQ) LED (Type SP 38 S - 8) (250W EQ) LED (Type SA 40 S - 8 - 8) (250W EQ) LED (Type SA 40 T - 8 - 8) (250W EQ) LED (Type SP 38 S - 8 - 8) (250W EQ) LED (Type SA 40 S - 10) (250W EQ) LED (Type SA 40 T - 10) (25OW EQ) LED (Type SP 38 S - 10) (25OW EQ) LED (Type SA 40 S - 10 - 10) (250W EQ) LED (Type SA 40 T - 10 - 10) (250W EQ) LED (Type SP 38 S - 10 - 10) (250W EQ) LED (Type SA 40 S - 12) (250W EQ) LED (Type SA 40 T - 12) (25OW EQ) LED (Type SP 38 S - 12) (250W EQ) LED (Type SA 40 S - 12 - 12) (250W EQ) LED (Type SA 40 T - 12 - 12) (250W EQ) LED (Type SP 38 S - 12 - 12) (250W EQ) LED 50 (Type SA 50 S - 4) (40OW EQ) LED (Type SA 50 T - 4) (40OW EQ) LED (Type SP 48 S - 4) (40OW EQ) LED (Type SA 50 S - 4 - 4) (40OW EQ) LED (Type SA 50 T - 4 - 4) (40OW EQ) LED (Type SP 48 S - 4 - 4) (40OW EQ) LED (Type SA 50 S - 8) (40OW EQ) LED (Type SA 50 T - 8) (40OW EQ) LED (Type SP 48 S - 8) (40OW EQ) LED (Type SA 50 S - 8 - 8) (40OW EQ) LED (Type SA 50 T - 8 - 8) (40OW EQ) LED (Type SP 48 S - 8 - 8) (40OW EQ) LED (Type SA 50 S - 10) (40OW EQ) LED (Type SA 50 T - 10) (40OW EQ) LED (Type SP 48 S - 10) (40OW EQ) LED (Type SA 50 S - 10 - 10) (40OW EQ) LED I I(Type SA 50 T - 10 - 10) (40OW EQ) LED (Type SP 48 S - 10 - 10) (40OW EQ) LED (Type SA 50 S - 12) (40OW EQ) LED I I(Type SA 50 T - 12) (40OW EQ) LED (Type SP 48 S - 12) (40OW EQ) LED (Type SA 50 S - 12 - 12) (40OW EQ) LED I I(Type SA 50 T - 12 - 12) (40OW EQ) LED (Type SP 48 S - 12 - 12) (40OW EQ) LED GENERAL NOTES: 1. All work, materials and services not shown on the plans which may be necessary for complete and proper construction shall be performed, furnished and installed by the Contractor. Faulty fabrication or poor workmanship in any material, equipment or installation will be considered justification for rejection. Where manufacturers provide warranties or guarantees as a customary trade practice, furnish to the Department such warranties or guarantees. 2. The location of poles and fixtures are diagrammatic only and may be shifted by the Engineer to accommodate local conditions. Install or remove poles and luminaires located near overhead electrical lines using established industry and utility safety practices and in accordance with laws governing such work. Consult with the appropriate utility company prior to beginning such work. 3. Standard Steel Pole Designs. Steel poles fabricated in accordance with the details and dimensions shown herein, shall be considered standard designs. Submission of shop drawings and design calculations for standard designs is not required. 4. Optional Steel Pole Designs. Multi -sided steel poles may be allowed as optional designs, if steel poles are permitted or required, pending approval by the Department as outlined below. a. Shop Drawings. Optional designs require submission of shop drawings and design calculations bearing the seal of an engineer licensed in the State of Texas, in accordance with Item 441, "Steel Structures." The Department may elect to pre -approve some shop drawings for optionally designed poles. Submission of shop drawings and design calculations is not required for structures fabricated in accordance with the details of shop drawings on the pre -approved list maintained by the TxDOT Traffic Operations Division. Any deviation from the pre -approved shop drawings will require submission of shop drawings of the complete assembly and design calculations as described above. b. Structural Support Design for Luminaires. Lighting support structures shall be designed for a 25 year design life in accordance with the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, 6th Edition (2013) and Interim Revisions thereto. All poles shall be designed for 110 mph 3-second gust wind speeds. The Gust Factor, G, and Wind Importance Factor, Ir, shall be applied as per the AASHTO Specifications assuming a 25-year design life. The design wind pressure for hurricane wind velocities greater than 100 mph shall not be less than the design wind pressure using 100 mph with the non -hurricane Wind Importance Factor, Ir, value. For transformer base poles, fabricator shall include transformer base and connecting hardware in design calculations and shop drawing submittals. All transformer bases shall have been structurally tested to resist the theoretical plastic moment capacity of the pole. Certification of the plastic moment load test and FHWA breakaway requirement test of the model of base being furnished shall be submitted with the shop drawings. Shop drawings shall show breakaway base model number, and manufacturer's name and logo. Manufacturer's shop drawings shall include the ASTM designations for all materials to be used. c. Most Arm Attachments. All poles and attachments shall be structurally designed to support two 12-foot most arms and luminaires. Poles shall be supplied with most arm combinations as shown in the plans. All most arms shall be designed for a 60-pound luminaire having an effective projected area of 1.6 square feet. d. Anchor Bolt Assembly. Anchor bolt assemblies for optionally designed poles shall be the some as those shown herein. 5. Aluminum Pole Designs. Aluminum pole designs may be allowed, if aluminum poles are permitted or required, pending approval by the Department as outlined below. a. Meet all of the requirements stated above for optional steel pole designs and the following: 1. Aluminum poles shall be fabricated in accordance with "Structural Welding Code -Aluminum" AWS D1.2. 2. Aluminum pole designs shall use the some anchor bolt assembly and be subject to the some geometric restraints and other requirements for steel poles specified herein. 3. Aluminum poles shall be equipped with vibration mitigation devices, as approved by the engineer. 4. Pole components shall be constructed using the following material: Shaft: ASTM B221 or B241 Alloy 6063-T6, ASTM B209 Alloy 5086-H34, ASTM B221 Alloy 6005-T5. Base Flange: ASTM B26 Alloy 356.0-T6 or ASTM B108 Alloy 356.0-T6 (Yield strength test required). Most Arm Fitting: ASTM B209 Alloy 6061-T6 or ASTM B221 Alloy 6005-T5. Most Arms: ASTM B241 Alloy 6061-T6 or Alloy 6063-T6. Pole Cap: ASTM B209 Alloy 5086-H32 or ASTM B108 or B26 Alloy 356.0-T6. Bolts: Stainless Steel AISI 300 series. Bolts threading into aluminum threads shall be treated with anti -seize compound, Never-Seez Compound, Permatex 133K or equal. 6. Special Designs. Poles with architectural treatments shall meet the requirements shown elsewhere in the plans. 7. Luminaire Mounting Height. Actual luminaire mounting height shall be the nominal mounting height given on RIP(2) for all pole -arm combinations except for poles with 4 ft. luminaire arms, which shall be 3'-0" lower than the nominal height, unless otherwise shown or directed. OTHER Designation Pole Al A2 Luminaire Quantity EXPLANATION OF ROADWAY ILLUMINATION ASSEMBLY DESIGNATIONS (TYPE SA 50 T X - X) (40OW EQ) LED SA: Pole and most arm may be steel or aluminum. ST: Pole and most arm must be steel. AL: Pole and mast arm must be aluminum. SP: Special (ovalized) steel or aluminum pole for installing on CSB or SSCB. See standard sheet CSB (4), or SSCB (4). Two numerical digits denote nominal mounting height in feet. Next letter denotes type of base, (S-Shoe Base, T-Transformer Base, or B-Bridge/Ret.Wall Mount) First number denotes length of most arm in feet. Use of second most arm is indicated by second dashed number which denotes length in feet. Luminaire rating in watts (i.e. 40OW). Equivalent wattage LED fixtures will include EQ (i.e. 40OW EQ) Last letters indicate light source (S - High Pressure Sodium; LED - LED luminaire) SHEET 1 OF 4 TC C O o •L - w o N TC + O C U N oN� LL 3++ 00 z �« TL .+w t-U U •- C NN- 2 C 0 } QN O W)L O N L L 0 EL N CCE • w o NED C N o N E,ow wr- a0 0 o x 4)xF L N Ld N N L +q)0 Too NC Do 0 N 3 0 L N Oa0 U L W) �aE T L D C O L o o DON 0•.c w + ao yx0 x+ t ~ D TL o 1� O O O N10O Sao+ �OE�n ^NNW) QL•-•- JH L U D + 2 E Y O Ld w H J a.. o E� L t ` - zz� See Pole Top Detail, Sheet 3 of 4 Simplex Arm Connection See Handhole Detail, Sheet 3 of 4 � N Ln Handhole location for ground 60% of LP-3 mounted poles Pole Thickness See Shoe Base Baseplate Detail, Sheet 4 of 4 Handhole on traffic side c x n of pole for - a bridge and = retaining wall o un _ mounted poles •o See Shoe Base Anchors See BL and RW(LB) Bolt Assembly Detail, Standards Sheet 4 of 4 Ground Mounted I Bridge & Retaining Wall Mounted SHOE ]BASE POLE SHOE BASE POLE Luminaire Mounting Height (Nominal)(ft) Bose Diameter (in) Top Diameter (in) Length (ft) Pole Thickness (in) Design Moment (K-ft) 20.00 7.00 4.90 15.00 0.1196 7.1 30.00 7.50 4.00 25.00 0.1196 13.2 31.00-39.00 8.00 4.36-3.24 26.00-34.00 0.1196 20.7 40.00 8.50 3.60 35.00 0.1196 20.7 50.00 10.50 4.20 45.00 0.1196 30.3 GENERAL NOTES: 1. Designs conform to AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals , 6th Edition (2013) and Interim Revisions thereto. Design 3-Second Gust Wind Speed equals 110 mph with a 1.14 gust factor. A wind importance factor of 0.80 is applied to adjust the wind speed to a 25 year recurrence interval. Design moments listed in tables assume base of pole is 25' above natural ground level. 2. Structures are designed to support two 12' luminaire most arms and luminaires. Most arms are designed to support a 60-pound luminaire having an effective projected area of 1.6 square feet. 3. Fabrication shall be in accordance with the Specifications and with the details, dimensions, and weld procedures shown herein. Do not submit shop drawings for roadway illumination pole assemblies fabricated in accordance with the details, dimensions, and weld procedures shown herein. Weld references call for preapproved weld procedures which the Fabricator must obtain prior to fabrication. Materials, fabrication tolerances, and shipping practices shall meet the requirements of these sheets and the Specifications. In the absence of specified fabrication tolerances, dimensions shall be within the tolerances generally obtainable in normal fabrication practice. ` - zz� See Pole Top Detail, Z \ Sheet 3 of 4 O l.� Simplex Arm Connection L } C C N J 60% of LP-3 Pole Thickness See Transformer Base Baseplate Detail, Sheet 4 of 4 See Transformer Base Details, Sheet 4 of 4 See Transformer Base Anchor Bolt Assembly Detail, Sheet 4 of 4 TRANSFORMER ]BASE POLE a C E 0 C } L o+ a) C c t c( 0 0 N L �o C E J TRANSFORMER BASE POLE Luminaire Mounting Height (Nominal)(ft) Base Diameter (in) Top Diameter (in) Length (ft) Pole Thickness (in) Design Moment (K-ft) 20.00 7.00 5.11 13.50 0.1196 7.1 30.00 7.50 4.21 23.50 0.1196 13.2 31.00-39.00 8.00 4.57-3.45 24.50-32.50 0.1196 20.7 40.00 8.50 3.81 33.50 0.1196 20.7 50.00 10.00 3.91 43.50 0.1196 30.3 4. For mounting heights between values shown in the tables, use base diameter and thickness values for the larger height. 5. Unless otherwise noted, all steel parts shall be galvanized in accordance with Item 445, "Galvanizing." 6. Steel poles shall be fabricated in accordance with Item 441,"Steel Structures." Longitudinal seam welds for pole sections shall have 60% minimum penetration. All welding shall be in accordance with AWS D1.1, Structural Welding Code -Steel. 7. Two -section poles joined by circumferential welds will not be permitted, unless otherwise shown on the plans. Poles may be fabricated in two sections and field - assembled by the lap -joint method. The two sections shall telescope together with a lap length of not less than 1-1/2 times the shaft diameter at the lap joint. 8. Alternate material equal to or better than material specified may be substituted with the approval of the Engineer. 9. Lubricate and tighten anchor bolts, when erecting shoe base poles and concrete traffic barrier base poles, in accordance with Item 449, "Anchor Bolts." ` - See Pole Top Detail, \ Sheet 3 of 4 Q L C C N J O Simplex Arm Connection Seam Weld located 45° from most arm axis LP-3 60% of Pole Thickness See Handhole Detail, Sheet 3 of 4 o See Concrete Traffic Barrier Base Baseplate Detail, Sheet 4 of 4 u L C O o Q} U U L N U V) See Concrete Traffic Barrier Base Anchor Bolt Assembly Detail, Sheet 4 of 4 CONCRETE TRAFFIC BARRIER (BASE POLE CONCRETE TRAFFIC BARRIER BASE POLE (CSB/SSCB) Luminaire Mounting Heig(Nominaht(ft) Bose(2) Diameter (in) Top Diameter (in) Length (ft) Pole Thickness (in) Design Moment (K-ft) About (L of Rail Perp. to Rail 28.00 9.00 5.78 23.00 0.1196 10.3 13.2 38.00 9.00 1 4.38 33.00 0.1196 16.6 20.8 48.00 10.50 1 4.48 43.00 0.1345 25.1 30.5 10. All poles, except Transformer Base Poles, shall have hand holes with reinforcing frames and covers. For ground mounted shoe base poles, hand holes shall be placed 90 degrees to most arm unless otherwise noted on the plans. For poles mounted on a concrete traffic barrier with one luminaire arm, hand holes shall be located 180 degrees from luminaire arm. For poles mounted on a concrete traffic barrier with two luminaire arms, all hand holes shall be on the some side of the barrier. For poles mounted on a bridge lighting bracket or a retaining wall lighting bracket, hand hole shall be on traffic side of the pole, at a height that will clear the barrier. 11. The finished pole shall have a smooth, uniform finish free of pits, blisters, or other defects. Scratched, chipped, and other damaged galvanized areas on poles and most arms shall be repaired in accordance with Item 445, "Galvanizing." 12. Pole length is based on a 5'-6" luminaire arm rise. 4 ft. luminaire arms have a 2'-6" rise. A pole with 4 ft. luminaire arms will have an actual mounting height 3'-0" less than the nominal mounting height. Increasing the pole length to meet the nominal mounting height is allowed, but unnecessary unless otherwise directed by the engineer. 13. Erect transformer base poles in accordance with sheet RID(]). MATERIAL DATA ASTM MIN. COMPONENT DESIGNATION YIELD (ksi) A572 Gr 50, A595 Gr A, Pole Shaft (0.14"/ft. Taper) Gr050 CSL2S0 , 50 or A1008 HSLAS Gr 50 Cl 2 A572 Gr.50, or Bose Plate and Handhole Frame A36 36 T-Base Connecting Bolts F3125 Gr A325 92 F1554 Gr 55, 55 Anchor Bolts A193-B7 or A321 105 Anchor Bolt Templates A36 36 A194 Gr 2H,or Heavy Hex (H.H.) Nuts A563 Gr DH Flat Washers F436 NOTES, Q 2'-6" rise for 4 ft. luminaire arms. Q Before ovalized as shown on Concrete Traffic Barrier Base Baseplate details, Sheet 4 of 4. Q3 A1011 SS Gr 50 may be used instead of HSLAS, provided the material meets the elongation requirements for HSLAS. POLE ASSEMBLY FABRICATION TOLERANCES TABLE DIMENSION TOLERANCE Shaft length 1" I.D. of outside piece of slip fitting pieces O.D. of inside piece of slip fitting pieces .1/32", -1/8" Shaft diameter: other •3/16" Out of "round" 1/4" Straightness of shaft 11/4" in 10 ft Twist in multi -sided shaft 40 in 50 ft Perpendicular to baseplate 1/8" in 24" Pole centered on baseplate ±1/4" Location of Attachments ±1/4" Bolt hole spacing SHEET 2 OF 4 ® Traff/c Safety ,Texas Department of Transportation Standard ROADWAY ILLUMINATION POLES RIP (2) -1 9 FILE: rip-)9. dgn DN: CK: DW: CK: (C)TOOT JOf1U Dry 2007 CONT SECT JOB HIGHWAY 7-17 12 19 REVISIONS DIST COUNTY SHEET NO. TC C0 N ' L 04) TC +0 C U N o0J LL 3++ 00 TL .+w +— co U •- •-Coa :0)+aN o N L L L N EL N ou CCE N o L N 'o NE C N o N o, ow c a o U)) o x N x L N L (1) N N L +NO Too NC Do 0 N 3 0 L N Oa0 O• L N u a D C O L o o DON 0•.c ++ vao yx0 -x+ t ~ D ��o o D N�o Sao+ w �Eln JH L U D + .N C o Y O U N C v U) m + O 4- x � N O a. CO E � N +I LO Arm Lenath Strut R 5/16 "x 2" Mi 2" SCH 40 Pipe 2 3/e 0. D. Strut R 5/6 " x 2" Min.— / 0' (•z, -o° ) g Min. straight j2'Max. length Removable plastic or galvanized metal cap 2'-0"±/2" Min. 07 2'-6"±'/2" Max. LA- 1 /6 �-1 `/2" SCH 40 Pipe 1 7/e ' 0. D. LA-1 1/4 LUMINAIRE ARM LUMINAIRE ARM DIMENSIONS Nominal Arm Length Arm Length Rise 4'-0" 3'-6" 2,-6" 6'-0" 5'-6" 5'-6" 8'-0" 7.-6" 5'-6" 10'-0" 9'-6" 5'-6" 12'-0" 11'-6" 1 5'-6" ARM ASSEMBLY FABRICATION TOLERANCES TABLE DIMENSION TOLERANCE Arm Length *1" Arm Rise ±1" Deviation from flat 1/8" in 12" Spacing between holes ±1/32" 2 %"x 3 Approx. in Pole D i a. x 1 11/2 ' g � 1/2" Dia. Holes- Bolt13NC Tapped '/4 Threads --\ 1 Eck Washer Smooth — -m Simplex Lipp Die Simplex UPPER SIMPLEX ]FITTING (Gusset not shown for clarity) �/2 " D i a. x 1 �/2 " A325 Bolt Lip removed (IT lill 177 Lock Washer Arm Simplex Pole Simplex LOWER SIMPLEX FITTING (Gusset not shown for clarity) SECTION B-B LA-3 LA-3 in t 2" DIG. Approx 5" Approx. 4' N ]ROLE SIMPLEX DETAIL(D 5" Approx. X L L a n Q 1 7/g DIG. Approx. AIM SIMPLEX DETAIL O 11/8 " M i n Gusset Plate LA-2- 1/8 .. M i Gusset Plate SIDE ELEVATION SECTION C-C SIMPLEX ATTACHMENT DETAIL / „ Pole Top Cap to be gray iron casting (A48 Class 30), zinc die casting (Zinc Alloy No.3), or Aluminum /2 ..ill..illor "C" Hook for wiring and handling 1/2 " d i a. Commercial Grade Hot Rolled Bar NOTES* O4 Any of the materials listed for plates may be used where the drawings do not specify a particular ASTM designation. 05 A576 must be suitable for forging and also meet minimum tensile strength of 65 ksi, minimum yield of 35 ksi, and elongation in 2 inches of 22 percent. © A572, A1008 HSLAS-F, and A1011 HSLAS-F materials may have higher yield strengths but shall not have less elongation than the grade indicated. Q7 Dimensional limits are given to show acceptable variation in design. All of a Fabricator's production of a particular arm length shall have the some dimensions within specified tolerances. ® Each pole simplex fitting shall be supplied with 2 bolts and 2 lock washers of the size specified. The bolts and lock washers shall be secured to the pole with the other hardware items called for in the plans. (9)Proposed deviations in arm simplex dimensions or materials must be submitted to the Department for approval. 1® A welded handhole frame is permissible. Maximum of two (2) CJP weld splices is allowed. MATERIALS Pole or Arm Simplex ASTM A27 Gr 65-35 or Gr 70-36, A148 Gr 80-50, A576 Gr 1021 05 ,or A36 (Arm only) ASTM A53 Gr A or B,A500 Gr B, Arm Pipes A5011 A 1008 HSLAS-F Gr 50 ©, or A101HSLAS-F Gr 50 Arm Struts and Gusset Plates 40 ASTM A36,A572 Gr 50 © , or A588 Misc. ASTM designations as noted 1UNC 2 -3 V grounding Pole Tube Wall 3/8" 3�6 V 2 lug See protrusion l Note (typ) Stainless Steel Set Screws (3 Req'd) 1' Min. ELEVATION -3 Tube Thk. (2) 1/4"-20 UNC Hex Head Sto1nless Steel Cover Screws Clip Handhole 2, Cover 12 Gauge H. R. M. S. SECTION A -A ]HAND]HOLE SHEET 3 OF 4 ® Traffic Safety Tel Department of Transportation S ivi ion ROADWAY ILLUMINATION POLES RIP (3) -1 9 FILE: rip-19.dgn DN: CK: DW: CK: (D TOOT JOnuary 2007 CONT SECT JOB I HIGHWAY REVISIONS 7-17 D IST COUNTY SHEET N0. 12-19 TC C O 0.o N 0 L om TC +0 C U N 0 LL 3++ 00 z �« TL .+w +- rn U •- C 2 C 0 t a 4)) o a)L L L 0 EL 4) 00 CCE z0 0 NED C o o N a,0N C + LH-- a0 0 ox4) XF L H + . 41 L 4, a)L +a',o 'oo na 0 DL L C 3 O L a) >aa 0. L oa nnW) o - E .a CO L o 0 '0L L cod o• L + + mo xo y0 x+ t `- ID «moo o D a) a o Sao+ � O E a a) N la JH L U c + N C o io Y O Lw H J a.. oL LP-1 3116 r Thick LP 1 T/ Ube LP-2 Tube Thk. Boseplate CL Handhole Bolt Circle 0 Q 0 o _JCL Mast - -- — D Arms) Pole Bose o• V) Bolt Hole Diameter Radiused or Chamfered Corners SHOE BASE BASEPLATE SHOE BASE BASEPLATE TABLE MOUNTING BOLT BOLT HOLE HEIGHTS CIRCLE SQUARE THICK DIAMETER (nominal) 20' - 39' 13" 13" 1 '/4" 1 1/4'. 40' 15" 15" 1 y4" 1 /2" 50' 151, 15" 1 �/2 " 1 112.. Anchor Bolt (A.B.) Dia. Minimum 1/4" Thick — (4) Anchor Bolts with (2) H. H. Nuts, (2) F I at Washers and (1) Lock Washer at top per bolt with upper end golvanized at least 11". Template Minimum % " Thick — (8)H.H. Nuts 11 Center Hole Diameter ¢r 2x Anchor Bolt Diameter SHOE ]SASE Baseplate_,,\\-2Tube Thk. E 0 CE Handhole 41 /2 CL Most Arm(s) Dim. B 1 '/2" Dia. Bolt Hole (4 Req' d) 4 �/2 CO CONCRETE TRAFFIC ]BARRIER LASE BASEPLATE CONCRETE TRAFFIC BARRIER BASE BASEPLATE TABLE MOUNTING HEIGHTS POLE (nominal) DIA.0 DIM. A DIM. B 28'- 38' 91, 7 " t: 1/4, 1O"'_ 1/4.. 48' 10 1/2„ 7"• 1/4 , 13"± 1/4" � 1 1/4 � Minimum 1/4" Thick Dia, 11 o M N m m (4)-1 1/4" Anchor Bolts Cam) with(2) H.H. Nuts, (2) N Flat Washers and (1) o L Lock Washer at top 4- per bolt with upper - end galvanized at M M least 12". v Minimum % " Thick Bolt Circle " Diameter (8)H.H. Nuts 1,-2 3 1 5/16" Dia. 4 i/2, /e Bolt Hole Open 7" Center ! 8" Opening 1'-6-6 Bolt Hole Dia. TEMPLATE ANCHOR BOLT ASSEMBLY SHOE BASE ANCHOR BOLT ASSEMBLY TABLE MOUNTING HEIGHTS A B ' BOLT CIRCLE CTR. HOLE BOLT HOLE (nominal) Dio DIAMETER DIAMETER DIAMETER 20' -39' 1 " 13" 1 1 " 1 �/16 " 40'-50' 1 1/4" 15" 12 �/2„ 1 '/6„ CONCRETE TRAFFIC BARRIER LASE ANCHOR BOLT ASSEMBLY (4) Hex Head (H.H.) LP-1 Bolts with H.H. Nut, 3�6 Flat Washer, Lock Washer, & Connecting Washer Thick Transformer Base (See Transformer Base Detail) Bolt Circle Pole Base Dia. "/16" Baseplate I�� LP-2 Tube Thk. � � o L CL Most -- - Q Arm(s) & TRANSFORMER BASE BASEPLATE Radiused or Chamfered Corners TRANSFORMER BASE BASEPLATE TABLE MOUNTING HEIGHTS BOLT SQUARE THICK CONNECTING BOLT HOLE TRANSFOMER fnominal) CIRCLE BOLT DIA. DIAMETER BASE TYPE 20' - 39' 13" 13" 1 /4 1 " 1 '/4 " A 40' 15" 15" 1 '/4" 1 �A 1 /2" B 50' 15" 15" 1 /2 1 1/4" 1 �/2" B TRANSFORMER BASE ANCHOR BOLT ASSEMBLY TABLE MOUNTING HEIGHTS (nominal) A B. Dia BOLT CIRCLE DIAMETER CTR. HOLE DIAMETER BOLT HOLE DIAMETER 20' - 39' 1 " 1 4" 1 2" 1 �/16 " 40'- 50' 1 1/4 17 1/4 14 /4 1 5/6 „ Anchor Bolt (A.B.) Dia. Minimum''/4" Thick (4) Anchor Bolts with (1 ) H. H. Nuts, (1 ) Lock Washer and (1 ) �/2 " Hold-down Washer at top M per bolt with upper end galvanized at least 9 Template Minimum % " Thick Q Provide Bottom Nuts for (8)H.H. Nuts installation only. 11 Bolt Circle Diameter Center Hole Diameter `1 2x Anchor Bolt ^ L _ Diameter Bolt Hole Dia. TRANSFORMER LASE ANCHOR BOLT ASSEMBLY TRANSFORMER BASE TABLE TYPE TOP BTM. B. C. B. C. A 13" 14" B 15 " �/2" thk Lock Hold-down Washer Washer DETAIL A Lock Washer Flat Washer Connecting Washer DETAIL B Top Bolt Circle ( B.C. ) TOP PLAN 4f-1! ZBotto Bolt Circle (B. C. ) BOTTOM PLAN Door Fastener 1/4' -20UNC x 1" Lg. S. S. Hex Head Bolt w/ Clip Transformer Basel Access Door Approx. 9"x 11" GENERAL NOTES: 1. For mounting heights between those Shown in the table, use the values in the table for the larger mounting height. 2. All breakaway bases shall meet the breakaway requirements of the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, 6th Edition (2013) and Interim Revisions thereto, and shall have been tested by FHWA-approved methods. All bases shall have been structurally tested to resist 150% of the design moment. 3. Transformer bases shall be cast from aluminum, ASTM B108 or B26 Alloy 356.0-T6, or other material approved by the Engineer. Four Hex Head (H.H.) bolts with four H.H. nuts, four lock washers, four flat washers,and connecting and hold-down washers as recommended by the manufacturer, galvanized to ASTM A153 Class C or D, or B695 Class 50, shall be provided with each transformer base for connecting the pole. Bolts shall be ASTM A325 or approved equal. Nuts shall be ASTM A563 grade DH galvanized. 4. Bases shall be stamped, incised or by other approved permanent means, marked to show fabricator's name or logo, and model number. Such information shall be placed in a readily seen location, inside or outside the base, but shall not be placed on the door. 5. Doors for transformer bases shall be made of plastic, fiberglass or other non-metallic material approved by the Engineer and shall be attached with stainless steel screws or bolts. Transformer bases shall be cleaned by grit blast cleaning after heat treatment. Certification by the manufacturer of heat treatment shall be furnished with transformer bases. The certification shall show the metal alloy and temper and that the base meets those requirements, chemical and physical. The certification shall also show the material ASTM specification. Transformer bases shall be cost with a removable tab bar for material testing. Some bars may have been removed by the manufacturer for testing. NOTES: 11 Anchor Bolt Templates do not need to be galvanized. 1© Pole diameter before ova Iized. ANCHOR BOLT FABRICATION TOLERANCES TABLE DIMENSION TOLERANCE Length . /2" Threaded length . �/2 " Galvanized length (if required) - 1/4" a —See T Detail B ti L1/2"-13UNC �See Topped thru hole for grounding Detail A ELEVATION TRANSFORMER LASE DETAILS SHEET 4 OF 4 ® Traff/c Safety ,Texas Department of Transportation Division StandatV ROADWAY ILLUMINATION POLES RIP (4) -1 9 FILE: rip-19. dgn DN: CK: DW: CK: (D TxDOT Jonuary 2007 CONT SECT JOB HIGHWAY REVISIONS 1 12-19 DIST COUNTY SHEET NO. ,.,„� ALTERNATE #4 BASE BID ❑ �$ W z- N WW= � L 0 o RILL SEEDING SY SEDIMENT CONTROLRILL c U i SEEDING 87 SY 77NLF=fjzPDRILL a SEEDINGDRILL 15 SY SEEDING DRILL SEEDING DRILL SE!DING ^ w I DRILL SEEDING i SY 170 SY v 3 SY ` 1004 SY SEDIMENT I CONTROL454NLF \ SEDIMENT FENCE O O 486TROL LF 0 50 100 $ O _ EXIST Row-\ — — — — — — — — — — PROP ROW— EXIST ROW p E S3-Rt_ _ — ---- 5 B8° 1 3' 54. 50 1 1 4 T H S THE T `� s __ _ — _ — _ _ r _ — _ — — _ — _ — _ -- _ — _ r _ — _ — — _ —,_ — 5I+00 _ — _ _ — _ — — _ — — _ _ — _ — _ _ _ — _ — _ _ — _ — _ — _ — _ — _ _ — _ — _ — Ld 1 - — - - — - — — - — - EXIST ROW IT ROW — DRILL SEEDING - 724 SY -- DRILL SEEDING SY CONTROL PROP D—RNG ESMEXTS DRILL - II — — — fSEDIMENT FENCE LF EROSION CONTROL SEEDING S463 9 SY BLANKET rEo ^ �P,r" "'• Ff91� LEGEND SCF SEDIMENT CONTROL FENCE SEEDING LIMITS ROCK FILTER DAM ® EROSION CONTROL BLANKETS AND SEEDING LIMIT FLOW DIRECTION CONCRETE ASPHALT SEDIMENT CONTROL SEDIMENT CONTROL FENCE FENCE 207 LF 973 LF DRILL SEEDING 260 SY O O EXIST ROW Q 362 SY r ...11+1 O \ 13 DRILL DRILL SEEDING DRILL SEEDING+�i \ Ilol� EROSION CONTROL ............................... .....� SEEDING BLANKETS 285 SY 448 SY �.LESLIE P. BRUCE o \ I� I 15 SY 569 SY �j 97360 : W� N ��II SEDIMENT CONTROL FENCE ROCK FILTER DAM ROCK FILTER 11/17/2021 56 LF DAM 40 LF NOTE S 1. FERTILIZER AND WATERING SHALL BE SUBSIDIARY TO SEEDING ITEM. F- DRILL SEEDING 1237 SY LuLu , x � W W W 0 r O Q ilt� O a_Y U z0 a cl F- LU W W 2 H v 0 Z J O N 0 0Z E15 < J F- w o �O� a w U Z L1J 07 M N n 00 3 m O 203 SHEET 1 OF 3 JO LLa W" N z uJ I a� 0cn Q � 1 w = n ]z� za' I DRILL SEDIMENTSEEo / \ 666DSYG 1183ROF FENCE 0 50 100 Q) 36s/ m m m m i iz $ +o / EXIST ROW\ o _ Q N sp gip N Q Q V) 1 1 4TH STREET S Ba° 1— � 56= � ma' s W - — — = �-� -- — T — — — —5 29750'— --r------- W Z 25+00 — — 30+00 35+00 Z 2 2 a — — -E.X I ST. ROW:_', — 9� T 1� Q -------------- --------------- EROSION CONTROL / z of DRILL SEEDING BLANKETS— �� 1 746 SY 755 SY .............................:....1 DRILL SEEDING ROCK FILTER DAM I o EROSION CONTROL Q� ? LESLIE a BRUCE 1 851 SY � 40 LF I .. Z I Imo\ o <v �.�:.............�...........,�.� 11 41 I ROCK FILTER DAM BLANKETS / _ / AQ 97360 �x a 40 LF 1 446 SYF`'S/CENSEo''�2� ROCK FILTER DAM / / i�`s�o. EN_40 LF LEGEND ROCK FILTER DAM 11/17/2021 40 LF SCF SEDIMENT CONTROL FENCE SEEDING LIMITS NOTE: &ace - ROCK FILTER DAM ® EROSION CONTROL BLANKETS AND SEEDING LIMITS 1. FERTILIZER AND WATERING SHALL BE SUBSIDIARY TO SEEDING ITEM. F _ FLOW DIRECTION CONCRETE W Q x ECL EROSION CONTROL LOGS ASPHALT ; � O Q ilt� tY O CL_Y U I i z 0 L,.E LL \ `—__---- 1 I <� ` DING SY W BIODEG EROSN II x Lu w SEDIMENT CONT LOGS (8") I �I a �i CONTROL FENCE 40 LF III ODEG EROSN F- J NT LOGS (8") DRILL U) 1159 LF ROCK FILTER LF 1433 SY DAM=35 LF— — J — — + 777 00 K1 -- �, -- — — — _ _ _� — — — \—-— - — - — -— T` s se 111r1so_ E — Tc— = = — — — — —- 1 1 4TH STREET /— ---- Lu _0 0 _ qo+00 — — 45 no — — — —vim Z Z o o�(I V w EXIST IOW — � \ _ � — V U) SEDIMENT\ SEDIMENT — — _ CONTROL FENCE CONTROL FENCE —195 LF_ 143 LF w J Z Z Z QW �; aw I m ROCK RICK FILTER \ ``¢ _ROCK FILTERS ROCK I I a a I I PROPOSED GABION MATTRESS W z z FILTER DAM DAM FILTER III I ^ I III W W DAM 40 LF ~ 40 LF I I 40 LF gODLF 1i1 I DAM FILTER x b EROSION CONTROL I I EROSION CONTROL I II 200 LF BLANKETS BLANKETS 408 SY 567 SY 204 EROSION CONTROL EROSION CONTROL BLANKETS BLANKETS 469 SY 625 SY SHEET 2 OF 3 I I I I it I III DRILL SEEDING SEDIMENT EXIST ROW 103 SY CONTROL FENCE I\L 281 LF 00 1- - - _ \ * --- — `/' — — S 88° 13' 54.50" E 1 1 4TH STREET LJ' — - — �- �- — - — ' — - — ' r - — ' — - — ' —i- — ' — - — ' — - T - — - — - — - —i Z 50+00 U Q � � E X 1-ST R SEDIMENT CONTROL FENCE 466 LF LEGEND I-1 SCF SEDIMENT CONTROL FENCE SEEDING LIMITS ROCK FILTER DAM ® EROSION CONTROL BLANKETS AND SEEDING LIMITS FLOW DIRECTION CONCRETE ASPHALT N Of Lu I I \Y z� II I L I I i I I I I 0 a I SEDIMENT I III CONTROL FENCE 1 FECE DRILL SEEDING EXIST ROW F-II i50 SY i - 0 50 100 -- -- --- ------ a � S T 55+00---r--------------- --T- -- 60+00 0 SEDIMENT CONTROL FENCE 237 LF SEDIMENT CONTROL FENCE 201 LF NOTE* 1. FERTILIZER AND WATERING SHALL BE SUBSIDIARY TO SEEDING ITEM. \ IST ROW II I II Q w f l I� I �3 >� OF �.LESLIE P. BRUCE j 97360 W: `y.S OE ��,Z" 11/17/1021 ZILL , x � W W W 0 r O Q n" O a_Y U z0 a cl F— LU W W � J i) U) V 0 U W Z J ° Z a O ot� Q Z W o o 0 W U * 00 N 205 SHEET 3 OF 3 205 SHEET 3 OF 3 V a SEE DETAIL 7 DRAINAGE CHANNEL SEE DETAIL 5 SEE DETAIL 2 F<�LL . . . y .............. ------------- ....... ------------ SEE(DETAIL 5 SEE DETAIL 7 TYPICAL CHANNEL PLAN VIEW SEE DETAIL 7 VARIES SEE DETAIL 5 6" TYPICAL CHANNEL CROSS SECTION FLOW \\\ \\\ \\\ \\\ \\\ \\\ \\\ //\//\//\ nr TA TI d ❑8 WZ$ W uj _ EROSION CONTROL BLANKET NOTES �ai L O 1. PREPARE SOIL AND APPLY SEED MIXTURE AS SPECIFIED BEFORE INSTALLING a EROSION CONTROL BLANKET. o� a 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A ^� LL 12" DEEP X 6" WIDE DITCH WITH APPROXIMATELY 12 " OF BLANKET EXTENDED NORTH AMERICAN GREEN BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A PERMANENT TURF REINFORCEMENT ROW OF STAPLES APPROXIMATELY 12 " APART IN THE BOTTOM OF THE TRENCH. MAT (OR APPROVED EQUAL) OVER BACKFILL AND COMPACT THE TRENCH AFTER STAPLING AND FOLD THE �oFlz SEED AND COMPACTED EARTH. REMAINING 12" PORTION OF THE BLANKET BACK OVER COMPACTED SOIL AND SOD. SECURE THE BLANKET WITH A ROW OF STAPLES SPACED APPROXIMATELYNii,a 12" APART ACROSS THE WIDTH OF THE BLANKET.ti — OVERLAP ENDS SEE DETAIL 4 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. i BLANKET WILL UNFOLD WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APROPIATE STAPLE 8 PATTERN. 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN A 6" WIDE BY 6" DEEP TRENCH. _ BACKFILL AND COMPACT TRENCH AFTER STAPLING. SEE DETAIL 7 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" AND STAPLED. OVERLAP MATS SEE DETAIL 6 .F OF �, \ 7. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN A 6" DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING. LESLIE P. BRUCEr j 97360 IT tk,, .E....... y� 11/17/2021 &ce 12"Lu 2 x W LLJ W INTERFACE OF >O Q O ~ CONCRETE RIPRAP w FLOW Y U zo _ R SEE DETAIL 7 / aO 2 ° W w SEE DETAIL 5 � ova v 6" nrTA TI 2" - 5" nrTATI F FLOW DETAIL 2 1 J Q Z J W O..p OZw 0�0Y LUUZ Q J CD ro"Ll "y N ¢ w a DETAIL 7 206 SHEET 1 OF 1 L >v 0 a O 7 + N L°= 3 E 0)O 0L« n Lc n •- T - O N N L L O N H o E 0 x 0 - D a 0 y 0 D + O - E 7 N L •- L D + C U Y v L T O O C 0 00 T 'F 00 L N 3 E O O Z O C w O 0 C 0 O x •- N N H L OJ L 0 + U D L c 0 L > T OCA N D W O 0 C 0 O L + L N 0 C O 0 r n �4'minoimum steel or wood posts spaced at 6' to 8'. Softwod posts shall be 3" minimum in diameter or nominal 2" x 4". GENERAL NOTES Hardwood posts shall have a minimum cross section of 1.5" x 1.5" 1. Vertical tracking is required on projects where soil distributing activities have occurred Connect the ends of the successive reinforcement sheets or rolls a minimum of 6 times with hog rings.hog rings or Fasten fabric to the at top strond of the wire using a maximum spacing of 15". unless otherwise 2. Perform vertical approved. tracking on slopes to temporarily stabilize soil. Rcorrdd v^\ �+J Attach the wire mesh and fabric on end 3. Provide equipment with a track undercarriage capable of producing linear soil impressions measuring a minimum of 12" in length by 2" to 4" in width by 1/2" to 2" in depth. posts using 4 evenly spaced staples Galvanized welded wire mesh (W.W.M.) (12.5 GA. SWG Min.) with a maximum opening size of 2"x 4"or Woven Mesh (W.M.)(See woven mesh option detail) Woven filter fabric — Top of Fence for wooden posts (or 4 T-Clips or \�2" sewn vertical pockets for steel posts). 90, Place 4" to 6" of fabric against the trench side and approximently 2" across the trench bottom in the upstream direction. A Minimum trench size shall be 6" square. Backfill and hand tamp. TEMPORARY SEDIMENT CONTROL FENCE rFilter fabric 3' min. width. HINGE JOINT KNOT WOVEN MESH (OPTION) DETAIL Backfill & hand tamp. 90, FLOW 6" IVY SECTION A -A Galvanized hinge joint knot woven mesh (12.5 GA.SWG Min.) requires a minimum of five horizontal wires spaced at a maximum of 12 inches apart and all vertical wires spaced at a maximum of 12 inches apart. SEDIMENT CONTROL FENCE USAGE GUIDELINES A sediment control fence may be constructed near the downstream perimeter of a disturbed area along a contour to intercept sediment from overland runoff. A 2 year storm frequency may be used to colculate the flow rate to be filtered. Sediment control fence should be sized to filter a maximum flow through rate of 100 GPM/FT2. Sediment control fence is not recommended to control erosion from a drainage area larger than 2 acres. Embed posts 18" min. or Anchor if in rock. i rr'rr.in Sediment Control Fence 4. Do not exceed 12" between track impressions. 5. Install continous linear track impressions where the minimum 12" length impressions are perpendicular to the slope or direction of water flow. VERTICAL TRACKING ins. ® Desiggn DJWS n ,Texas Department of Transportation Standard TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES FENCE & VERTICAL TRACKING EC (1) -16 FILE: ec116 DN:TxDOT I ON: KM I DW: VP DN/CK: LS © TxDOT: JULY 2016 1 CONT SECT JOB I HIGHWAY REVISIONS C - O N L L w N Ul x0 TL 10 O 0) 0 v+_ E 7 N N L � t c w Y L L T O C U O C O L T 0 C L o O L N 3 0 E z O =' L + c a0 0 a) U O U O O L L o IL C 0,o C N N N N •- C L 0+ cw w o N C x 0 0) N H L : w wC L o t U T 10L C U) L C O L m > T O + N O N 9 n C N O 0 N L O N C C rn N U w 0 OD ro v E E �N i or N 1' ti 3 o ii ww F J Q � d L� Optional Sandbags (See Usage Guidelines) Unconcentrated Sheet Flow Length for payment Toe of slope / FILTER DAM AT TOE OF SLOPE PLAN VIEW 3', 6' or 9' Galvanized Steel TYPE 4 (SACK GABIONS) RFD4 Excavation (If shown on construction drawings) Flow // I Earth embankment \ A "V" Shape may be used for higher velocity flows. (See 'V" Shape Plan View below) >7 4" Min. FILTER DAM AT SEDIMENT TRAP Native rock or other suitable material Rebar Stakes .- ��Ji�i�:�:�JOi�ii�i 5. N� 3SSS.o�ooS:::�:.:�Soc�dd%_%%�_OOO:S'�! t�!.l...'eS•004000'O�!00.• . C 17nTTnAI o_o Galvanized Steel 2' Di a. OR Zi FILTER DAM AT CHANNEL SECTIONS OR OR 1. If shown on the plans or directed by the Engineer, filter dams should be placed near the toe of slopes where erosion is anticipated, upstream Width for Payment and/or downstream at drainage structures, and in roadway ditches and channels to collect sediment. 2' Min. Level Crested Weir C 2. Materials (aggregate, wire mesh, sandbags, etc.) shall be as indicated 2 Weir 1 by the specification for "Rock Filter Dams for Erosion and Sedimentation Length o1' Min. Control". 3. The rock filter dam dimensions shall be as indicated on the SW3P plans. 4. Side slopes should be 2:1 or flatter. Dams within the safety zone shall have s1des Iopes of 6:1 or flatter. 4" Min. 5. Maintain a minimum of 1' between top of rock filter dam weir and top of C embankment for filter dams at sediment traps. PROFILE 6. Filter dams should be embedded a minimum of 4" into existing ground. 7. The sediment trap for ponding of sediment laden runoff shall be of the dimensions shown on the plans. B. Rock filter dam types 2 & 3 shall be secured with 20 gouge galvanized Galvanized woven 2' Min woven wire mesh with 1" diameter hexagonal openings. The aggregate shall wire mesh be placed on the mesh to the height & slopes specified. (for Types 2 & 3> The mesh shall be folded at the upstream side over the aggregate and tightly secured to itself on the downstream side using wire ties or See Note 4 hog rings. For in stream use, the mesh should be secured or staked to the 2 stream bed prior to aggregate placement. 1 Types 1 & 2 = 18" Open graded Type 3 = 36" 9. Sock Gabions should be staked down with Y4" did. rebor stakes, and have a rock double -twisted hexagonal weave with a nominal mesh opening of 2 /z" x 31/4" 10. Flow outlet should be onto a stabilized area (vegetation, rock, etc.). 4" Min. 11. The uideIines shown hereon are sug gest ggestions only and may be modified by SECTION C-C the Engineer. ROCK FILTER DAM USAGE GUIDELINES Rock Filter Dams should be constructed downstream from disturbed areas to intercept sediment from overland runoff and/or concentrated flow. The dams should be sized to filter a maximum flow through rate of 60 GPM/FT2 of cross sectional area. A 2 year storm frequency may be used to calculate the flow rate. Type 1 (18" high with no wire mesh) (3" to 6" aggregate): Type 1 may be used at the toe of slopes, around inlets, in small ditches, and at dike or swale outlets. This type of dam is recommended to control erosion from a drainage area of 5 acres or less. Type 1 may not be used in concentrated high velocity flows (approximently 8 Ft/Sec or more) in which aggregate wash out may occur. Sandbags may be used at the embedded foundation (4" deep min.) for better filtering efficiency of low flows if called for on the plans or directed by the Engineer. Type 2 (18" high with wire mesh) (3" to 6" aggregate): Type 2 may be used in ditches and at dike or Swale outlets. Type 3 (36" high with wire mesh) (4" to 8" aggregate): Type 3 may be used in stream flow and should be secured to the stream bed. Type 4 (Sack gabions) (3" to 6" aggregate): Type 4 May be used in ditches and smaller channels to form an erosion control dam. Type 5: Provide rock filter dams as shown on plans. PLAN SHEET LEGEND Type 1 Rock Filter Dam RFD) Type 2 Rock Filter Dam RFD2 Type 3 Rock Filter Dam RFD3 Type 4 Rock Filter Dam RFD4 L v. >v N O 7 Z) N t N C 3 E 0 L o� L 01 n� T - O N L L w 0 U1 00 0 E x 0 �a TL 10 O 4) N vr_ E 7 N W - L DC U YL L T O LO C O LO C0 0 L N 0. 3 0 E O L z o = L t U L a0 a)0 U O U 0 O L L 0 a C c Co c+ - N L � N C L 0 C c0 w o N C O O x •- O N H L : y vC L O t U T 10L C t O C L C O L O1 0 T U N - •- n O N 0 0 v n C N O 0 N L O N C Drain to sediment trapping device I I 50' Min. T 0 3 C c O C V !.l Drain to sediment trapping device I I 50' Min. 10" Min. 2" X 6" Treated timber plank Typical dimensions 8" X 10" X 8' 4' Min. 50' Min. 4' Min. G' W, 50' Min. 4' Min. GENERAL NOTES (TYPE 1) 1. The length of the type 1 construction exit shall be as indicated on the plans, but not less than 50'. 2. The coarse aggregate should be open graded with a size of 4" to 8". 3. The approach transitions should be no steeper than 6:1 and constructed as directed by the Engineer. 4. The construction exit foundation course shall be flexible base, bituminous concrete, portland cement concrete or other materialas approved by the Engineer. 5. The construction exit shall be graded to allow drainage to a sediment trapping device. 6. The guidelines shown hereon are suggestions only and may be modified by the Engineer. 7. Construct exits with a width of at least 14 ft. for one-way and 20 ft. for two-way traffic for the full width of the exit, or as directed by the engineer. ELEVATION VIEW CONSTRUCTION EXIT (TYPE 2) TIMBER CONSTRUCTION (LONG TERM) GENERAL NOTES (TYPE 2) 1. The length of the type 2 construction exit shall be as indicated on the plans, but not less than 50'. 2. The treated timber planks shall be attached to the railroad ties with /2"x 6" min. lag bolts. Other fasteners may be used as approved by the Engineer. 3. The treated timber planks shall be #2 grade min., and should be free from large and loose knots. 4. The approach transitions shall be no steeper than 6:1 and constructed as directed by the Engineer. 5. The construction exit foundation course shall be flexible base, bituminous concrete, portland cement concrete or other material as approved by the Engineer. 6. The construction exit should be graded to allow drainage to a sediment trapping device. 7. The guidelines shown hereon are suggestions only and may be modified by the Engineer. 8. Construct exits with a width of at least 14 ft. for one-way and 20 ft. for two-way traffic for the full width of the exit, or as directed by the engineer. Stabilized Driveway R_ 0_W. Y Disturbed Soil Area _-See note 2 2" X 8" treated timbers nailed onto abutted ends of wood sheets /2" Min. thick plywood or pressed wafer board sheets A A Paved Roadway 2" X 8" Timbers Nailed onto ends of wood sheets sturbed soil 16 Penny Nails o 1' on centers. /2" Min. thick treated plywood or pressed wafer board sheets CONSTRUCTION EXIT (TYPE 3) SHORT TERM GENERAL NOTES (TYPE 3) 1. The length of the type 3 construction exit shall be as shown on the plans, or as directed by the Engineer. 2. The type 3 construction exit may be constructed from open graded crushed stone with a size of two to four inches spread a min. of 4" thick to the limits shown on the plans. 3. The treated timber planks shall be #2 grade min., and should be free from large and loose knots. 4. The guidelines shown hereon are suggestions only and may be modified by the Engineer. L N > N o� N + N O t 3 •- W L 0 L U n+C T - 0 0 w O L w w H 0 0 a X EO r 'O a 0 vt o— E 7 N N L CL O O L L N 3 E O L z o aLi a+ N O .210 O DL L 'Oo C'o - W L a: w cc C . w O N C O O X •- U N �L N C L O + U T N L) L t v c O aLi > T O + U- N L C 00 oL + L N N C STAKE ON DOWNHILL SIDE OF 1' LOG AT 8' (ON CENTER) MAX. FLOW ADDITIONAL UPSTREAM (TYP.) AS NEEDED TO SECURE LOG, TEMP. EROSION STAKES FOR HEAVY OR AS DIRECTED BY THE FLOW CONTROL LOG RUNOFF EVENTS ENGINEER. ADDITIONAL UPSTREAM SECURE END STAKES FOR HEAVY OF LOG TO R.O.W. BIT C RUNOFF EVENTS STAKE AS DISTURBED AREA R.O.W. DIRECTED N TEMPORARY iv EROSION A A CONTROL FLOW S LOG 1' DISTURBED AREA SECURE END BACK OF CURB SECURE END BACK OF CURB OF LOG TO STAKE LOG ON DOWNHILL B LIP OF GUTTER OF LOG TO STAKE AS SIDE AT THE CENTER, STAKE AS C DIRECTED AT EACH END, AND AT STAKE ON DOWNHILL SIDE OF DIRECTED ADDITIONAL POINTS AS TEMP. EROSION LOG AT 8' (ON CENTER) MAX. ADDITIONAL UPSTREAM LIP OF GUTTER NEEDED TO SECURE LOG CONTROL LOG AS NEEDED TO SECURE LOG, STAKES FOR HEAVY (4' MAX. SPACING), OR AS DIRECTED BY THE RUNOFF EVENTS OR AS DIRECTED BY ENGINEER. THE ENGINEER. PLAN VIEW PLAN VIEW PLAN VIEW R.0.W TEMP. EROSION STAKE LOG ON DOWNHILL CONTROL LOG SIDE AT THE CENTER, TEMP. EROSION AT EACH END, AND AT CONTROL LOG COMPOST CRADLE ADDITIONAL POINTS AS R.O.W. STAKE UNDER EROSION NEEDED TO SECURE LOG CONTROL LOG (4' MAX. SPACING), OR COMPOST CRADLE STAKE \ AS DIRECTED BY THE � UNDER EROSION ENGINEER. n CONTROL LOG n/,17�a,00�� SECTION B-B SECTION C-C GENERAL NOTES 1. EROSION CONTROL LOGS SHALL BE INSTALLED IN ACCORDANCE WITH MANFACTURER'S RECOMMENDATIONS, OR AS DIRECTED BY THE ENGINEER. 2. LENGTHS OF EROSION CONTROL LOGS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED FOR THE PURPOSE INTENDED. 3. UNLESS OTHERWISE DIRECTED, USE BIODEGRADABLE OR PHOTODEGRADABLE CONTAINMENT MESH ONLY WHERE LOG WILL REMAIN IN PLACE AS PART OF A VEGETATIVE SYSTEM. FOR TEMPORARY INSTALLATIONS, USE RECYCLABLE CONTAINMENT MESH. 4. FILL LOGS WITH SUFFICIENT FILTER MATERIAL TO ACHIEVE THE MINIMUM COMPACTED DIAMETER SPECIFIED IN THE PLANS WITHOUT EXCESSIVE DEFORMATION. 5. STAKES SHALL BE 2" X 2" WOOD OR #3 REBAR, 2'-4' LONG, EMBEDDED SUCH THAT 2" PROTRUDES ABOVE LOG, OR AS DIRECTED BY THE ENGINEER. 6. DO NOT PLACE STAKES THROUGH CONTAINMENT MESH. 7. COMPOST CRADLE MATERIAL IS INCIDENTAL & WILL NOT BE PAID FOR SEPARATELY. 8. SANDBAGS USED AS ANCHORS SHALL BE PLACED ON TOP OF LOGS & SHALL BE OF SUFFICIENT SIZE TO HOLD LOGS IN PLACE. 9. TURN THE ENDS OF EACH ROW OF LOGS UPSLOPE TO PREVENT RUNOFF FROM FLOWING AROUND THE LOG. 10. FOR HEAVY RUNOFF EVENTS, ADDITIONAL UPSTREAM STAKES MAY BE NECESSARY TO KEEP LOG FROM FOLDING IN ON ITSELF. EROSION CONTROL LOG AT EDGE OF RIGHT-OF-WAY COMPOST CRADLE"---, ADDITIONAL UPSTREAM EROSION CONTROL LOG AT BACK OF CURB UNDER EROSION STAKES FOR HEAVY CL-ROW CONTROL LOG RUNOFF EVENTS MINIMUM CL-BOC COMPACTED SECTION A -A DIAMETER EROSION CONTROL LOG DAM LEGEND CL-D EROSION CONTROL LOG DAM CL-BOC EROSION CONTROL LOG AT BACK OF CURB CL-ROW EROSION CONTROL LOG AT EDGE OF RIGHT-OF-WAY CL-SST EROSION CONTROL LOGS ON SLOPES STAKE AND TRENCHING ANCHORING CL-SSL EROSION CONTROL LOGS ON SLOPES STAKE AND LASHING ANCHORING CL-DI EROSION CONTROL LOG AT DROP INLET CL-CI EROSION CONTROL LOG AT CURB INLET CL-GI EROSION CONTROL LOG AT CURB & GRATE INLET #3 BAR N �12 ± REBAR STAKE DETAIL SEDIMENT BASIN & TRAP USAGE GUIDELINES An erosion control log sediment trap may be used to filter sediment out of runoff draining from an unstabilized area. Log Traps: The drainage area for a sediment trap should not exceed 5 acres. The trap capacity should be 1800 CF/Acre (0.5" over the drainage area). Control logs should be placed in the following locations: 1. Within drainage ditches spaced as needed or min. 500' on center 2. Immediately preceding ditch inlets or drain inlets 3. Just before the drainage enters a water course 4. Just before the drainage leaves the right of way 5. Just before the drainage leaves the construction limits where drainage flows away from the project. The logs should be cleaned when the sediment has accumulated to a depth of 1/2 the log diameter. Cleaning and removal of accumulated sediment deposits is incidental and will not be paid for separately. MINIMUM 0 COMPACTED ODIAMETER DIAMETER MEASUREMENTS OF EROSION CONTROL LOGS SPECIFIED IN PLANS SHEET 1 OF 3 L N > N N N N 7 + N O t L •- 3 E N L 0 L U n+c T — CO 0 0 O L k N H a , o x O T L 10 O N N 01 O - E 7 N N L v+ C U Y L L C U ° c 00 T 4 CL O O L L N 3 E z 0 w L + a + m° .210 O L L O a '° C,o N L �c IT w O N C O O x •- F L N N C + U T N .0 L v} c O L > T 0 N L N 00 10 C N O N + L N N C L N +d E &0w W O N f N G 0 ° J 7 H U O n 4) b 0 L x TOP OF SLOPE 6' BELOW TOP OF SLOPE LOG SPACING / (SEE EROSION CONTROL LOG SPACING TABLE BELOW) , l STAGGER JOINTS 5'-0" TO 10'-0" 5'-0" ABOVE TOE OF SLOPE TOE OF SLOPE / EROSION CONTROL LOGS ON SLOPES STAKE AND TRENCHING ANCHORING ;CL-SST; EROSION CONTROL LOG .0 ,Po DISTURBED AREA END SECTION RAP DETAIL EROSION CONTROL LOG SPACING TABLE SLOPE LOG DIAMETER 6" 8" 12" 18" 1:1 OR STEEPER 5' 10, 15' 20' 2:1 10, 20' 30' 40' 3:1 15' 30' 45' 60' 4.1 OR FLATTER 20' 40' 60, 80, ■ ADJUSTMENTS CAN BE MADE FOR SOIL TYPE: SOFT, LOAMY SOILS -ADJUST ROWS CLOSER TOGETHER; HARD, ROCKY SOILS- ADJUST ROWS FARTHER APART 2" X 2" WOOE EROSION CONTROL LOG or tt3 REBAR, 2' TO 4' LON( ADDITIONAL STAKING IF PLACE EXCAVATED NEEDED FOR MATERIAL ON UPHILL HEAVY RUNOFF SIDE OF EROSION CONTROL LOG. EVENTS EROSION 2' MINIMUM 2' CONTROL OVERLAP LOG 4 NOTE: COMPACT EXCAVATED SOIL TO PREVENT UNDERCUTTING. 1' 4' STAKE AND TRENCHING ANCHORING DETAIL TRENCH DEPTH TABLE LOG DIAMETER DEPTH 6„ 2„ 8" 3' 12" 4' 18" 5" O z_ C 6' BELOW SECURE END TOP OF SLOPE OF LOG TO STAKE AS DIRECTED LOG SPACING (SEE EROSION CONTROL LOG SPACING TABLE BELOW) 5'-0" ABOVE TOE OF SLOPE Z'��C�' X/ / ER JOINTS 0T TOE OF SLOPE EROSION CONTROL LOGS ON SLOPES STAKE AND LASHING ANCHORING CL-SSL EROSION I CONTROL i LOG I NOTCH SLOPE 1' 1' 2' 2' STAKE AND LASHING ANCHORING I ri cci l.L-JJL STAKE Q �/2 X �/2 NOTCH STAKE NOTCH DETAIL TOP OF SLOPE EROSION CONTROL LOG SHEET 2 OF 3 L N > N N N O 7 N + N O t L •- 3 EE N N L L n� L U n 7 •- C t c 0 N 0 O L k N H a , o x 0 10 0 o t E 7 N N L v+ C U Y L L c:U o c w •- 00 T 4 CL O O L L N O t 3 O E O L Z O w L + a0 c m 0 .210 O DL L 0 a '0 c C, 0 c+ N L N N N - C L 0 C 0 w O N C oa O N �L L O + U T N .0 L t v N L C O N > T O + N •- L N L C O O 10 c n C N O N + L N O N C SECURE El OF LOG T( STAKE AS DIRECTED TEMP. EROSION CONTROL LOG FLOW CURB 6" CUR CURB INLET ° o INLET EXTENSION o ° o o 7 0°° o o °off *oo 2 SAND BAGS 0� USE STAKES ON DOWNSTREAM SIDE OF TEMP. EROSION TEMP. EROSION LOGS, AT ENDS, MIDPOINT, & AS CONTROL LOG 2 SAND BAGS CONTROL LOG NEEDED OR SANDBAGS TO HOLD IN PLACE. EROSION CONTROL LOG AT DROP INLET EROSION CONTROL LOG AT CURB INLET EROSION CONTROL LOG AT CURB INLET RLAP ENDS TIGHTLY MINIMUM COMPLETELY SURROUND DRAINAGE ACCESS TO AREA DRAIN INLETS WITH EROSION CONTROL LOG FLOW STAKE OR USE SANDBAGS )N DOWNHILL SIDE OF OG AS NEEDED TO HOLD IN PLACE (TYPICAL) SANDBAG TEMPORARY EROSION CONTROL LOG USE STAKES ON DOWNSTREAM SIDE OF LOGS, AT ENDS, MIDPOINT, & AS NEEDED OR SANDBAGS TO HOLD IN PLACE. EROSION CONTROL LOG AT CURB & GRADE INLET C 1. L C 1. 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