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HomeMy WebLinkAboutResolution - 2016-R0409 - Contract - Ronnie Zahn Paving Inc - Parking Lot Paving Meadowbrook - 11_03_2016 (3)Resolution No. 2016-R0409 Item No. 6.5 November 3, 2016 RESOLUTION BE IT RESOLVED I3Y 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 behall' of the City of Lubbock, Contract No. 13087 for parking lot paving improvements at the Meadowbrook Golf Course, as per ITB 17-13087-SS, by and between the City of Lubbock and Ronnie Zahn Paving, Inc., of Lubbock. Teas, 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 November 3. 2016 --L." DANIEL M. POPE, MAYOR ATTEST: Rebkca Garza, City Secretary APPROVED AS TO CONTENT: v v � Scott Snider, Assistant City Manager APPROVED AS TO FORM: ti _ r A— Justiyl Prultt,tAistant City Attorney ccdocs,RFS. Contract 13087 — Ronnie Zahn Paving. Inc. — Meado%Nbrook Parking I of October 26. 2016 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 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: 2016-129796 Date Filed: 10/27/2016 now ged: 10/28/2016 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. Ronnie Zahn Paving, Inc. Lubbock, TX United States 2 Name of governmental entity or state agency that is a party tot the contract for which the form is being filed. City of Lubbock 3 Provide the identification number used by the governmental entity or state agency to track or identify description of the services, goods, or other property to be provided under the contract. 13087 Meadowbrook Golf Course Parking lot paving improvements ract, and provide a 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling I Intermediary Zahn, Lana Lubbock, TX United States X Zahn, Ronnie Lubbock, TX United States X 5 Check only if there Is NO Interested Party. ❑ 6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. Signature of authorized agent of contracting business entity AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said this the day of 20, to certify which, witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277 CERTIFICATE OF INTERESTED PARTIES FORM 1295 lori Complete Nos.1- 4 and 6 It 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. 2016-129796 Ronnie Zahn Paving, Inc. Lubbock, TX United States Date Filed: 10/27/2016 2 Name of governmental entity or state agency that is a party tot 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 Identity the contract, and provide a description of the services, goods, or other property to be provided under the contract 13087 Meadowbrook Golf Course Parking lot paving improvements 4 Name of Interested Parry City, State, Country (place of business) Nature of interest (check applicable) Controlling I Intermediary Zahn, Lana Lubbock, TX United States X Zahn, Ronnie Lubbock, TX United States X 5 Check only If there is NO Interested Party. ❑ 6 1 swear, or rm, under penalty of perjury, that the above disclosure is true and correct. HULA WM ' �►Y pft, SW of Ttit�3 M*Gafni sdan OW.�i1 / — ' Signature of a o ed agent of contracting business entity AFFIX NOTARY STAMP / SEAL ABOVE Swornt and subscribed before me, by the said Qj'� 11 t' this the , day or Q 20to certify which, witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Tie of officer a ministering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277 CITY OF LUBBOCK REQUEST FOR LEGAL SERVICES Date Submitted: 10/26/2016 From: Sara Summers Department: Purchasing Phone number: 3150 Resolution request for: PO C n ract (Please check appropriate contract type) Unit Price Construction Contract Lump Sum Construction Contract Professional Service Agreement Service Contract Bid and Contract Number: ITB 1 7-13087-SS / Contract 13087 Contract Name: Meadowbrook Golf Course Parking Lot Paving Improvments Vendor's Legal Name: Ronnie Zahn Paving Inc. Vendor's Location (City, State): Lubbock, TX Additional Comments (Not required): Your Department's Assistant City Manager: Scott Snider, Assistant City Manager Please Return to: Requestor Purchasing BOND CHECK BEST RATING: LICENSED IN TEXAS DATE: BY: CONTRACT AWARD DATE: November 17, 2016 CITY OF LUBBOCK SPECIFICATIONS FOR Meadowbrook Golf Course Parking Lot Paving Improvements ITB 17-13087-SS CONTRACT 13087 PROJECT NUMBER: 8550.9240.30000 Plans & Specifications may be obtained fiom BidSync.com City of ubboc CONTRACT PREPARED BY: PURCHASING AND CONTRACT MANAGEMENT OFFICE Page Intentionally Left Blank bbo' ck ADDENDUM I Revised Plan Sheets ITB 17-13087-SS Meadowbrook Golf Course Parking Lot Paving Improvements DATE ISSUED: October 17, 2016 CLOSING DATE: October 20, 2016 at 2:00 p.m. The following items take precedence over the bid dates for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. Revised Plan Sheets: The following plan sheets in the ITB have been revised and are attached. 1. Revised Sheets C4 through C8: Revised Site Grading Plan and Horizontal and Vertical Point Data Plan a. As previously discussed in the pre -bid meeting, the proposed Site Grading Plan has been revised. Proposed grades were revised partially because supplementary survey information was requested in order to verify and analyze proposed minimum grades. b. Revisions are shown in clouded area. c. Only vertical point date has changed. d. Quantities did not change. 2. The Demolition Plan Sheet C-2 has been revised to illustrate the areas where only the removal of the existing asphalt layer is being considered (APX.160 SY). a. As specified in the Meadowbrook Golf Course Parking Lot Paving Improvements Specifications Section 1020 Measurement and Payment, removal of the existing asphalt shall consider all layers of material between the existing parking lot surface and top of existing subgrade, or as indicated in the plans. 3. Daily Operations — Contractor -Lessee Coordination a. The existing facility must remain operational at all times during construction. Close coordination with the lessee is very important in order to understand their needs and adequately analyze the phasing of the project. All requests for additional information or clarification must be submitted in writing and directed to: Sara Summers, Buyer City of Lubbock Purchasing and Contracts Management Office 1625 13th Street, Room 204 Lubbock, Texas 79401 Questions may be faxed to (806)775-2164 or Email to Ssunnmersk . mylubbock.us Questions are preferred to be posted on BidSync: www.bidsync.com THANK YOU, sago sflFltmew CITY OF LUBBOCK Sara Summers Buyer City of Lubbock Purchasing and Contracts Management Office It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the bidderr's responsibility to advise the Director of Purchasing and Contract Management if aLiy language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB 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. Lubbock LEGEND WATERLINE SAL T e TO BE WGW 270 LF TdWHEE BE .Cam, PIMOOIPy� _`� `� AU7lSIMENT Da5TM VRpEpDWIOYPDS �. ��a��4 Yi, A •--- —_..� aosTtH�mn �e `• `r `�.� ;��� .�� DIG-TESSNOTE: r �TD`G NYDPANf�. :CONTRACTOR SHALL FlAE '"t"' Y TO RfNWfO �, CITY':CONTACT D!G•TESS oanuw r—+,< TOM D - FOR UTILITY LOCATES NO LATER THAN TWO FULL FJD.STIIIG/�HIILT D ";,WORIONGAY PRIOR �T ri 1, msvee PB9DveD !PAVING/COONSTRI �� J� 1 MLTPE p51EM SYTOOBB W� l t T �, uA 0.UWED t !I { PB1toYE�O, pt� Be iC j' DESIGNED BY, EA DRAWN BY: EA CHECKED BY: N.W. SCALE: REVISIONS DEMWIION j PLAN i CZ I Lubbockc Luo LEGEND DIG-TESS NOTE: UTILITY LOCATES t :R THAN TWO FULL KING DAYS PRIOR' DESIGNED BY: EA DRAWN BY: EA CHECKED BY: N.W. SCALE: SITE GRADING PLAN AND HORIZONTAL & VERTICAL POINT DATA KEY MAP C-4 *Lubg6o'k , LEGEND TP TOP OF PAVEMENT EC EDGE OF CONCRETE G GUTTER FL FLOW LINE EXISTING CONTOUR EXISTING GRADE DIG-TESS NOTE: -ONTRACTOR SHALL -ONTACT DIG-TESS :1.800-DIG-TESS) zOR UTILITY LOCATES NO .ATER THAN TWO FULL NORKING DAYS PRIOR TO: ZOMMENCING GRADING/ IAVINC,/CDNSTR(JCnON. DESIGNED BY: EA DRAWN BY: EA CHECKED BY: N.W. SCALE: ----- -------- REVISIONS SITE GRADING PLAN 1 OF 2 C-S .......... ....... ...... .. Lubbock LEGEND ............ TP TOP OF PAVEMENT EC EDGE or CONCRETE G GUTTER FL FLOW LINE EXISTING CONTOUR -TES -PIGS NOTE: 1 -- (CONTRACTOR SHALL CONTACT DIG-TESS (I-800-DIG-TESS) ;FOR UTILITY LOCATES NO 'LATER THAN TWO FULL WORKING DAYS PRIOR TO.� ;COMMENCING GRADING/ 'PAVINGICONSTRUCTION. DESIGNED DRAWN BY: EA CHECKED BY: N.W. SCALE: --- ------- REVISIONS � ........... SITE GRADING PLAN 2 OF 2 C-6 / Lubbock LEGEND TP TOP OF PAVEMENT EC EDGE OF CONCRETE TC TOP OF CURB CR CENTER OF RADIUS G-T NOTE: CONTRACTOR SHALL CONTACT DIG-TESS FOR UTILITY LOCATES NO LATER THAN TWO FULL WORKING DAYS PRIOR TOI COMMENCING GRADING/ DESIGNED BY: EA DRAWN BY: EA CHECKED BY: N.W. lb SCAUEt REVISIONS J% HORIZONTAL & VERTICAL POINT DATA SCALE 1"-20' 400, --- I ------ City of Lubbock City of Lubbock, TX ITB 17-13087-SS Meadowbrook Golf Course Parking Lot Paving Improvements Contractor Checklist Bid ITB 17-13087-SS Before submitting your bid, please ensure you have completed and included the following documents in the order they are listed. The contractor is only to submit (1) one original unbound copy of every item listed. Carefully read and understand the plans and specifications and properly complete the BID SUBMITTAL FORM. Bid submittal form MUST be completed. in blue or black ink or by typewriter. Signatures must be original, in blue or black ink, and by hand. The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated below. In case of a discrepancy between the Unit Price and the Extended Total for a Bid item, the Unit Price will be taken."Include corporate seal and Secretary's signature. Identify addenda received (if any). Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITY number. 2. Include BID BOND or CASHIER'S OR CERTIFIED CHECK as your bid surety. Failure to provide a bid surety WILL result in automatic rejection of your bid. 3. ✓ Complete and sign the CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT. Contractor's signature must be original. 4. Clearly mark the bid number, title, due date and time and your company name and address on the outside of the envelope or container. 5. Ensure your bid is RECEIVED by the City of Lubbock Purchasing and Contract Management Office prior to the deadline. Late bids will not be accepted. 6. Complete and sign the SAFETY RECORD QUESTIONNAIRE. All "YES" responses must be explained in detail and submitted with Bid. 7. ! Complete and sign the SUSPENSION AND DEBARMENT CERTIFICATION. Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITY number. 8. Complete and submit the CONFLICT OF INTEREST QUESTIONNAIRE. 9. r Complete and submit the LIST OF SUB -CONTRACTORS. DOCUMENTS REOUIRED WITHIN SEVEN BUSINESS DAYS AFTER CLOSING: 10. Complete and submit the FINAL LIST OF SUB -CONTRACTORS. DOCUMENTS REQUIRED BEFORE CONTRACT IS FINALIZED: 11. Please acknowledge and submit the ONLINE DISCLOSURE OF INTERESTED PARTIES FORM 1295 within the specified time according to Texas Government Code 2252.908 using the Texas Ethics Commission website. FAILURE TO PROVIDE ANY OF THE ABOVE MAY RESULT IN YOUR BID BEING DEEMED NON -RESPONSIVE AND, THEREFORE, NOT FURTHER EVALUATED. PLEASE INCLUDE THIS COMPLETED PAGE AS THE FIRST PAGE OF YOUR BID SUBMITTAL. rites- ��6t12 / ('Type or Print Company me) 10/17/2016 2:42 PM p. 4 t_ Page Intentionafly Left Blank 1. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL — (must be submitted by published due date & time) 3-1. UNIT PRICE BID SUBMITTAL FORM 3-2. CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT j 3-3. SAFETY RECORD QUESTIONNAIRE 3-4. SUSPENSION AND DEBARMENT CERTIFICATION . 4 LIST OF SUB -CONTRACTORS 5. PAYMENT BOND 6. PERFORMANCE BOND 7. CERTIFICATE OF INSURANCE 8. CONTRACT 9. CONFLICT OF INTEREST QUESTIONNAIRE CHAPTER 176 10. CHAPTER 46. DISCLOSURE OF INTERESTED PARTIES 11. GENERAL CONDITIONS OF THE AGREEMENT 12. DAVIS BACON WAGE DETERMINATIONS 13. SPECIAL CONDITIONS (IF APPLICABLE) 14. SPECIFICATIONS 4 Page Intentionally Left Blank 1 NOTICE TO BIDDERS ITB 17-13087-SS Sealed bids addressed to Marta Alvarez, Director of Purchasing and Contract Management, City of Lubbock, Texas, will be received in the office of the Purchasing and Contract Management Office, City Hall, 1625 13th Street, Room 204, Lubbock, Texas, 79401, until 2:00 p.m. on October 20, 2016, 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 following described project: Meadowbrook Golf Course Parking Lot Paving Improvements After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing and Contract Management Office and publicly read aloud. It is the sole responsibility of the bidder to ensure that his bid is actually in the office of the Purchasing and Contract Management Office for the City of Lubbock, before the expiration of the date above first written. Bids are due at 2:00 p.m. on October 20, 2016, and the City of Lubbock City Council will consider the bids on November 3, 2016, at the City Hall, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder 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 bidder 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 should 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 AND MUST BE DATED THE SAME DATE THAT THE CONTRACT WAS AWARDED. The estimated budget for the construction phase of this project is $275,000 Bidders 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 bid 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 bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. FAILURE OF THE BIDDER TO INCLUDE BID SECURITY WITH THE BID SUBMITTAL SHALL CONSTITUTE A NONRESPONSIVE BID AND RESULT IN DISQUALIFICATION OF THE BID SUBMITTAL. It shall be each bidder's sole responsibility to inspect the site of the work and to inform himself 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 bid submitted. There will be a non -mandatory pre -bid conference on October 11, 2016, at 10:00 a.m., at 1625 131h Street, Purchasing Conference Room 204, Lubbock, Texas. 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 http://wwNv.bidsyge.com 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. Attention of each bidder 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 Bidders. Each bidder's 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. The City of Lubbock hereby notifies bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises shall be afforded equal opportunities to submit bids 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. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid 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 or write to Post Office Box 2000, Lubbock, Texas 79457 at least 48 hours in advance of the meeting. CITY OF LUBBOCK .Aiarta ACvarez DIRECTOR OF PURCHASING AND CONTRACT MANAGEMENT GENERAL INSTRUCTIONS TO BIDDERS 1 BID DELIVERY TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to funush Meadowbrook Golf Course Parking Lot Paving Improvements per the attached specifications and contract documents. Sealed bids will be received no later than 2:00 p.m., on October 20, 2016 at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-hand corner: "ITB 17-13087-SS, Meadowbrook Golf Course Parking Lot Paving Improvements" and the bid opening date and time. Bidders must also include their company name and address on the outside of the envelope or container. Bids must be addressed to: _v Marta Alvarez, Director of Purchasing and Contract Management City of Lubbock 1625 13th Street, Room 204 Lubbock, Texas 79401 1.2 Bidders are responsible for making certain bids are delivered to the Purchasing and Contract Management Office. Mailing of a bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, we suggest that he/she use some sort of delivery service that provides a receipt. 4 F 1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS. 1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an addendum. 2 PRE -BID MEETING 2.1 For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda as needed for the clarification of the Invitation to Bid (ITB) documents, a non -mandatory pre -bid meeting will be held at 10:00 a.m., on October 11, 2016, at 1625 131` Street, Purchasing Conference Room 204 Lubbock Texas. All persons attending the meeting will be asked to identify themselves and the prospective bidder they represent. 2.2 It is the bidder's responsibility to attend the pre -bid meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre -bid meeting to bidders who do not attend the pre -bid meeting. 3 ADDENDA & MODIFICATIONS 3.1 Any changes, additions, or clarifications to the ITB are made by ADDENDA information available over the Internet at www.bidsync.com. We strongly suggest that you check for any addenda a minimum of forty-eight hours in advance of the response deadline. BUSINESSES NNITHOUT INTERNET ACCESS may use computers available at most public libraries. 3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may i request an interpretation thereof from the Purchasing and Contract Management Office. At the request of the bidder, or in the event the Purchasing and Contract Management Office deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing and Contract Management Office. Such addenda issued by the Purchasing and Contract Management Office will be available over the Internet at www.bidsync.com and will become part of the bid package having the same binding effect as provisions of the original ITB. 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 bid closing date. 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any amendment 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 ITB should be used in preparing bid responses. All contacts that a bidder may have had - before or after receipt of this ITB 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 bid should be disregarded in preparing responses. 3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders. 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all requirements before submitting a bid to ensure that their bid meets the intent of these specifications. 4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to comply, in every detail, with all provisions and requirements of the Invitation to Bid. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Purchasing and Contract Management Office and a clarification obtained before the bids are received, and if no such notice is received by the Purchasing and Contract Management Office prior to the opening of bids, then it shall be deemed that the bidder fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If bidder does not notify Purchasing and Contract Management Office before bidding 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 bid closing date. BID PREPARATION COSTS 5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a bid. 5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or equipment. 5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder. 6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to release such information initially, but please note that the final determination of whether a particular portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the event a public information request is received for a portion of your bid that you have marked as being confidential information, you will be notified of such request and you will be required to justify your legal position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In the event that it is determined by opinion or order of the Texas Attorney General or a court of competent jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the Government Code and Section 252.049 of the Local Government Code, then such information will be made available to the requester. 6.3 Marking your entire bid CONFIDENTIAL/PROPRIETARY is not in conformance with the Texas Open Records Act. 10 7 LICENSES PERMITS TAXES The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may be required to pay. 8 UTILIZATION OF LOCAL BUSINESS RESOURCES Prospective bidders are strongly encouraged to explore and implement methods for the utilization of local resources, and to outline in their bid submittal how they would utilize local resources. 9 CONFLICT OF INTEREST 9.1 The bidder 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. 9.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder 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 bid. 10 CONTRACT DOCUMENTS 10.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 10.2 All bidders 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. 11 PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge or forfeiture of deposit. The contract documents may be examined without charge as noted in the Notice to Bidders. 12 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 12.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the bidder's responsibility to advise the Purchasing and Contract Management Office if anylang_uage, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification 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 bid closing date. A review of such notifications will be made. 12.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE BID CLOSING DATE AND ADDRESSED TO: Sara Summers, Buyer City of Lubbock Purchasing and Contract Management Office 1625 13a' Street, Room 204 Lubbock, Texas 79401 Fax: 806-775-2164 Email: Suummers@mylubbock.us Bidsync: www.bidsync.com 11 13 TIME AND ORDER FOR COMPLETION 13.1 The construction covered by the contract documents shall be substantially completed within 30 Calendar Days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 13.2 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. 14 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 15 AFFIDAVITS OF BILLS PAID 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. 16 MATERIALS AND WORKMANSHIP 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. 17 GUARANTEES 17.1 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). 17.2 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. 17.3 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, its right pertaining to termination or default. 17.4 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.... 12 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. 18 PLANS FOR THE CONTRACTOR The contractor will, upon written request, be furnished up to 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 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 bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder 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 bidder. (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 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 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, at Contractor's expense. 22 BARRICADES AND SAFETY MEASURES 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 unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further 13 f' use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. 23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 23.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 24 CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder 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. 25.2 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. 26 LABOR AND WORKING HOURS 26.1 Attention of each bidder 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 bidders' 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 bidder'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 the contract requiring an inspector shall not be performed on weekends 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. 14 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 t diligent effort to complete the contract within the allotted time. �- 26.2 Before construction work requiring an inspector is to be performed on Sunday 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 Sunday 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 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 ($60) 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 Bids submitted containing any conditions which provide for changes in the stated bid 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 bidder without being considered. 29 PREPARATION FOR BID 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. 29.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. 29.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 29.3.1 Bidder's name: 29.3.2 Bid for "ITB 17-13087-SS, MEADOWBROOK GOLF COURSE PARKING LOT PAVING MPROVEMENTS" Bid submittals may be withdrawn and resubmitted at any 15 j at, 31 i time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 29.4 Pursuant to Texas Local Government Code 252.043(g), a competitive sealed bid that has been ! opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID-x SUBMITTAL FORM PRIOR TO BID OPENING. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and will include the t ^ following: (a) Notice to Bidders. (b) General Instructions to Bidders. ' (c) Bidder's Submittal s (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 bidder for his inspection in accordance with the Notice to Bidders. 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. QUALIFICATIONS OF BIDDERS The bidder 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 bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The bidder's bid may be deemed not to meet specifications or the bid may be rejected if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the bidder 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 bidder. (d) The quality of performance of previous contracts or services. (e) The safety record of the Contractor and proposed Sub -Contractors 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 three (3) 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. 16 [-, 32 BID AWARD 32.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its ' sole discretion. Unless otherwise specified herein, the City shall award the bid based on the total bid for Bid Items 1 through 16 plus the sum of any Alternate Bids or Options the City may select. 32.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to specifications is primary in determining the best low bid. Failure to comply with the specifications may result in disqualification of the bid. 32.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General tD determine possible Anti -Trust violations. 32.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder would be required to underbid the nonresident bidder in the nonresident bidders' home state. 32.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the State of Texas and under the laws of the State of Texas. In connection with the performance of work, the Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the same may be applicable. 32.6 NO INDIVIDUAL OF ANY USING DEPARTMENT 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 INVITATION TO BID. 33 ANTI -LOBBYING PROVISION 33.1 DURING THE PERIOD BETWEEN THE BID CLOSE DATE AND THE CONTRACT AWARD, BIDDERS, INCLUDING THEIR AGENTS AND REPRESENTATIVES, SHALL NOT DIRECTLY DISCUSS OR PROMOTE THEIR BID WITH ANY MEMBER OF THE LUBBOCK CITY COUNCIL OR CITY STAFF EXCEPT IN THE COURSE OF CITY - SPONSORED INQUIRIES, BRIEFINGS, INTERVIEWS, OR PRESENTATIONS, UNLESS REQUESTED BY THE CITY. 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 PREVAILING WAGE RATES 34.1 Bidders 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 17 34.2 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. 34.3 The State of Texas has adopted the Federal Davis -Bacon wage rates for use in Texas pursuant to and in accordance with the Texas Government Code, Section 2258.022. Bidders may access the U. S. Department of Labor web site at the following web address to obtain the rates to be used in Lubbock County: hLtp://Nk-ww.wdol.gov/dba.aspx 34.4 It shall be the responsibility of the successful bidder to obtain the proper wage rates from the web site for the type of work defined in the bid specifications. 34.5 A contractor or subcontractor who violates Texas Government Code Section 2258.023 shall pay to the City of Lubbock sixty dollars ($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. 18 BID SUBMITTAL FORM Page Intentionally Left Blank City of Lubbock Bid ITB 17-13087-SS BID SUBMITTAL FORM UNIT PRICE BID CONTRACT DATE: Laa .ZD. in 1!:� PROJECT NUMBER: ITB 17-13087-SS, Meadowbrook Golf Course Parking Lot Paving Improvements Bid of (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Ladies and Gentlemen: The Bidder, in compliance with your Invitation to Bid for the Meadowbrook Golf Course Parking Lot Paving Improvements, having carefully examined the plans, specifications, instructions to bidders, notice to bidders 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 below. The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated below. ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED NO. QUANTITY MEASURE AMOUNT 1 Mobilization 1 LS 2,560. on ® ®b 2,560, 2 Asphalt Removal 775 SY SO 3 Concrete Removal 226 SY 4 Curb Removal 270 LF 5 1.5" Hot Mix Asphalt Pavement COL Type 9711 SY D 6 24" COL Type A Curb and Gutter 693 LF 2- $, nb ( a, cN, 7 24" COL Type C Curb and Gutter 92 LF zs°p z °° 8 24" Saw -tooth Curb and Gutter 11 LF oa 9 Fillets, Valley Gutters and Driveway 880 SY S2o.°" 10/17/2016 2:42 PM P. 19 City of Lubbock f Bid ITB 17-13087-SS j ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED NO. QUANTITY MEASURE AMOUNT 10 Concrete Sidewalks 32 SY 11 Concrete Sidewalk Ramps 2 EA 12 Flexible Base 2152 SY 13 Asphalt Pothole Repair 4" ASB 260 SY J��.®o .3t✓od � 14 Parking Lot Striping 1 LS ee 50©. 5w.dn 15 6" Recycled Concrete Gabion Mattress 100 SY $ 00 1 �.��•oo 16 Storm Water Pollution Prevention Plan 1 LS ®o o0 Jr Total Items (1-16) $ 2 -f j" 7619 s� Bidder 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 30 CALENDAR DAYS thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $176 for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 70 calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within 10 business days after notice of award of the contract to him 2 __ Bidder's Initials 10/17/2016 2:42 PM % p. 20 City of Lubbock Bid ITB 17-13087-SS Enclosed with this bid is a Cashier's Check or Certified Checlk for Dollars ($ ) or a Bid Bond in the sum of S% Qe nd Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid 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 10 business days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. _. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the No . to Bidders. Pursuant to Texas Local Government Code 252.043(g), a Dat . competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE Auth ' ed Si ature MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR er�,lc a vt TO BID OPENING. (Printe or Typed Name) (` Company (Seal if Bidder is a Corporation) g gag ` 1 I LSE' ,61 ✓,/ ATTEST: Address LZ� L city, p County Secretary R — State Zip Code Bidder acknowledges receipt of the following addenda: Telephone: 9&,- - 7--1 8-19 77 _._ Fax: Ij'Q4 - %51F — 4 42" Addenda No. �_ Date �� Addenda No. Date Addenda No. Date Addenda No. Date FEDERAL TAX ID or SOCIAL SECURITY No. . I a Mly- M �r M/WBE Firm: Woman Black American Native American Hispanic American Asian Pacific American I Other (Specify) FOR CITY USE ONLY Bid Form Item Number(s) Awarded to Above Named Firm/Individual: Date of Award by City Council (for bids over $50, 000): Date P.O./Contract Issued: RETURN COMPLETED & SIGNED BID FORM ALONG WITH CITY OF LUBBOCK SPECIFICATIONS. LABEL THE OUTSIDE OF YOUR SEALED BID WITH THE ITB NUMBER, THE CLOSING DATE AND TIME, AND YOUR COMPANY NAME AND ADDRESS. 10/17/2016 2:42 PM p. 21 MERCHANTS 1 BONDING COMPANY. ' MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL BONDING, INC. 2100 FLEUR DRIVE • DES MOIN ES, IOWA 50321-1158 • (800) 678-8171 • (515) 243-3854 FAX BID BOND PUBLIC WORK Bond No. KNOW ALL PERSONS BY THESE PRESENTS: That Ronnie Zahn Paving, Inc. (hereinafter called the Principal) as Principal, and the Merchants Bonding Company (Mutual) a corporation of the State of Iowa, with its Home Office in the City of Des Moines, Iowa, (hereinafter called Surety), as Surety, are held L� and firmly bound to City of Lubbock, Texas j (hereinafter called the Obligee) in the full and just sum of ( - --5 /°----------- ) 1 ._i Five Percent of the Amount Bid ------------- -------------- —--- ----- ---------------------- ----------------------------- ------------------ Dollars good and lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and dated this 20th day of October 2016 THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for Meadow Brook Golf Course Parking Lot Paving Improvements; ITB 17-13087-SS LJ according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award, and shall give bond for the faithful performance thereof with the Merchants Bonding Company (Mutual) and Surety, or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. Witness: CON 0333 (2/12) Ronnie Zffhn Pavine. Inc. Principal By v ly ants Bo ding Company Mutual) By Jennif inters, Attorney- n-Fact I MERCHANTIS!�k BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the "Companies' do hereby make, constitute and appoint, individually, Cara D Hancock; Carroll Mayfield; Harold Binggeli; Jennifer Winters; Ron Stroman their true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver on behalf of the Companies, as Surety, bonds, undertakings and other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: THREE MILLION ($3,000,000.00) DOLLARS This Power-of-Attomey is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations In favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 15th day of August , 2015 10f 1,��''•., 3,�g •�� 0�4 •`0�7. •� s STATE OF IOWA ,,J•''�,��R.aq��•''��� MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. COUNTY OF Dallas ss. I , President On this 15th day of August , 2015 , before me appeared Larry Taylor, to me personally known, who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. � s WENDY WOODY i • • Commission Number 784654 • My Commission Expires • tows.. June 20 2017 Notary Publi , County, Iowa (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 20th day of October , 2016 zl,le, �� � : 5 � Z�_Z. Secretary POA 0014 (6/15) Pate Intentionally Left Blank City of Lubbock Bid ITB 17-13087-SS City of Lubbock, TX Insurance Requirement Affidavit To Be Completed by Bidder Must be submitted with Bid 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. � -�-2 - z--- Contractor Original ature) La n_a ZzAn Contractor (Print) CONTRACTOR'S BUSINESS NAME: a (Print or Type) CONTRACTOR'S FIRM ADDRESS: r() L� /d I vl NOTE TO CONTRACTOR If the time requirement specified above is not met, the City has the right to reject this bid and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Director of Purchasing & Contract Management Office for the City of Lubbock at (806) 775-2572. ITB 17-13087-SS Meadowbrook Golf Course Parking Lot Paving Improvements 10/17/2016 2:42 PM p. 22 Page Intentionally Left Blank c` City of Lubbock Bid ITB 17-13087-SS City of Lubbock, TX 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 bids 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 bidder prior to awarding bids on City contracts. The definition and criteria for determining the safety record of a bidder for this consideration shall be: The City of Lubbock shall consider the safety record of the bidders in determining the responsibility thereof. The City may consider any incidents 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 bidder 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 from bodily harm or death. d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of the bidder and his or her ability to perform the services or goods required by the bid documents in a safe environment, both for the workers and other employees of bidder and the citizens of the City of Lubbock. In order to obtain proper information from bidders so that City of Lubbock may consider the safety records of potential contractors prior to awarding bids on City contracts, City of Lubbock requires that bidders answer the following three (3) questions and submit them with their bids: QUESTION ONE Has the bidder, or the firm, corporation, partnership, or institution represented by the bidder, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of OSHA within the past three (3) years? YES NO V If the bidder has indicated YES for question number one above, the bidder must provide to City of Lubbock, with its bid 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. Bidder's Initials 10/17/2016 2:42 PM p. 23 a City of Lubbock Bid ITB 17-13087-SS QUESTION TWO Has the bidder, or the firm, corporation, partnership, or institution represented by the bidder, 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 NOy-' If the bidder has indicated YES for question number two above, the bidder must provide to City of Lubbock, with its bid 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. QUESTION THREE Has the bidder, or the firm, corporation, partnership, or institution represented by bidder, 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 from serious bodily injury or death? YES NO !, If the bidder has indicated YES for question number three above, the bidder must provide to City of Lubbock, with its bid 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. ACKNOWLEDGEMENT THE STATE OF TEXAS 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 shall be investigated, with my full permission, and that any misrepresentations or omissions may cause my bid to be rejected. Signature &pora X e ar Title 10/17/2016 2:42 PM p. 24 �' j City of Lubbock Bid ITB 17-13087-SS City of Lubbock, TX 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. CKl UIMNMb ► ., 1 FEDERAL TAX ID or SOCIAL SECURITY No. �'�— /2/2 �� 2 Signature of Company Printed name of company official signing above: V Z '�. h.-A '� � 0, Date Signed: go 42__ 3 s 10/17/2016 2:42 PM p. 25 Pal4e Intentionally Left Blank fj LIST OF SUB -CONTRACTORS City of Lubbock Bid ITB 17-13087-SS ITB 17-13087-SS Meadowbrook Golf Course Parking Lot Paving Improvements LIST OF SUB CONTRACTORS Minority Owned Company Name Location Services Provided Yes No I. 1 � 2. ❑ 3. ❑ ❑ 4. ❑ ❑ 5. ❑ ❑ 6. ❑ ❑ 7. ❑ ❑ 8. ❑ ❑ 9. ❑ ❑ 10. ❑ ❑ 11. ❑ ❑ 12. ❑ ❑ 13. ❑ ❑_ 14. ❑ ❑ 15. ❑ ❑ 16. ❑ ❑ ComAany City, County .C� bdoc , Z" a4le-- State TZ Zip Code'jfAiGo11- eta Telephone: $D�- - %,F 18?7 Fax: $D(. -5!er- �a�0 THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR PROPOSAL IF NO SUB —CONTRACTORS WILL BE USED PLEASE INDICATE SO r 2 10/17/2016 2:42 PM p. 27 i 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. ITB 17-13087-SS Meadowbrook Golf Course Parking Lot Paving Improvements FINAL LIST OF SUB CONTRACTORS Company Name Location Services Provided -z'J►, Cn , .-C �yy (X coiicrek Soft wes7�rn Cesm r4 C6nCrt�e- Company Address 4601 City, County I u , �I°l�-�,e� • State Zip Code Telephone: $ - 11-1 " 1 Fax: `60(� - -7 —Coa,a Minority Owned Yes No ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ THIS FORM SHALL BE COMPLETED AND RETURNED WITHIN 7 DAYS OF BID CLOSING. IF NO SUB —CONTRACTORS WILL BE USED PLEASE INDICATE SO. 3 Paae Intentionally Left Blank PERFORMANCE BOND Page Intentionally Left Blank :r1 STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE a-, (CONTRACTS MORE THAN $100,000) Bond No. TXC 607202 KNOW ALL MEN BY THESE PRESENTS, that Ronnie Zahn Paving, Inc. (hereinafter called the Principal(s), as Principal(s), and Merchants Bonding Company (Mutual) (hereinafter called the Surety(s), as Surety(s), are held and finely bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of Two Hundred Seventy -Five Thousand Seven Hundred and Eighty Dollars and Fifty Cent ._ ($275,708.501 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 the 17th day of November, 20163 to ITB 17-13087-SS Meadowbrook Golf Course Parking Lot Paving . 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 22nd day of November 2016. Merchants Bonding Company (Mutual) w Surety. * By. 644 (Title) Cara H n ock, Attorney -In -Fact Ronnie Zahn Paving, Inc. (Company Name) By: Z -a ►La a. (Printed Name) (Signature) (Title) j The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates Cara D. HancoQk 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. Merchants Bonding Company (Mutual) Surety { I *BY � j Tit.�)) Cara D. Hancock, Attorney —In —Fact Approved as to Form City of ubbock By: Cit jorneY * Note: If signed by an Office 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. 2 k MERCHANTS k BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the "Companies' do hereby make, constitute and appoint, individually, Cara D Hancock; Carroll Mayfield; Harold Binggeli; Jennifer Winters; Ron Stroman their true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver on behalf of the Companies, as Surety, bonds, undertakings and other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of. THREE MILLION ($3,000,000.00) DOLLARS This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby 'given to the Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 15th day of August , 2015 STATE OF IOWA •�044,%07 �`• zooa :.�. .•�oG,Cph•• ikP0,q .9 . • : Cs 4 yc 1933 : c • s • MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. By /,C,77 7,7� COUNTY OF Dallas ss. to##0 President On this 15th day of August , 2015 , before me appeared Larry Taylor, to me personally known, who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. APR s WENDY WOODY z° Commission Number 784654 My Commission Expires /OwP June 20 2017 Notary Pu61 PCouty,a ' (:� (Expiration of notary s commission does not invalidate this instrument) I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 22nd day of November, 2016 , Secretary POA 0014 (6/15) k, PAYMENT BOND I Pale 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 Ronnie Zahn Paving, Inc. (hereinafter called the Principal(s), as Principal(s), and Merchants Bonding Company (Mutual) (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 Two Hundred Seventy -Five Thousand Seven Hundred and Eight Dollars and Fifty Cent ($275,708.50) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 17th day of November, 2016. to ITB 17-13087-SS Meadowbrook Golf Course ParkinE Lot Pavine Improvements and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 22nd day of November , 2016. Merchants Bonding Company (Mutual) Surety *By, (Title Cara tV Ha c ck, Attorney -In -Fact Ronnie Zahn Paving, Inc. (Company Name) By: /& awa���.�1 (Printed Name) Sigma re)✓ C 14 (Title) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby rl" designates Cara D . Hancock an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. Fil Merchants Bonding Company (Mutual) Surety j *B tY$ Y (Title , Cara D. Hancoc , Attorney —In —Fact Approved as to form: City of Lul�,,00ck 0. By: City * Note: If sWed by an Office 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. 2 I MERC TES BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the "Companies' do hereby make, constitute and appoint, Individually, Cara D Hancock; Carroll Mayfield; Harold Binggeli; Jennifer Winters; Ron Stroman their true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver on behalf of the Companies, as Surety, bonds, undertakings and other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: THREE MILLION ($3,000,000.00) DOLLARS This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the sea( of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or-blectronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations In favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 15th day of August 2015 •N�•44q •`O01 STATE OF IOWA 000y�01 OfN„.. MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. By /-e-77 7-1,1,- COUNTY OF Dallas ss. " President On this 15th day of August , 2015 , before me appeared Larry Taylor, to me personally known, who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. APR s WENDY WOODY Commission Number 784654 My Commission x ires June 2020 �a 7 Notary Pu61 • PCounly,a (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 22nd day of November, 2016 , . • D�N� • CO,�.o • �o?oRP09 •.q•. • a 1933 c • • ;. .may. • Secretary POA 0014 (6/15) C MERCHANTS BONDING COMPANY. MERCHANTS BONDING COMPANY (MUTUAL) P.O. Box 14498, DES MOINES, IOWA 50306-3498 PHONE: (800) 678-8171 FAX: (515) 243-3854 IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company (Mutual) toll -free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-262-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent 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. r, SUP 0032 TX (2/15) L No Text CERTIFICATE OF INSURANCE 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 of 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 $ Offices 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 (Naive of Insurer) MUST BE SENT TO THE CITY OF LUBBOCK 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. t ,g 1� v.} CONTRACTORCHECKLIST A CONTRACTOR SHALL: 1_ (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 (see reverse) 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." s "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 (8) 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) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (D) 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; (E) obtain from each other person with whom it contracts, and provide to the contractor: �z. (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 l _ coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (F) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (G) 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 (H) 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. CONTRACT Page Intentionally Left Blank Contract 13087 STATE OF TEXAS COUNTY OF LUBBOCK f THIS AGREEMENT, made and entered into this 17th day of November, 2016, 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 Ronnie Zahn Paving, Inc. 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: ITB 17-13087-SS Meadowbrook Golf Course Parking Lot Paving Improvements 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 Conditions of Agreement. Ronnie Zahn Paving, Inc.'s bid dated October 20, 2016 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 y been given to him and to substantially complete same within the time specified in the contract documents. :i The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid 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: f COMPLETE ADDRESS: Company Address 64OP ML,,.k 81(,d City, State, Zip �N 7,e '11V�o f ATTEST: 1 Corporate S cretary CITY OF LUBBO , TEXAS (OWNER): By: Daniel M. Pope, Mayor ATT ST: Rebec a Garza, City Secretary City Manager APPROVED AS TO FORM: 0 Justin 0 tt, Assi taut City Attorney Pate Intentionally Left Blank CONFLICT OF INTEREST QUESTIONNAIR CHAPTER 176 - s FOR VENDOR DOING BUSINESS WITH LOCAL GOVERNMENTAL ENTITY This questionnaire reflects changes made to law by H.B. 23, 84th Leg., Regular Session Businesses and individuals doing business with the City need to file conflict of interest questionnaires with the Office of the City Secretary's Office. Local government officers are also required to file when a conflict exists. The questionnaire is to 'be filed in accordance with Chapter 176, Local Government Code, by a vendor who has a business relationship as defined by Section 176.001 (1-a) with a local governmental entity and the vendor meets the requirements under Section 176.006(a). By law this questionnaire must be filed with the City Secretary's Office of the local governmental entity no later than the 7 h business day after the date the vendor becomes aware of the facts that require the statement to be filled. Chapter 176 of the Local Government Code requires the City Manager and Council Members to file a Conflicts Disclosure Statement regarding their relationships with City vendors (including bidders and potential vendors). i_ The law also requires that any vendor who contracts, or seeks to contract, with the City for the sale or purchase of property, goods or services (including a bidder on a City contract) file a "Conflict of Interest Questionnaire" 4' regarding the vendor's business relationships, if any, with Council Members or the City Manager. Compliance is the responsibility of each individual, business or agent who is subject to the law's filing requirement. Questions about compliance should be directed to your legal counsel. Office of the City Secretary 1625 13th Street, Room 206 Lubbock, TX 79401 Questionnaire is available at http://www.ci.lubbock.tx.us/departmental- websites/departments/purchasing/vendor-infonnation Texas Government Code 2252.908 Disclosure of Interested Parties Form 1295 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. §2252.908, Texas Government Code requires the commission to adopt rules necessary to implement the new disclosure requirement and to prescribe the disclosure form. 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. Section 2252.908 provides definitions of certain terms occurring in the section. House Bill 1295 provides that §2252.908 applies only to a contract entered into on or after January 1, 2016. An interested party is defined as a person who has a controlling interest in a business entity with whom a governmental entity or state agency contracts or who actively participates in facilitating the contract or negotiating the terms of the contract, including a broker, intermediary, adviser, or attorney for the business entity. Contractors are required to acquire Form 1295 via the Texas Ethics Commission website. This requires registration, generation of Form 1295 with a unique Certificate Number & filing date, printing the form, notarizing and returning the forrn to City of Lubbock Purchasing & Contract Management Department. Once the form is received by the Purchasing and Contract Management Department, the Buyer associated with the project will log -in to the Texas Ethics Commission portal and acknowledge receipt of the form not later than the 30th day after the date the contract for which the form was filed binds all parties to the contract. This will complete the form for the contract with which the form is associated. The completed form will be made available via the Texas Ethics Commission website. Form 1295 can be generated via the Texas Ethics Commission web portal. The website and detailed instructions are located at: https://www.ethics.state.tx.us/whatsnew/elf info forml295.htm GENERAL CONDITIONS OF THE AGREEMENT 0 IU 10 11. 12. 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. 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. 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 shall 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. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 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 shall not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor shall 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 shall not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished whenever Owner's Representative 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 shall 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 are 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. i. . 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 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 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 f, subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. f _ = 17. CONTRACTOR'S UNDERSTANDING s 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 wurK, UIIU LUG gUI1Gid1 UHU IMM WIMIL1011S, MW d11 ULller 111dLLCIIS wmcn in any way allect the worK under Lne contract documents. No oral agreement or conversation with any Office, 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 i 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. is i 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 man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men 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 men or equipment are 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 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 shall 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 through oversight or otherwise. 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 shall 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 G 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. i 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 fin ther 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 t 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 d 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 w by Contractor's bid, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction 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 l_. 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; 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. 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 workmen, 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 h 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 shall 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 bid, 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 bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before bidding 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 bids. 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 i 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 i 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 all of its Offices, 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 ryry 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 i 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 4 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 shall 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 coverage's 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) iI. _. The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000 Combined Single Limit in the aggregate and per occurrence to include: 1 Y Products & Completed Operations Hazard Contractual Liability Personal Injury & Advertising Injury With Heavy Equipment Endorsement A_ 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 .rt Vehicles. D. Builder's Risk Insurance/Installation Floater Insurance - NOT REQUIRED. E. Umbrella Liability Insurance - NOT REQUIRED. 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 `3 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 a_ 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 Ll 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. 3. 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 shall 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 A showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6 The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. 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 191 L' (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 shall provide services on the project shall 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. 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 bid 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: 10 I (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 Te- as Workers' Compensation Commission at 800-372-7713 or 512-804- 4000 (www.tdi.state.tx.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 begimung work on the project; _, 11 29 30. (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; i (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, IJ within 10 days after the person knew or should have known, of any change that t 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 IA to the person for whom they are providing services. 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. 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 t- Contractor agrees that it will indemnify and save the Owner and all of its Offices, 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 L_ _J machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract 12 and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall famish 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 -t 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 all of its Offices, 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 Offices, 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 bidding. 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 all of its Offices, 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 bidding 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 therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar :a 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 fall obligations to the Owner, as provided by the contract documents. -s 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 contract documents, 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. t 13 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 $176 PER 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. r 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 at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done, either by contract or by its own force, the Owner's 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. 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 carryon 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 bid 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 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 workmen, 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 t 14 38 39. 40 41. 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. 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 bids 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. 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 any of its Offices, 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. 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 bid 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. 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. 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 15 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 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. 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 thirty-one (31) working 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. 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. 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 after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. 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 r Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one 1 year from the date of certification of final completion b Owner' PP p ()YY s Representative. 16 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. 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. Q 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: t (a) The Owner may employ such force of men 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 17 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 bids, 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. __J 18 r 50. BONDS 51. 52. 53. 54 55. 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 an approved Surety Company 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. 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. 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. 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. 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. 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 19 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. ri 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. HOUSE BILL 2015 House Bill 2015, signed by the Governor on June 14, 2013 and effective on January 1, 2014, authorizes a penalty to be imposed on a person who contracts for certain services with a governmental entity and who fails to properly classify their workers. This applies to subcontractors as well. Contractors and subcontractors who fail to properly classify individuals performing work under a governmental contract will be penalized $200 for each individual that has been misclassified (Texas Government Code Section 2155.001). 60. HOUSE BILL 1295: DISCLOSURE OF INTERESTED PARTIES House Bill 1295, adopted by the 84th Legislature, created §2252.908, Texas Government Code. Section 2252.908 j 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 20 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: http://www,ei.lubbock.tx,us/departmental-websites/departments/`purchasingJvendor-infonnation 21 Paae Intentionally Left Blank DAVIS BACON WAGE DETERMINATIONS s__ EXHIBIT A General Decision Number: TX160007 01/08/2016 TX7 Superseded General Decision Number: TX20150007 State: Texas Construction Types: Heavy and Highway Counties: Armstrong, Carson, Crosby, Ector, pion, 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 $10.15 for calendar year 2016 applies to all contracts subject to the Davis -Bacon Act for which the 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 $10.15 (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 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 * 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 9 t W 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 ............... Front End Loader Operator, Over 3 CY................... $ 12.77 Front End Loader, 3CY or less............ Loader/Backhoe.............. $ 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 ..$ 13.46 312.28 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental Unlisted classifications needed for work not included within the scope of the classifications listed may be r� 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 l 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 fmal. END OF GENERAL DECISION I 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. Pale Intentionally Left Blank SPECIFICATIONS Page Intentionally Left Blank i City of Lubbock Meadowbrook Golf Course Parking Lot Paving Improvements Lubbock, Texas September 2016 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS TABLE OF CONTENTS DIVISION 0 - BIDDING REQUIREMENTS AND CONTRACT INFORMATION Not Used DIVISION 1 - GENERAL REQUIREMENTS 01020 Measurement and Payment........................................................................................................ 5 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 01400 Quality Requirements................................................................................................................ 5 01555 Barricades, Signs and Traffic Handling..................................................................................... 2 01600 Product Requirements................................................................................................................ 3 01700 Contract Closeout...................................................................................................................... 2 DIVISION 2 -16 Not Used APPENDICES APPENDIX A — CITY OF LUBBOCK PUBLIC WORKS ENGINEERING MINIMUM DESIGN STANDARDS AND SPECIFICATIONS Section 8 Standard Specifications for Streets and Drainage Construction Section 9 Check List for Streets and Drainage Construction Plans Section 10 Typical Details of Construction €1 8550 TABLE OF CONTENTS PAGE - 1 09/16 ` t MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS SECTION 01020 MEASUREMENT AND PAYMENT PART 1-GENERAL 1.1 SCOPE A. 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 and on which no separate payment is made shall be included in the bid prices on the various pay 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. 1.2 MOBILIZATION A. The cost for mobilization shall be limited to no more than 7.5% 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 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. 2. 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. 3. Payment for the remainder of the lump sum bid for "Mobilization" will be made on the final estimate after final acceptance of the project. 1.3 ASPHALT REMOVAL A. Measurement will be made of the area, in square yards, of existing pavement structure asphalt actually removed. Existing pavement structure will be considered all layers of material between existing roadway surface and top of existing subgrade. Payment will be made at the unit price bid per square yard of existing asphalt pavement structure removed. The Contractor shall ensure that the Owner has the opportunity to measure the square yards of pavement surface prior to removal. If pavement surface is removed without measurement by the Owner, no payment will be made for that removal. The unit price bid 8550 MEASUREMENT AND PAYMENT 01020 - 1 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS shall include sawing, separating for salvage, legal disposal, labor and equipment, and any incidental asphalt paving repair. 1.4 CONCRETE REMOVAL A. Measurement will be made of the area, in square yards, of existing concrete pavement, valley gutters, foundations, sidewalks, driveways, and other appurtenances actually removed. Existing concrete pavement and valley gutters will be considered all layers of material between existing roadway surface and top of existing subgrade. Payment will be made at the unit price bid per square yard of concrete removed. The contractor shall ensure that the Owner has the opportunity to measure the square yards of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. The unit price bid shall include sawing, separating for salvage, legal disposal, labor and equipment, and any incidental concrete repair. B. Removal of miscellaneous items such as wheel stops, wood posts, trees, and various sign foundations shall be considered subsidiary to this item and will not be paid for directly. C. Existing drainage pipe system to be capped and plugged shall be considered subsidiary to this item and will not be paid for directly. 1.5 CURB REMOVAL A. Measurement will be made of the linear feet of curb and gutter actually removed. Curb removal will be considered all layers of material between existing curb surface and top of existing subgrade. Payment will be made at the unit price bid per linear foot of curb removed. The contractor shall ensure that the Owner has the opportunity to measure the square yards of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal. The unit price bid shall include sawing, separating for salvage, legal disposal, labor and equipment, and any incidental concrete repair. 1.6 HOT MIX ASPHALT PAVEMENT (HMAC) A. Measurement will be made of the area, in square yards, of hot mix asphalt pavement actually constructed. Payment will be made at the unit price bid per square yard. The unit price bid shall include furnishing and installing all pavement structure layers including subgrade densification and caliche base according to City of Lubbock standards, tack and prime coats, compaction, testing and all incidentals necessary to complete the work. B. Adjusting manholes, valve boxes, or any type of utility boxes that require adjustment shall be subsidiary to this item. 1.7 CONCRETE CURB AND GUTTER (TYPE A AND TYPE C) A. Measurement will be made of the linear feet of curb and gutter actually constructed. Curb and gutter will be paid for at the unit price bid per linear foot. The unit price bid shall include furnishing and installing all materials, forming, finishing, jointing, and all incidentals necessary to complete the work. 1.8 SAW -TOOTH CONCRETE CURB AND GUTTER 8550 MEASUREMENT AND PAYMENT 01020 - 2 09/ 16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS A. Measurement will be made of the linear feet of curb and gutter actually constructed. Saw - tooth curb and gutter will be paid for at the unit price bid per linear foot. The unit price bid shall include famishing and installing all materials, forming, finishing, jointing, and all incidentals necessary to complete the work. 1.9 FILLETS, VALLEY GUTTERS AND DRIVEWAY A. Measurement will be made of the area, 'in square yards, of fillets, valley gutters and driveways actually constructed. Fillets, valley gutters and driveways will be paid for at the unit price bid per square yard. All valley gutter toe walls will be subsidiary to the surface measurement of this item. The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, reinforcement, forming, finishing, jointing, utility valve adjustments and all incidentals necessary to complete the work. B. Flowable fill needed adjacent to the new concrete infrastructure as indicated in the plans will be subsidiary to this item. C. Areas adjacent to the construction site will be bladed to match new construction. This operation is subsidiary to this item. 1.10 CONCRETE SIDEWALKS A. Measurement will be made of the area, in square yards, of sidewalks actually constructed. Sidewalks will be paid for at the unit price bid per square yard. The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, reinforcement, forming, finishing, jointing, and all incidentals necessary to complete the work. 1.11 CONCRETE SIDEWALK RAMPS A. A count will be made of the sidewalk ramps actually constructed. Sidewalk ramps will be paid for at the unit price bid per each ramp constructed regardless of type specified in the plans. The unit price bid shall include furnishing and installing all materials, reinforcement, forming, finishing, jointing and all incidentals necessary to complete the work. 1.12 FLEXIBLE BASE A. Measurement will be made of the area, in square yards, of flexible base actually constructed. Payment will be made at the unit price of square yards. The unit price shall include the densification of the existing subgrade, the furnishing and installation of the flexible base according to City of Lubbock Standards and all incidentals necessary to complete the work. 1.13 ASPHALT POTHOLE REPAIR 4" ASB A. Measurement will be made of the area, in square yards, of asphalt pothole repair actually constructed. Payment will be made at the unit price of square yards. The unit price shall consist of compacting subgrade to the elevation required to bring the addition of four inches of ASB to the elevation of the pavement to receive the one -and -a -half -inch overlay. 8550 MEASUREMENT AND PAYMENT 01020 - 3 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 1.14 PARKING LOT STRIPING A. Payment will be made on a lump sum basis for the pavement markings actually installed. The unit price bid shall include miscellaneous items such as wheel stops, ADA signage, furnishing and installing all materials, and all incidentals necessary to complete the work. 1.15 6" RECYCLED CONCRETE GABION MATTRESS A. Measurement will be made of the area, in square yards, of gabion mattress actually constructed. All gabion toe walls will be subsidiary to the surface measurement. Recycled concrete for the gabions shall be no larger than 4 inches and no smaller than 1 inch. The unit price bid shall include furnishing and installing all materials, excavation, trenching, filling, backfilling, reinforcement, forming, finishing, jointing, and all incidentals necessary to complete the work. 1.16 STORM WATER POLLUTION PREVENTION PLAN A. Payment will be made on a lump sum basis for the Storm Water Pollution Prevention Plan. 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 storm water pollution prevention shall not exceed 90% of the lump sum price bid for storm water pollution prevention prior to the termination of the construction contract. No partial payment will be made for partial storm water pollution prevention measures. Payment shall not be made for this item where the Owner determines a lack of evidence that storm water pollution prevention measures were used, or that the measures installed do not meet the requirements of the plan. No additional payments will be allowed where storm water pollution prevention is required because of work being remedied due to not meeting the requirements of the plans and specifications. The unit price bid shall include furnishing and installing all materials, filing Notice of Intent/Termination forms, inspections, maintenance, silt fences, hay bales, sand bags, diversion swales and any other measure and/or incidentals required for compliance with NPDES Permit. PART 2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 8550 MEASUREMENT AND PAYMENT 01020 - 4 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS SECTION 01027 APPLICATIONS FOR PAYMENT PART 1- 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. 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: Procedures for changes to the Work. 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. I 8550 APPLICATIONS FOR PAYMENTS 01027 - 1 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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 8550 APPLICATIONS FOR PAYMENTS 01027 - 2 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS SECTION 01028 CHANGE ORDER PROCEDURES PART 1- 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. Submittals. B. Documentation of change in Contract Sum/Price and Contract Time. C. Change procedures. D. Stipulated Price change order. E. Unit price change order. F. Time and material change order. G. Execution of change orders. H. Correlation of Contractor submittals. 1.3 RELATED SECTIONS A. Section 01027 -Applications for Payment. B. Section 01330 - Submittal Procedures. C. Section 01600 - Product Requirements. D. Section 01700 - Contract Closeout. 1.4 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. 1.5 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. 3. Overhead and profit.. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. 8550 CHANGE ORDER PROCEDURES 01028 - 1 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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. 1.9 UNIT PRICE CHANGE ORDER A. For pre -determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. 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. 8550 CHANGE ORDER PROCEDURES 01028 - 2 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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 8550 CHANGE ORDER PROCEDURES 01028 - 3 09/16 i MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS =r SECTION 01039 COORDINATION AND MEETINGS PART 1- 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. Coordination. B. Progress meetings. C. Preconstruction meeting. 1.3 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. 1.4 PRECONSTRUCTION MEETING A. Engineer will schedule a meeting with the required attendees.-- B. Attendance Required: Owner, Engineer, Contractor and major Subcontractors. C. Agenda: t 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. Survey layout. 11. Security and housekeeping procedures. 12. Procedures for testing. 13. Procedures for maintaining record documents. 8550 COORDINATION AND MEETINGS 01039 - 1 <... 09/16 t MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS f 14. Inspection and acceptance of equipment or improvements put into service during construction period. 15. Other items as deemed necessary by Owner or Engineer. D. Engineer 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. Engineer will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings. C. Attendance Required: 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. Engineer will record minutes and distribute copies to participants. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 8550 COORDINATION AND MEETINGS 01039 - 2 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS SECTION 01140 WORK RESTRICTIONS PART 1- 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. Use of premises. B. Special scheduling requirements. C. Working period. D. Utility cutovers and interruptions. E. Noise restrictions. F. Occupancy requirements. 1.3 USE OF PREMISES A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated. 1. Limits: Confine construction operations to within the limits of the construction easement or right-of-way as shown on plans. 2. 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. b. Provide commercial and industrial occupants with at least one (1) driveway suitable to traffic in and out of the location when obstructions are inevitable. Some additional requirements are noted on the plans for some affected driveways. 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. 8550 WORK RESTRICTIONS 01140 - 1 N 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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 and traffic. No work shall be performed on the following holiday periods or days: 1. New Year's Day (observed) 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 7 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. 8550 WORK RESTRICTIONS 01140 - 2 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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). 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 Independent School District 4. Durham Transportation 5. TxDOT 6. Lubbock Avalanche Journal 7. 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 not 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 8550 09/16 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 WORK RESTRICTIONS 01140 - 3 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS SECTION 01310 PROGRESS SCHEDULES PART 1- 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. Format. B. Content. C. Revisions to schedules. D. Submittals. 1.3 RELATED SECTIONS A. Section 01027 - Applications for Payment. B. 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. 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. B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. 8550 PROGRESS SCHEDULES 01310 - 1 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 8550 PROGRESS SCHEDULES 01310 - 2 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS SECTION 01322 PHOTOGRAPHIC DOCUMENTATION (OPTIONAL) PART 1- 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. This Section includes administrative and procedural requirements for the following: 1. Preconstruction photographs. 2. Periodic construction photographs. 3. Preconstruction videotapes. 4. Periodic construction videotapes. 1.3 RELATED SECTIONS A. Section 01330 - Submittal Procedures for submitting construction photographs. 1.4 SUBMITTALS A. Submit three complete sets of preconstruction photographs or videotape to Engineer. All three sets will be retained by the Owner and the Engineer. 1. Identification: On back of each print, videotape, or CD, provide an applied label or rubber-stamped impression with the following information: a. Name of Project. b. Name and address of photographer. C. 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. 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. Submit images that have the same aspect ratio as the sensor, uncropped. PART2-PRODUCTS Not Used 8550 PHOTOGRAPHIC DOCUMENTATION 01322 - 1 09/16 and Lce and for the ices do ,ument es are ections quality cument 'orming le CMT actions results es with med by -rial for r. The will be by the ie if the table in �truction 1400 - 1 k1 WBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS L d. Schedules. 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 11 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. TIONAL SUBMITTALS 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. 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. 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. Construction Videotapes: Comply with requirements in Section 01322 - Photographic Documentation. 3. ;XECUTION VTRACTOR'S REVIEW 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. Approval Stamp: Stamp each submittal with a uniform approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of SUBMITTAL PROCEDURES 01330 - 4 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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 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: 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 or Contractor Employee 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. 1.5 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. 8550 QUALITY REQUIREMENTS 01400 - 2 09/ 16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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. 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, provide quality -control services, including 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 Engineer and Contractor promptly of irregularities or deficiencies observed in the work during performance of its services. i 8550 QUALITY REQUIREMENTS 01400 - 3 1: 09/16 A . MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 'i 2. Prepare a test report and state in each report whether tested and inspected work passes or fails the specified requirements. 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. 1. Distribution: Distribute schedule to Owner, Engineer, testing agencies, and each parry 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. 1. 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. 8550 QUALITY REQUIREMENTS 01400 - 4 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS B. Protect construction exposed by or for quality -control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality -control services. END OF SECTION 8550 QUALITY REQUIREMENTS 01400 - 5 09/16 �L MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS SECTION 01555 BARRICADES, SIGNS AND TRAFFIC HANDLING PART 1- 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 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. PART2-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, 2004 (TxDOT) Item 662. B. Layout, color and placement shall conform to 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) shall be submitted by the Contractor to the City of Lubbock Traffic Engineering department for approval in the form of a barricade permit. 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. t 8550 BARRICADES, SIGNS AND TRAFFIC HANDLING 01555 - 1 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 3.2 MAINTENANCE 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 8550 BARRICADES, SIGNS AND TRAFFIC HANDLING 01555 - 2 09/16 r� MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS SECTION 01600 PRODUCT REQUIREMENTS PART 1- 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. 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 8550 09/16 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. PRODUCT REQUIREMENTS 01600 - 1 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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 maybe included in progress pay requests with written approval of the Owner. C. Handling l . 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. 3. Will coordinate installation and make changes to other Work which maybe required for A _a 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. t 8550 PRODUCT REQUIREMENTS 01600 - 2 --j 09/16 r. ,t MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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 8550 09/16 END OF SECTION PRODUCT REQUIREMENTS 01600 - 3 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS SECTION 01700 CONTRACT CLOSEOUT PART 1- 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. 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. 1.6 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 8550 CONTRACT CLOSEOUT 01700 - 1 09/16 MEADOWBROOK GOLF COURSE PARKING LOT PAVING IMPROVEMENTS 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. 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: l . 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: l . 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 as line segment installation is completed and 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. PART2-PRODUCTS Not Used PART 3-EXECUTION Not Used END OF SECTION 8550 CONTRACT CLOSEOUT 01700 - 2 09/16 City of Lubbock Public Works Engineering Minimum Design Standards and Specifications Department of Public Works Engineering City of Lubbock, Texas May 1, 2014 Design Standards and Specifications Streets and Drainage Check List SECTION 8 STANDARD SPECIFICATIONS FOR STREETS AND DRAINAGE CONSTRUCTION 8.1 General 8.1.01 The construction and materials for any City of Lubbock Public Works Engineering paving or drainage improvements project shall conform to the following specifications and associated plan sheets. A. Any construction or materials failing to meet the requirements of these specifications or the plan sheets shall be removed and replaced at the Contractor's own expense. B. No consideration will be given to requests for reduced payments for construction or materials not in conformance with these specifications and the plan sheets. 8.1.02 The term Engineer used in these specifications shall refer to the City of Lubbock City Engineer or an individual designated by the City Engineer to administer these specifications and associated plans. 8.1.03 The Engineer may require certificates from manufacturers certifying that materials or equipment to be incorporated into the work meet these specifications. A. Material Safety Data Sheets (MSDS) shall be required on all materials. B. All materials or equipment shall be subject to approval by the Engineer before being incorporated into any project. C. After approval, the source and/or character of materials shall not be changed without written authorization by the Engineer. 8.1.04 Streets to be constructed in a location where the traffic is expected to consist of an unusual number of trucks or other heavy vehicles shall have an approved pavement structure design specific to that loading condition. 8.1.05 All construction covered by these specifications shall be in compliance with the City of Lubbock Code of Ordinances, Chapter 30 Lakes and Water Ways, Chapter 36 Streets, Sidewalks, and Other Public Ways, Chapter 38 Subdivisions, and other chapters as applicable. 8.1.06 Any references to these specifications, ASTM, AASHTO, TxDOT, or other designated tests, procedures, quality standards, or requirements which are included in these specifications or any associated plans shall be the latest edition and revision thereof. A. When information indicated on plan sheets is in conflict with these specifications, the information on the plans shall govern. 8.2 Design Standards 8.2.01 The following design standards shall apply to all paving and drainage improvements associated with construction of new subdivisions. A. If unusual site conditions necessitate design criteria different from these requirements, changes will be permitted only if specifically approved by the City Engineer. Section 8 87 �_Y Design Standards and Specifications Streets and Drainage Check List { 8.2.02 Street Crown Elevations A. All street paving shall incorporate a centerline crown at the following listed elevation unless otherwise indicated on plans, or as directed by the Engineer: t-1 o. 32 feet 0.52 feet 36 feet 0.58 feet 42 feet 0.67 feet 46 feet 0.73 feet 66 feet 1.03 feet 88 feet 1.18 feet i. The widths listed above refer to the total proposed future full width of street. ii. Where there is a difference in elevation between top of opposite street curbs, the crown elevation shall be adjusted such that the cross slopes are 2.0% minimum and 4.0% maximum. 8.2.03 Minimum Grades A. All street paving shall incorporate the following slopes unless otherwise indicated on plans, or as directed by the Engineer: IV Linear Curb and Gutter0.20 Curb and Gutter in Cul-De-Sac0.30 7Filiets Concrete Di s Valle Gutters 0.35 Concrete Alle Pavin0.20 Concrete Drainage Channel 0.20 Fall Around Curb Radii 0.80 B. Asphalt dips shall not be used in the place of concrete dips or valley gutters. 8.3 Testing and Inspection 8.3.01 All work shall be inspected and tested by a representative designated by the City Engineer, who shall have the authority to halt construction when, in their opinion, construction is being performed contrary to these specifications or associated plans. A. Whenever any portion of these specifications or associated plans is violated, the Engineer may order the portion of construction that is in violation to cease until such violation is corrected. 8.3.02 Contractor shall cooperate with the Engineer in providing for sampling and testing procedures. n A. The contractor shall provide at least a 2 hour notification to City Inspection Staff prior to any t 1 inspection services needed. B. In the event the City tests indicate out of specification materials, additional tests may be provided by the contractor at their own expense. C. Conflicting tests provided by the contractor will not automatically be considered as compliance with City specifications, but will be considered only as additional information to be used by the Engineer to determine the compliance of the material or construction in question. f 88 Section 8 l Design Standards and Specifications Streets and Drainage Check List 8.3.03 The testing and inspection provided by the City is intended only to verify that materials and construction comply with plans and specifications. The City's testing and inspection efforts are not intended to replace the contractor's responsibility to comply with the specifications. A. With respect to new material sources, or where the City lab has determined materials or construction do not comply with these specifications, the City will not re -test until the contractor has provided their own testing to demonstrate the materials and construction are in compliance with the plans and specifications. 8.3.04 Upon completion of construction, the Contractor will apply sufficient water to all paving improvements within the project to ensure all surfaces meet drainage requirements and are in compliance with these specifications. 8.4 Notification of Property Owners 8.4.01 The contractor shall be responsible for maintaining positive communication with adjacent property owners. 8.4.02 The contractor shall provide two days notice to all affected property owners with respect to pending construction, and restriction of access or driveway locations. 8.5 Protection of Utilities and Irrigation Systems 8.5.01 The plans show only approximate locations of utilities as obtained from various utility companies. A. It is not implied that all utilities or their accurate locations are shown on the plans. 8.5.02 It is the contractor's responsibility to become familiar with all utilities and locations. A. The contractor shall comply with all laws, ordinances, and regulations with respect to utility notification and protection, including Underground Facility Damage Prevention Notification Centers. B. The contractor shall call DIG TESS (1-800-344-8377) and provide sufficient time for all utilities to be identified prior to construction. 8.5.03 On all projects the contractor shall exercise care not to damage any sanitary sewer pipe, manholes, storm sewers, water lines, valves and boxes, communication cables, power cables, gas lines, nor any other pipe or utility. The contractor will be responsible during the construction period for damages to any utilities. 8.5.04 Irrigation systems affected by construction shall be properly repaired by a licensed irrigator, with materials equal to the existing system, and in compliance with current applicable codes. The repairs shall be pressure tested to the satisfaction of the Engineer prior to being covered. 8.6 Water for Construction 8.6.01 The City will furnish water from fire hydrants for construction purposes. A. To use City water for construction the contractor shall acquire a water meter for use on a City fire hydrant and will be charged the applicable rate for the quantity of water used. B. The contractor shall contact Lubbock Power and Light Customer Service Department to establish a utility account. The contractor must pay a deposit for each fire hydrant meter and will be responsible for all charges associated with that account. 111.] Section 8 89 Design Standards and Specifications Streets and Drainage Check List l C. Once an account is established and the deposit is paid, the contractor may pick up a meter from the City Water Department at 600 Municipal Drive. 8.6.02 Fire hydrants shall be operated only by use of an approved fire hydrant wrench. No pipe wrenches, or other unapproved devices, shall be used to open and close a fire hydrant. 8.6.03 For top loading trucks or containers the contractor shall provide a back flow prevention assembly on the discharge side of the meter. A. The backflow prevention assembly shall be in the form of two spring loaded ball check valves. B. When filling the truck or container there shall be an air gap of at least two times the opening diameter of the truck or container. 8.6.04 For bottom loading trucks the contractor shall provide a Reduced Pressure Zone (RPZ) type backflow prevention assembly. A. All RPZ type back flow prevention assemblies must be tested and the test results approved by the City prior to use. B. The test results shall be sent to the City of Lubbock Public Works Department, Meter and Customer Service Supervisor for approval. 8.6.05 In accordance with City of Lubbock Ordinance No. 10208 "Pertaining to Backflow Prevention", City representatives are authorized to suspend water use from a fire hydrant by a contractor until the proper and correct backflow prevention devices are installed. 8.7 Concrete 8.7.01 These specifications shall govern Portland cement concrete used for curb and gutter, valley gutters and fillets, alley paving, sidewalks, street paving, curb ramps, medians, and drainage improvements. A. The concrete shall be produced at a Ready -Mix Concrete Batch Plant conforming to ASTM C94. B. The concrete shall be transported to the project location in approved Revolving Drum Agitator Trucks, and shall be placed within one hour of mixing time. The concrete shall be continuously mixed during transit. C. Concrete shall have a temperature of less than 90 degrees at time of placement. Concrete above this temperature will be rejected and shall be removed from the job site. D. No more than eight yards of concrete shall be loaded in a Revolving Drum Agitator Truck and transported to the job site. Loads in excess of eight yards will be rejected and shall be removed from the job site. E. Add mixture for increasing and or decreasing air shall be a temporary solution while the batch plant makes adjustments. A maximum of three loads may be treated per plant per day. F. No patching of any nature shall be allowed in repairing any damage to concrete improvements. Where damage occurs, the section shall be removed to the nearest joints and shall be replaced with new construction. Small cracks with no evidence of displacement may be repaired with epoxy, only where approved by the Engineer. G. All concrete shall have 5 percent, minus 1.5 percent to plus 3 percent, air entrainment in conformance with ASTM C260. H. When delivered to the jobsite, each truck shall provide the load ticket indicating weights of all concrete ingredients, including cement, aggregates, water, and admixtures. i ] 90 Section 8 Design Standards and Specifications Streets and Drainage Check List 8.7.02 Classification A. The following City of Lubbock classes of concrete shall be used: Curb and gutter, sidewalks, curb ramps, drainage channels, medians, A inlet boxes headwalls 'unction boxes driveways, and retaining walls. B Valley gutters and fillets alley returns and alley paving. C Concrete street pavement. D Utility encasements Fast setting concrete pavement such as "Fast Track" Concrete E Pavement or, other special design. 8.7.03 Thickness of Concrete Surfaces A. Concrete thoroughfare street paving shall have a minimum thickness of 8 inches. B. Concrete alley paving shall have a minimum thickness of 7-1/2 inches at edge and 5 inches at flow line. i. No tolerance on minimum thickness will be allowed. ii. No additional compensation will be made to the contractor for thickness greater than specified. C. All other proposed concrete paving thickness shall be approved in writing by the City Engineer. 8.7.04 Drainage Easements A. All drainage easements shall have, at a minimum, a 10-foot wide concrete flow line to be constructed with the street and alley paving improvements. B. Drainage easements shall not be used as alleys or garbage collection easements. 8.7.05 Mix Design A. Thirty (30) days prior to beginning any concrete construction the contractor shall submit the concrete mix design to the Engineer for approval. i. The following shall be submitted to the Engineer for review: a. Test certificates from an approved commercial testing laboratory on all proposed aggregate. (1) Certificates shall indicate material source, gradation, and loss from 5 cycle Magnesium Sulfate test not to exceed 25 percent. b. Mix design based on water -cement ratio. c. Results of compression tests in conformance with ASTM C 39 and/or flexural tests in conformance with ASTM C78, made by an approved commercial testing laboratory. (1) Tests shall be made on 6 cylinders and/or 6 beams at curing times appropriate to the class of concrete. ii. The Engineer will approve or reject the mix design and materials based on these submittals. iii. Mix design approval shall be subject to additional testing during construction. Section 8 91 Design Standards and Specifications } Streets and Drainage Check List B. Mix designs for various classes of concrete shall conform to the following: f"1 25 1-1-moe EN IM zr va A 5.0 0.40 — 0.60 5 B 5.5 0.40 — 0.60 5 C 6.0 0.35-0.45 3 D 4.5 0.40 — 0.60 5 E As Required forspecific cure time and strength. i. New mix designs shall be submitted annually, or when material properties or sources change. 8.7.06 Strength Requirements 1. A. The various classes of concrete shall conform to the following minimum strengths in pounds per square inch (psi) as determined by the average of two test cylinders or beams: A - 2100 3000 - B 2500 3000 - - C - 2500 3600 600 D - -1 2500 J - E 3000 psi at 24 hours B. When cores are subsequently used to prove compressive strength where test cylinders indicate failures, the cores shall be tested in accordance with ACI C42. l C. In such cases, the required compressive strength shall be increased by 10%. 8.7.07 Cement A. Cement shall be Type I, Type II, or Type I -II cements, conforming to ASTM C150 "Standard Specification for Portland Cement". B. The contractor shall notify the Engineer prior to any changes of the cement supplier or source during construction. The Engineer may require a new mix design if changes of supplier or source occur. 8.7.08 Aggregate A. Concrete aggregate shall consist of natural, washed and screened sand, and washed and screened gravel or clean crushed stone conforming to ASTM C33. B. All aggregate shall be free of injurious amounts of clay, soft or flaky materials, loam, organic impurities, or other deleterious materials. C. Fine aggregate shall be graded from fine to coarse and shall conform to ASTM C136. 92 Section 8 Design Standards and Specifications Streets and Drainage Check List i. The gradation for fine aggregate shall meet the following requirements: Retained on 3 8" Sieve 0 Retained on No. 4 Sieve 0-5 Retained on No. 16 Sieve 20-55 Retained on No. 30 Sieve 45-75 Retained on No. 50 Sieve 70-90 Retained on No. 100 Sieve 98-100 D. Coarse aggregates shall be well graded from coarse to fine with a maximum size of 1-1/2 inches, and shall conform to ASTM C136. i. The gradation for coarse aggregate shall meet the following requirements: Retained on 1-3/4" Sieve 0 Retained on 1-1 2" Sieve 0-5 Retained on 3 4" Sieve 10-40 Retained on 1/2" Sieve 40-75 Retained on No. 4 Sieve 95-100 E. Coarse aggregate for Class C or E concrete shall be crushed limestone (Brownwood type or equivalent). Crushed gravel will be allowed if on the TxDOT Quarterly Monitoring Program, or if specifically approved by the engineer. F. Aggregate Quality Requirements shall comply with the following requirements: 110 s Deleterious Material 2.0% Decantation 1.5% Flakiness Index 17 Magnesium Sulfate Soundness 25% G. Stockpiles shall be protected from dusty conditions by drift fences or other methods approved by the Engineer. i. Stockpiling methods used shall not allow aggregate to roll down the slope as it is added to existing stockpiles. ii. Stockpiles shall be built in layers of uniform thickness. iii. Equipment shall not be permitted to operate over the same lift repeatedly. 8.7.09 Flowable Fill A. Flowable fill shall consist of a concrete mixture of pea gravel and sand with a cement content of 1-1/2 sacks per cubic yard. B. Flowable fill may be used for backfill in all utility ditches within the right of way, and other areas as specified. C. Flowable fill used for repair of utility ditches in existing paved streets shall be placed from the top of the utility line to the bottom of the paving surface. Use of concrete in place of flowable fill is not acceptable, and if used in place of flowable fill shall be removed by the contractor at their expense. Section 8 93 Design Standards and Specifications Streets and Drainage Check List I- 8.7.10 Water A. Water shall be clean, clear, free from oil, acid or organic matter and free from injurious amounts of alkali, salts, or other chemicals and shall conform to AASHTO T26. 8.7.11 Admixtures A. Admixtures may be applied to the concrete mix design when approved by the Engineer to achieve any desired special properties. Chemical admixtures shall conform. to ASTM C494. Chemical admixtures shall not be used as a substitute for Cement. B. Mineral admixtures such as Class C Ash and Natural Pozzolans in conformance with ASTM C618 may be used with Types I, II, and III Portland Cement. C. When fly ash is permitted to be used, `cement" in relation to mix design shall be defined as "cement plus fly ash". i. Fly ash may constitute a maximum of 30 percent by weight of the cement. D. Add mixture for increasing and or decreasing air shall be a temporary solution while the batch plant makes adjustments. A maximum of three loads may be treated per plant per day. 8.7.12 Reinforcing Material A. All concrete shall incorporate reinforcement as follows: i. Curb and Gutter - None ii. Street Paving, Valley Gutters, and Drainage Channel — A minimum of #5 deformed steel bars 12 inches on center both ways or design approved in writing by the City Engineer. iii. Alley Paving - No. 6 deformed steel bars on both edges as indicated on detail sheets and either 6-inch x 6-inch - 6 gauge welded wire fabric or #4 deformed bars 12 inches on center both ways. iv. Alley Returns - #4 deformed steel bars 12 inch on centers both ways or 6-inch x 6-inch - 6 gauge welded wire fabric. v. Sidewalk, Driveways (other than commercial), and Wheelchair Ramps - Fiber reinforcement, or as required by the City of Lubbock Building Official, or design approved in writing by the City Engineer. vi. Commercial driveways, including pedestrian crossing area — #3 deformed steel bars through the gutter section as indicated on the detail sheets and either 6-inch x 6-inch — 6 gauge welded wire fabric or #4 deformed bards 12 inches on center both ways. B. Steel i. All steel reinforcing materials shall be securely held in proper position with devices appropriate to the type of reinforcement used, subject to approval by the Engineer. [ ii. Wire mesh shall conform to ASTM A185, and shall be 6-inch x 6-inch - 6 gauge welded wire fabric as specified. iii. Reinforcing bars shall be grade 60 (60 KSI), open-hearth, basic oxygen or electric furnace new billet steel manufactured in accordance with ASTM A615 and ASTM A305. a. Steel reinforcing materials shall be stored off the ground in a manner as to be protected from accumulations of grease, mud, other foreign matter and rust producing materials. b. When incorporated into construction, steel reinforcement shall be free from rust, scale, oil, mud, and structural defects. iv. Dowels for slip joints shall be smooth plain round bars free from burrs, rough surfaces, and deformations. Caps, sleeves, or wrapping shall be as indicated on plan sheets. 94 Section 8 t i 1 Design Standards and Specifications Streets and Drainage Check List v. Chairs shall be used to support the reinforcing steel in the correct position while concrete is being placed. Chairs shall be made of plastic (preferred) or steel, and shall be of adequate size to positively hold the reinforcing materials in position. C. Fiber a. Fiber reinforcement may not be used in place of steel reinforcement. b. Fiber reinforcement shall be either 100% virgin polypropylene, collated, fibrillated fibers specifically manufactured for use as concrete reinforcement, containing no reprocessed olefin materials, or steel fibers. c. The quantity of fiber reinforcement used shall be 1.5 pounds per cubic yard, or as recommended by the fiber manufacturer. d. The physical characteristics on the fiber shall be as follows: _. k Specific Gravity 0.91 Tensile Strength 70,000 psi to 110,000 psi Length 3 4 inch 8.7.13 Joints A. 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. i. 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. ii. Tooled contraction joints cut at least one quarter the concrete depth shall be placed at 10 foot intervals. B. Alley paving (Class B concrete) shall be constructed with an expansion joint at each cold joint and at a maximum spacing of 130 feet. i. Alley returns shall be poured monolithically with curb radii and fillets with joints as indicated in Standard Detail 36-7. ii. Tooled contraction joints, cut 1/2 inch wide 2 inch deep, shall be placed as shown on Standard Detail 36-11. iii. Alley paving contraction joints shall be sealed with an elastomeric sealer. iv. Expansion joints shall include bituminous pre -molded expansion joint board. C. Street Paving (Class C or E concrete) shall be constructed with contraction and expansion joints as indicated on plan and detail sheets. L Unless otherwise specified, the joints shall be sawed 1/2 inch wide and to depth equal to 1/4 of the pavement thickness plus one half inch. ii. Joints shall be saw cut within 12 hours of placement of the concrete paving. iii. Joints shall be sealed with an elastomeric sealer. iv. Joints shall be cleaned thoroughly with high pressure air prior to installation of any sealing materials. D. Valley gutters and fillets shall be constructed with tooled construction joints. i. Joints shall be sealed with an elastomeric sealer. ii. Joints shall be cleaned thoroughly with high pressure air prior to installation of any sealing materials. Section 8 95 Design Standards and Specifications Streets and Drainage Check List ril�` E. Joint Sealing Materials i. Bituminous pre -molded expansion joint board material shall conform to ASTM D1751 and shall be placed as indicated on plan sheets or in these specifications. a. Expansion joint material shall be placed full depth of the concrete slab. ii. Elastomeric sealant for contraction joints shall be, or shall be equivalent to, W.R.Meadows "SOF-SEAL", W.R. Meadows #158 cold applied, or "GARDOX" as required by plan sheets. a. Hot poured sealant for joints between Portland cement concrete and Bituminous concrete shall conform to ASTM D3405. b. Hot poured joint sealant for all other joints in Portland cement concrete pavement shall conform to ASTM D3406. c. Cold poured joint sealant shall conform to ASTM C920. iii. Elastomeric joint sealant shall be mixed and applied in accordance with the manufacturer's recommendations. a. Prior to application, joints shall be cleaned by sandblasting and otherwise prepared so that the sealant adheres to the surfaces to form an effective seal against moisture and solid particles. b. The sealant shall be a soft, highly flexible, rubber like material after curing which shall not track, flow, crack, or break when exposed to hot and cold temperature extremes typical of local conditions. iv. Backer rod used with elastomeric sealant shall be 25 percent greater in diameter than the joint width. It shall be made of polyethylene foam or other material as recommended by the sealant manufacturer. a. Compression of the backer rod material shall be approximately 25 percent shrinkage at 8 psi applied stress. b. The material shall not melt, shrink, evaporate, or absorb water, and shall be compatible with the application of the sealant to be used. 8.7.14 Curing Compounds A. All fresh concrete surfaces shall be completely painted with a liquid membrane forming curing compound at a rate of one gallon per every 180 square feet. Its application shall conform to DMS - 4650 and TOOT Item "Concrete Structures - Curing Materials". i. Fresh concrete is defined as less than 10 minutes after finishing B. No other methods of moisture retention on fresh concrete shall be used unless specifically approved by the Engineer. 8.7.15 Forms A. Forms for curb and gutter, paving, and flatwork may be of wood or metal, of a section satisfactory to the Engineer, straight, free of warp, and of a depth equal to the depth of the concrete section formed. B. Forms shall be constructed accurately to the line and grade as established in the field, shall be 1.. adequately braced so that they will not move during the placing of the concrete, and shall remain in place at least 12 hours after placing of the concrete. C. Forms shall be treated with a light oil or release agent before each use, and forms which are to be re -used shall be cleaned immediately after each use and maintained in good condition. D. Curb forms shall be such that the face of the cur n be formed b use a or held in b can y e of face form e i place by steel templates. I 96 Section 8 P Design Standards and Specifications Streets and Drainage Check List E. Forms used for curb radii shall meet all of the above specifications, except that face forms on curb radii may be omitted if a true section and an accurate flow line can be obtained by other methods approved by the Engineer. F. In no case will concrete placement be started without the approval of the Engineer. G. No forms shall be placed until the subgrade is within one inch of its finished grade. H. Forms for paving slabs may be used as a guide for screeding. I. Where longitudinal construction joints are required, the form shall be so constructed as to provide an approved load transfer mechanism in the face. 8.7.16 Placing and Finishing Concrete A. Placing of concrete shall not start before sunrise, and shall stop one hour before sunset. i. Concrete shall be placed as close to its proper location as practical. ii. Sufficient concrete shall be placed to allow for shrinkage and extra material for finishing. iii. The concrete shall be floated and troweled to the approximate section. iv. When water is needed for finishing purposes it must be dispensed by a pressurized canister with a misting nozzle. B. Removal of face forms and finishing of curb and gutter shall be started only after a partial set occurs. i. Only construction approved forms, templates, and tools shall be used to form the cross -sections indicated on plan or detail sheets. C. Concrete shall not be placed when the ambient temperature is below 40 degrees F or if sustained winds are 25 mph or higher as determined by the Texas Tech University Mesonet sites in Lubbock. If the sustained winds exceed the 25 miles per hour all placement operations will cease immediately. i. Concrete shall not be placed on frozen subgrade. ii. The contractor shall have available sufficient covering material, approved by the Engineer, to immediately protect concrete should the air temperature fall below 33 degrees F. This protection and forms shall remain in place as long as the temperature continues below 32 degrees, to a maximum of 5 days. iii. No salt or other chemical admixtures shall be added to the concrete to prevent freezing. D. All concrete placed for pavement shall be consolidated by use of mechanical vibrators approved by the Engineer and designed to vibrate the concrete internally. i. Vibrators shall be operated in a manner not to interfere with joints, and shall not come in contact with forms. ii. Vibrators shall not be used to move concrete within the forms. E. The surface of concrete street paving shall incorporate a tined finish. F. All other concrete surfaces shall be completed with a light broom finish. G. When forms are used for concrete paving the forms must stay in place for a minimum of 12 hours. H. No equipment shall be placed on concrete until it has reached 75% of the specified 28 day compressive strength. I. Finished concrete surfaces shall not have irregularities in excess of 1/8 inch when tested with ` a 10 foot straightedge using the TxDOT Item 585 Surface Test Type A. (( Section 8 97 P V_. i Design Standards and Specifications Streets and Drainage Check List J. Prior to acceptance, the Contractor shall apply sufficient water to all gutters and paving to determine locations of ponding. L Ponded areas deeper than 1/8 inch shall be removed and replaced, or rectified as directed by the Engineer. K. Where the surface of T-1 or T-2 thoroughfare paving is noticeably uneven, the City may require measurement of the ride quality using the TxDOT Surface Test Type B. L If the International Roughness Index (IRI) is determined to exceed 65 inches per mile corrective action shall be performed by diamond grinding, or other methods acceptable to the Engineer. ii. If the IRI exceeds 95 inches per mile the pavement shall be removed and replaced. L. Any concrete construction damaged by equipment, tools, vandals, or other influences shall be replaced at the contractor's own expense. 8.7.17 Tolerance in Elevation and Grade A. Curb and gutter or other concrete surfaces shall be constructed to the elevations and grades as indicated on plan sheets. Deviation from elevations indicated on plans resulting in a longitudinal slope of less than 0.15%, will be considered to be deficient, and shall be removed and replaced at the correct elevations as indicated on the plans, unless curb and gutter surfaces drain with flood testing and approved in writing by the City Engineer or designated staff. 8.7.18 Concrete Alley Paving Cuts A. Refer to Standard Detail 37-2. B. Transverse Cuts r i. Minimum width between transverse joints shall be 4 feet. ii. No more than 2 transverse joints shall be added between existing 13 foot tooled joints. iii. Transverse joints shall be doweled 6 inches into existing pavement with #5 dowel bars at 3 foot spacing. When installed at expansion joints, slip dowels shall be used. 3 C. Longitudinal Cuts i. Longitudinal cuts along the edge of existing alley pavement shall be a minimum width of 3 feet. ii. Maximum width of longitudinal cuts shall be 4 feet. iii. Longitudinal cuts wider than 4 feet, regardless of location, shall replace the full width of existing alley paving. iv. Longitudinal joints shall be doweled 6 inches into existing pavement with #5 dowel bars at 3 foot spacing. D. Potholing for Locating Existing Utilities i. Pavement cuts for potholing purposes shall be circular cored holes or clean square cutouts. a. Cored holes in asphalt pavement shall be filled with cold -mix asphalt to match the depth of existing pavement. b. Cored holes in concrete pavement shall be filled with concrete to match the depth of existing pavement. c. Cutouts shall be repaired as specified in these specifications. 98 Section 8 } i_ Design Standards and Specifications Streets and Drainage Check List 8.8 Subgrade and Base 8.8.01 Subgrade A. Subgrade material for concrete or asphalt construction shall consist of suitable native soil or off -site soil, free from vegetation or other objectionable matter. B. All unstable or objectionable material shall be removed from the subgrade and replaced with approved material. C. Subgrade material shall be suitable for forming a stable embankment and shall meet the following requirements: 11104teraE Liquid Limit Max 45 Plasticity Index Min 5• Max 20 Linear Shrinkage Min 2• Max 10 I. Subgrade material which does not meet the above requirements may be conditioned by blending with lime, sand or caliche screenings. The conditioning shall produce a uniform subgrade material which meets all of these specified subgrade requirements. D. Subgrade Construction I. All testing of subgrade will be completed prior to any placement of curb and gutter. Subgrade will be processed the entire width of the roadway including under the curb and gutter section. ii. Subgrade shall be prepared in conformance with the lines and grades shown on the plans, or as directed by the Engineer, by scarifying and compacting to a minimum of 95 percent of Modified Proctor Density at optimum moisture content, plus or minus 2 percent. III. Subgrade shall be constructed in maximum of 6 inch lifts, and each 6 inch lift tested for moisture and density. iv. Subgrade thickness shall be a minimum of 12 inches for all streets, regardless of street width or classification. v. The compaction method for subgrade shall provide for each lift to be compacted to the specified density using appropriate equipment. a. After each section of subgrade is complete, moisture/density testing will be performed by the City of Lubbock inspection staff. b. At any time the City Engineer may require proof rolling on streets or alleys with a 25 €- ton pneumatic roller, to test the uniformity of compaction. ` c. Rollers will be completely loaded with water or wet sand to ensure they meet the manufacturer's weight requirements. vi. All utility ditches shall be determined to be stable prior to construction of subgrade over such utility ditch. vii. Any fill placed within existing or proposed street right-of-way in execution of an approved cut and fill plan shall be in compliance with these specifications for materials and construction. a. Cut and fill operations shall comply with Chapter 38 of the City of Lubbock Code of Ordinances. viii. Subgrade which has become wet, or otherwise altered, after completion may be subject to retesting and reprocessing as determined by the Engineer. ix. Special care shall be exercised in grading street intersections where dips or valley gutters are located so that the cross profiles present a smooth riding surface, and so that the compacted subgrade thickness will not be less than specified above. Section 8 99 it Design Standards and Specifications '! Streets and Drainage Check List i a. Crown section shall begin transition at a distance equal to one-half of the lip -to -lip roadway width from concrete intersection or valley gutter, as indicated on Standard Detail 36-11. E. Rejected Subgrade Material i. Rejected subgrade material, either from the construction area or delivered to the job site, shall be dumped on the job site outside the area of construction, and remain there until all construction is completed. a. If it is determined that unapproved material has been incorporated into the construction, all in place material shall be considered unapproved and shall be removed. b. No payment will be made for rejected material or construction. 8.8.02 Flexible Base (Caliche) A. Material for flexible base shall consist of crushed caliche, limestone, and calcareous clay particles produced from oversize quarried aggregate, sized by crushing and produced from a naturally occurring single source. L All base material sources are subject to approval by the Engineer. ii. If material characteristics within an approved source change, the material shall be subject to retesting and re -approval prior to continued use. iii. The Contractor shall not change material sources without approval by the Engineer. B. Crushed concrete may be blended with quarried material only to the extent necessary to produce material in compliance with these specifications, to a maximum of 20 percent crushed concrete by weight. 4 i. Crushed concrete shall be produced from parent material consisting of structural Li strength concrete, such as City of Lubbock Class A, B, and C. ii. Lower strength materials, such as flowable fill, are not acceptable. iii. Crushed concrete shall be free of reinforcing steel and any objectionable material, and have a maximum of 1.5 percent deleterious material when tested in accordance with Tex-413-A. iv. When crushed concrete is used, the final product shall be entirely in compliance with the specifications for single source material. C. Recycled Asphalt Pavement (RAP) will not be approved for use in flexible base. D. Prior to construction the contractor shall build stockpiles of sufficient quantity of base material as required to complete the entire project or subdivision. i. Each stockpile shall be dedicated, and identified as to the project or subdivision it is for. ii. After a stockpile is completed the contractor shall not add material to that stockpile.__ iii. The contractor's methods, plant, and equipment are subject to approval by the Engineer, and shall be appropriate and in suitable condition to produce stockpiles in compliance with these specifications. 100 Section 8 } Design Standards and Specifications Streets and Drainage Check List E. Material Tests L Flexible base material shall conform to the following requirements: a. Sieve Analysis b. Atterberg Limits (1) Material passing the No. 40 Sieve shall be known as "Soil Binder" and shall meet the following requirements: WIN* Liquid Limit Max 35 Plasticity Index Min 3• Max 12 c. Wet Ball Mill (1) When tested in accordance with Tex-116-E (Wet Ball Mill) the base material shall have a value not to exceed 45. (2) The percent of material passing the #40 sieve shall not increase by more than 20 during the test. F. Flexible Base Construction i. Areas behind curbs shall be backfilled and leveled with approved topsoil prior to placing base material. ii. Approved flexible base material shall be hauled in vehicles of uniform capacity and dumped evenly along the project length for processing and compaction. iii. Flexible base thickness shall be a minimum of 6 inches. iv. Processing shall be accomplished in lifts of 6 inches compacted thickness. v. Each course shall be wetted and rolled with a pneumatic roller as required to produce a uniform compaction to a minimum of 95 percent of Modified Proctor Density with a moisture content of 2 percent above to 2 percent below optimum a. Densities will be taken by City of Lubbock inspection staff b. At any time the Engineer may require proof rolling with a 25 ton pneumatic roller to ensure uniform compaction of base. c. Processing for compaction of caliche base with a sheep's foot type roller will not be permitted. vi. The base shall be allowed to cure a minimum of 3 days, or until determined by the Engineer to be adequately cured, before placing prime or surface course. [ a. During the cure time the base shall be maintained by blading or other methods until L the wearing surface is placed. b. Windrow caliche shall not be removed until the base has passed finish inspection. c. Base which becomes wet, or otherwise altered, may be subject to retesting and -' reprocessing as determined by the Engineer. vii. The compacted flexible base shall be finished and shaped immediately preceding the application of the surface treatment L. Section 8 101 C, Design Standards and Specifications Streets and Drainage Check List a. All loose or unconsolidated material shall be removed and the surface moistened and rolled with a steel wheel roller. b. All irregularities, depressions, or weak spots which develop shall be corrected by scarifying, adding or removing material as required, reshaping, and recompacting, or other methods approved by the Engineer. viii. Special care shall be exercised in grading street intersections where dips or valley gutters are located so that the cross profiles present a smooth riding surface and so that 'the compacted base thickness will not be less than 6 inches, or thickness otherwise specified by the engineer. a. Crown section shall begin transition at a distance equal to one-half of the lip -to -lip roadway width from concrete intersection or valley gutter, as indicated on Standard Detail 36-11. ix. Any deviation in the surface of the finished base in excess of 3/8 inch from the established grade or true cross-section, using a 10 foot long straight edge, shall be corrected as provided above. x. The compaction method for flexible base shall provide for each lift to be compacted to the specified density using appropriate equipment. xi. After each section of flexbase is complete, moisture/density testing will be performed by the City of Lubbock inspection staff. a. All irregularities, depressions, weak or soft spots which develop shall be corrected immediately by the contractor. G. Rejected Flexible Base Material i. Rejected material, either from the construction area or delivered to the job site, shall be dumped on the job site outside the area of construction, and remain there until all construction is completed. ii. If it is determined that unapproved material has been incorporated into the construction, all in place material shall be considered unapproved and shall be removed. iii. No payment will be made for rejected material or construction. 8.8.03 Asphalt Stabilized Base (ASB) A. Asphalt stabilized base shall consist of a uniform mixture of mineral aggregate and asphalt cement mixed hot in a mixing plant in accordance with these specifications. i. Caliche is not an acceptable aggregate for ASB. B. The contractor's plant and equipment are subject to approval by the Engineer, and shall be -- appropriate and in suitable condition to produce the base material consistently in compliance with these specifications. C. In place compaction control is required for all ASB. i. Locations of Cores, when required, will be determined by City of Lubbock personnel and marked ii. The ASB will be cored by the City inspection staff to determine composition, compaction, thickness, and density. iii. The contractor shall replace the pavement removed from core holes at no cost to the City. iv. ASB found to be deficient in composition, compaction, thickness, or density shall be corrected at the contractor's expense as directed by the Engineer. 102 Section 8 c Design Standards and Specifications Streets and Drainage Check List D. ASB Mix Design i. The contractor shall submit an ASB mix design less than one year old, prepared by a qualified lab, in compliance with these specifications using approved materials indicating gradation and optimum asphalt content. ii. The aggregate mixture shall conform to the following master gradation: da Passing 1" Sieve 98-100 Passing 3 4" Sieve 84-98 Passing 3 8" Sieve 60-80 Passing No. 4 Sieve 40-60 Passing No. 8 Sieve 29-34 Passing No. 30 Sieve 13-28 Passing No. 50 Sieve 6-20 Passing No. 200 Sieve 2-7 a. Design produced Minimum VMA 13.0% b. Plant produced Minimum VMA 12.0% iii. Material passing the No. 40 sieve shall be known as "soil binder" and shall meet the following requirements: x F<. Liquid Limit Max 45 Plasticity Index Max 15 Linear Shrinkage Max 5 iv. The mineral aggregate shall not contain more than 0.5% moisture prior to entering the pug mill for mixing with asphalt. v. The mix design shall have optimum asphalt content determined in accordance with Tex-204-F, with a target lab molded density of 96.5 percent. vi. Asphalt content of the Job Mix Formula shall not vary during construction from the design by more than 0.3 percent. vii. Asphalt for the mixture shall be a Performance Grade (PG) 64-28, or better. viii. New mix designs must be submitted annually, or when material properties change. E. ASB Placement i. The ASB material shall be placed on the approved prepared surface using an approved lay down machine. ii. ASB thickness shall be a minimum of 9 Inches, or as required by the Engineer. iii. Asphalt Stabilized Base shall be placed and compacted in 3 inch lifts to form the specified thickness of compacted base, unless otherwise directed by the Engineer. a. Prior to placing ASB, the subgrade shall be prepared as previously specified. iv. The cross-section shall be constructed to form the specified crown on the ASB surface at the centerline of the street, or as indicated on the plans. v. ASB shall not be placed when the air temperature, as reported by the Texas Tech University Mesonet sites in Lubbock, less than 50 degrees F ambient or 60 degrees surface temperature. vi. ASB shall be placed at a temperature between 265 and 325 degrees F. vii. Any ASB material that is above or below the specified temperature range, measured fwhile passing through the lay down machine, shall be rejected by the Engineer. l_ I Section 8 103 l_� t Design Standards and Specifications j s Streets and Drainage Check List viii. The material shall be placed in such a manner that when properly compacted the finished course is smooth, of uniform density, and in conformance with the cross - sections and grades shown on the associated plans. ix. Special care shall be exercised in grading street intersections where dips or valley gutters are located so that the cross profiles present a smooth riding surface and so that the compacted base thickness is not less than 9 inches. a. Crown section shall begin transition at a distance equal to one-half of the lip -to -lip roadway width from concrete intersection or valley gutter, as indicated on Standard Detail 36-11. F. ASB Compaction i. ASB shall be compacted thoroughly and uniformly with approved rollers to a density between 93% and 98% of the maximum theoretical gravity, with a lab molded target of 96.5% using the Texas Gyratory compaction method. a. All results will be calculated using the maximum theoretical Rice gravity. ii. Compaction less than 93 percent or greater than 98 percent will be considered deficient. All deficient pavement shall be removed and replaced as determined by the Engineer at the contractor's expense. iii. ASB shall meet all compaction requirements at the time of inspection. Re -rolling is not an approved method for achieving compaction requirements. iv. Contractor shall set rolling patterns using a thin lift nuclear gauge in order to ensure maximum compaction. v. All roller marks shall be removed and compaction completed prior to the ASB mixture cooling below 185 degrees F. G. Rejected ASB Material i. Rejected ASB material, either from the construction area or delivered to the job site, shall be dumped on the job site outside the area of construction, and remain there until all construction is completed. ii. If it is determined that unapproved material has been incorporated into the construction, all in place material shall be considered unapproved and shall be removed. No payment will be made for rejected material or construction. 8.9 Hot Mix Asphalt Concrete Surface (H 8.9.01 Hot mix asphalt concrete surface shall consist of a uniform mixture of mineral aggregate (coarse aggregate, fine aggregate, mineral filler) and asphalt cement mixed hot in a mixing plant in accordance with these specifications. 8.9.02 The contractor's methods, plant, and equipment are subject to approval by the Engineer, and shall be appropriate and in suitable condition to produce the HMAC surface material consistently in compliance with these specifications. No RAP material will be allowed in HMAC. 8.9.03 Strip paving is a substandard, temporary improvement and does not satisfy the paving requirements of the platting process. Strip paving may be used only in special circumstances and must be approved by the City Council. If strip paving is used, the developer is still responsible for providing for the required permanent curb and gutter and paving. A. Unless otherwise specified, the materials and construction shall conform to TxDOT Item 340 - i Dense -Graded -Hot -Mix Asphalt (Method). 104 Section 8 s Design Standards and Specifications Streets and Drainage Check List B. Approval of the source and character of the materials shall be obtained from the Engineer prior to use. L The combined mineral aggregate, after final processing by the mixing plant and prior to addition of asphalt and mineral filler, shall have a sand equivalent value of not less than 45 when tested in accordance with Test Method Tex-203-F. ii. The percent of flat and elongated slivers of stone for any aggregate shall not exceed 25% when tested in accordance with Test Method Tex-224-F. iii. Asphaltic mixtures with aggregates which exhibit stripping characteristics shall be conditioned with either minimum 1% lime in accordance with DMS-6350, or liquid anti - stripping agent approved by the Engineer. a. Anti -stripping agents shall meet requirements of TXDCT Item 301 - Asphalt Anti - stripping Agents, and shall be added at the manufacturer's recommended dosage and temperature range. 8.9.04 A minimum of 2 cores per 600' block will be taken to determine thickness, and density of HMAC surfaces. A. Core locations will be marked and cored at random locations by City of Lubbock inspection staff. B. Cores will be taken in pairs and averaged to determine the percent air voids based on the theoretical maximum gravity. C. HMAC surface found to be deficient shall be corrected at the contractor's own expense as directed by the Engineer. D. The contractor shall replace the pavement removed from core holes immediately after testing at no cost to the City. 8.9.05 Thickness of HMAC Surfaces A. HMAC thickness shall be a minimum of 2 inches, or as indicated on the plans. i. No tolerance on minimum thickness will be allowed. B. If a core shows less than the specified minimum thickness, prior to being trimmed, the HMAC surface shall be considered deficient with respect to thickness, and the deficiency shall be rectified by removal and replacement at the specified thickness. i. Additional cores will be taken at 25 foot spacing to define the limits of deficiency. C. No additional compensation will be made to the contractor for thickness of HMAC surface greater than specified. 8.9.06 HMAC Mix Design A. The contractor shall provide a current HMAC mix design using the approved materials, indicating gradation and optimum asphalt content as determined by Test Method Tex-204-F. i. The mix design shall have a lab molded density of 96.5 percent using the Texas Gyratory compaction method. ii. New designs shall be submitted annually, or when material properties change. iii. The aggregate mixture shall conform to the following master gradation: a. Type "C" Coarse Graded Surface Course — Curb and gutter street widths greater than 36 feet: Section 8 105 Design Standards and Specifications Streets and Drainage Check List 6 Passing 3 4" Sieve 95-100 Passing 3 8" Sieve 70-85 Passing No. 4 Sieve 43-63 Passinq No. 8 Sieve 32-44 Passing No. 30 Sieve 14-28 Passing No. 50 Sieve 7-21 Passing No. 200 Sieve 2-7 (1) Design Produced Minimum VMA 14% (2) Plant Produced Minimum VMA 13% b. Type "D" Fine Graded Surface Course — Curb and gutter street widths of 36 feet or less and strip paved streets of any width: v v „f Passing 1 2" Sieve 98-100 Passing 3 8" Sieve 85-100 Passing No. 4 Sieve 50-70 Passing No. 8 Sieve 35-46 Passing No. 30 Sieve 15-29 Passing No. 50 Sieve 7-20 Passing No. 200 Sieve 2-7 (1) Design Produced Minimum VMA 15% (2) Plant Produced Minimum VMA 14% c. HMAC Type is in reference to the ultimate full width street, not half width. iv. Material passing the No. 40 sieve shall be known as "soil binder" and shall maximum linear shrinkage value of 5. v. Mineral aggregate shall not contain more than 0.5 percent moisture prior to entering the pugmill for mixing with asphalt. vi. HMAC mixture shall consist of a uniform mixture of mineral aggregate and asphalt material. vii. The contractor's materials and mix design shall meet all the performance criteria addressed in these specifications. B. Coarse Aggregate i. Coarse aggregate must be approved for use by the Engineer and must be on the TXDOT source rating catalog. ii. Coarse aggregate shall be the material retained on a No. 4 sieve, and shall consist of clean, washed, tough, durable fragments of crushed stone of uniform quality. a. Mixing or combining of crushed gravel and crushed stone will not be permitted. iii. Coarse aggregate shall be crushed to the extent that produces a minimum of 80% crushed faces for both Type "C" HMAC, and Type "D" HMAC, when tested in accordance with Test Method Tex-460-A Part I "Determination of Crushed Face Count". iv. Decantation shall be a maximum of 1.5 percent when tested in accordance with Tex- 217-F. v. Deleterious materials shall be a maximum of 2.0 percent when tested in accordance with Tex-217-F. 106 Section 8 ; Design Standards and Specifications Streets and Drainage Check List vi. Coarse aggregate shall have a maximum loss of 25% when subjected to 5 cycles of the Magnesium Sulfate Soundness Test ASTM C-88. vii. The amount of organic matter, clays, loams, or particles coated therewith, or other undesirable materials shall not exceed 1.5 percent. C. Fine Aggregate i. Fine aggregate shall be that part of the aggregate passing the No. 10 sieve and shall be of uniform quality throughout. ii. A maximum of 15 percent of the total virgin aggregate may be field sand or other crushed fine aggregate. iii. Sand which exhibits no variation in particle size shall be limited to a maximum of 7 percent of the total virgin aggregate. iv. Screenings shall be of the same or similar material as specified for coarse aggregate. v. Linear shrinkage shall be a maximum of 3 percent. vi. Mineral filler shall consist of thoroughly dry stone dust, slate dust, Portland cement or other material dust approved by the Engineer. a. The mineral filler shall be free of foreign and other injurious matter and shall meet the following gradation: :- 0.10. "11 - - - - - - - - - - - - Passing No. 8 Sieve 100 Passing No. 200 Sieve 55-100 D. Asphalt i. Asphalt shall be a Performance Graded (PG) 64-28, or better, unless otherwise shown on plans. ii. The contractor shall notify the Engineer of the source of asphaltic material for approval prior to production of the asphaltic mixture. a. The contractor shall notify the Engineer prior to any changes of the asphalt supplier or source. b. The Engineer may require a new mix design if changes of supplier or source occur. iii. Asphalt content shall not vary more than plus or minus 0.3 percent of design during production a. Asphalt content within that range is considered to be acceptable if no other defects are noted, with the requirement that adjustments shall be made during production to achieve the optimum asphalt content. b. If the asphalt content falls outside these parameters immediate action is required. c. If at any time the asphalt content varies to plus or minus 0.5 percent of optimum, production shall immediately cease and all affected material shall be removed. d. Production shall not be resumed until the contractor has provided sufficient evidence of the problem being corrected. e. A maximum of 20% RAP will be allowed within the surface course, as included in the submitted design. 8.9.07 HMAC Placement A. Prior to production beginning, contractor must submit in writing a job mix formula (]MF) for the mix design proposed to be run on that project. The )MF will be held to tolerances as outlined. B. Prime and Tack Coats Section 8 107 Design Standards and Specifications Streets and Drainage Check List i. Prior to placing HMAC on flexible base, the surface shall be primed and cured 48 hours or until determined by the Engineer to be adequately cured, using an application of 0.20 gallons of asphalt per square yard of surface. a. The contractor shall strap the asphalt distributor in the presence of the inspector to verify the application rate. ii. Before any asphaltic mixture is laid, the surfaces against which the pavement is to be placed shall be cleaned, primed, and tacked to the satisfaction of the Engineer. a. The surfaces shall be given a uniform application of tack coat using asphaltic materials of this specification. (1) Prime coat will not be used as a tack coat. b. The tack coat shall be evenly and thoroughly applied with an approved sprayer as directed by the Engineer. (1) Mopping or brooming of tack coat is not allowed, unless prior approval by City Inspection Staff. (2) Minimum thickness shall be no less than 2 mil. thickness. c. All contact surfaces of curb and gutter, structures, and joints shall be sprayed with a thin uniform tack coat. iii. The prime coat shall be MC 30, and shall be applied in accordance with TOOT Item 310 Prime Coat. iv. The tack coat shall be an asphalt material such as PG, AC-10. a. Asphalt materials cut with kerosene, diesel, or other petroleum solvent may not be used. C. HMAC Installation Requirements i. Pavement shall only be constructed on previously approved base. ii. HMAC surface shall not be placed until at least 48 hours after the application of the prime coat. iii. Placing of HMAC shall not start until 30 minutes after sunrise, and must stop and all equipment off the right of way 30 minutes prior to sunset. iv. Air temperature requirements for placing HMAC shall be as follows: a. November 1 to April 1 (1) HMAC shall not be placed when the air temperature is below 55 degrees F and falling. (2) HMAC may be placed when the air temperature is above 50 degrees F and rising. b. April 1 to November 1 (1) HMAC shall not be placed when the air temperature is below 50 degrees F and falling. (2) HMAC may be placed when the air temperature is above 45 degrees and rising. v. Surface of roadway must be 60 degrees or higher prior to placing HMAC pavement, as determined in the field. vi. Air temperature shall be determined by the Texas Tech University Mesonet sites in Lubbock. vii. HMAC shall be placed at a temperature between 265 and 325 degrees F. a. Any HMAC material that is above or below the specified temperature range, measured while passing through the lay down machine, shall be rejected by the Engineer. i viii. When high winds occur, contractor must provide a water truck in order to minimize blowing dust. 1 108 Section 8 Design Standards and Specifications Streets and Drainage Check List a. If the sustained winds reach 25 mph, all concrete and HMAC operations will cease production immediately. Iix. The asphaltic mixture shall be dumped and spread on the approved prepared surface using an approved spreading and finishing machine. a. The material shall be placed in such a manner that when properly compacted the finished course is smooth, of uniform density, and in conformance with the cross - sections and grades shown on the associated plans. b. Wings of the laydown machine may not be dumped unless they are dumped after everyload. l x. A level up course 1/2 inch to 1 inch in thickness shall require the use of Type D HMAC. A. A level up course greater than 1 inch shall require the use of ASB. xii. When the asphaltic mixture is placed in a small area where use of a finishing machine is not practical, the contractor may use other methods approved by the Engineer provided a satisfactory surface can be obtained. xiii. Adjacent to curbs gutters or other flush structures, the surface shall be finished uniformly high so that when compacted it will be 1/4 inch above the curb or other concrete surface. xiv. All joints shall present the same texture, density, and smoothness as other sections of the course. a. The joints between old and new pavements or between successive day's work shall (( be made to insure a continuous bond between the old and new sections of the 1 course. xv. The transverse edges of old pavement and, if required by the Engineer, the successive day's pavement shall be cut with an approved concrete saw to expose an even vertical [ surface for the full thickness of the course. xvi. All contact surfaces of previously constructed pavement shall be painted with a thin uniform coat of approved tack coat before the fresh mixture is placed. xvii.Special care shall be exercised in grading street intersections where dips or valley gutters are located so that the cross profiles present a smooth riding surface and so that the compacted asphalt thickness is not less than 2 inches. a. Crown section shall begin transition at a distance equal to one-half of the lip -to -lip roadway width from concrete intersection or valley gutter, as indicated on Standard Detail 36-11. D. HMAC Compaction i. HMAC surfaces shall be constructed to the following compacted thickness: f ` Type D 2.0 (I M�i 2.5 Type C 2.0 3.0 ii. Using appropriate rollers approved by the Engineer, the HMAC surface shall be compacted thoroughly and uniformly to a density between 93% and 98% of the theoretical maximum gravity, with a lab molded target of 96.5% using the Texas Gyratory compaction method. a. All results will be calculated using the maximum theoretical Rice gravity. iii. Compaction less than 93 percent or greater than 98 percent will be considered deficient. iv. All deficient HMAC shall be removed and replaced as determined by the Engineer at the contractor's expense. Section 8 109 Design Standards and Specifications Streets and Drainage Check List i l v. HMAC shall meet all compaction requirements at the time of inspection. Re -rolling is not an approved method for achieving compaction requirements. vi. The contractor shall set rolling patterns using a thin lift nuclear gauge in order to ensure correct compaction. vii. Gasoline, oil, grease, solvents, or other foreign matter shall not be permitted to fall on the pavement when rollers are in operation or standing. viii. Places inaccessible to the rollers may be compacted using lightly oiled tamps. ix. Trenches and other limited areas where required compaction cannot be obtained using a three wheel roller shall be compacted with a trench type roller. x. The surface of the pavement after compaction shall 'be smooth and true to the established line, grade, and cross-section. xi. Finished surfaces, including asphalt and concrete, shall not have irregularities in excess of 1/8 inch when tested with a 10 foot straightedge. xii. Prior to acceptance, the contractor shall apply sufficient water to all paving surfaces, asphalt and concrete, to determine location of ponding. a. Ponded areas deeper than 1/8 inch shall be removed and replaced, or rectified as directed by the Engineer. xiii. Where the surface of T-1 or T-2 thoroughfare paving is noticeably uneven the City may require measurement of the ride quality using the TxDOT Surface Test Type B. a. If the International Roughness Index (IRI) is determined to exceed 65 inches per mile corrective action shall be performed by diamond grinding, or other methods approved by the Engineer. b. If the IRI exceeds 95 inches per mile the pavement shall be removed and replaced. E. Emulsified Asphalt Sealer i. All HMAC surface courses shall be sprayed with an emulsified asphalt sealer consisting of a 15/85 mixture of CSS-1H, or 20/80 SS-1, liquid anionic asphalt and distilled water. ii. The emulsified asphalt sealer shall be applied after the HMAC surface has cooled to below 70 degrees F, and shall be applied at a rate of 0.10 to 0.12 gallons per square yard of surface. F. Release Agents i. Diesel shall not be used as a release agent. ii. Only approved agents (such as Black Magic or equivalent) will be used. iii. Diesel will not be permitted to be used on any tools or machinery that comes into contact with the HMAC. 8.9.08 Sampling of HMAC A. When sampling HMAC for testing purposes, the City of Lubbock representative will determine when the sample is taken and will split the sample with the contractor (at the contractor's request). B. A "referee" sample will be taken at the same time and held at the city laboratory until all test results are completed. C. If the contractor's results differ from the City's results the referee will be utilized and it will be run at an independent laboratory at the expense of the contractor, at which time all tests are final. D. If the contractor does not run quality control samples then no referee will be utilized and the City of Lubbock test results will be final. 110 Section 8 Design Standards and Specifications Streets and Drainage Check List 8.9.09 Rejected HMAC Material A. Rejected HMAC material, either from the construction area or delivered to the job site shall be dumped on the job site outside the area of construction, and remain there until all construction is completed. B. If it is determined that unapproved material has been incorporated into the construction, all in place material shall be considered unapproved and shall be removed. C. 'No payment will be made for rejected material or construction. 8.9.10 Islands In Streets A. Islands in streets require City Council approval. i. As a condition of approval, persons requesting approval of islands within a street shall be required to submit to the City Engineer a street pavement structural design that exceeds the minimum standard specifications for street paving. ii. In general that shall mean an approved reinforced concrete pavement design. iii. The paving design shall apply to all street paving adjacent to, and 50 feet beyond any proposed island. B. The submitted request shall include the proposed pavement design, surface treatment of the island, types of plant materials, and methods and details of irrigation systems. 8.10 Micro -Su 8.10.01 Micro -surfacing materials and construction shall conform to TOOT Specification Item # 350. There shall be no deviation from these specifications unless so directed by the Street Superintendent. 8.10.02 It shall be the responsibility of the Contractor to produce, transport, and place the micro - surfacing pavement and to ensure that the finished surface has a uniform texture and the micro -surfacing mat is fully adhered to the existing roadway surface. 8.10.03 Materials of Construction A. All materials that are to be stockpiled shall be protected from dust and other contamination. B. Mineral filler shall be stored in a manner that will keep it dry and free from contamination. C. All asphalt materials shall be kept free from contamination. D. Cationic Polymer -Modified Asphalt Emulsion i. Provide CSS-iP in accordance with TxDOT Item # 300.2.1) "Emulsified Asphalt". E. Aggregate i. Aggregate shall consist of clean, washed, tough, durable fragments of crushed stone of uniform quality and from a single source. ii. Aggregate shall meet TxDOT Class "A" surfacing classification. iii. Contractor shall include the amount of mineral filler added to the mix determining the total minus No. 200 sieve aggregate fraction. Section 8 ill Design Standards and Specifications Streets and Drainage Check List iv. Aggregate shall meet the following gradation requirements: Retained on 1 2" Sieve 0 Retained on 3 8" Sieve 0-1 Retained on No. 4 Sieve 6-14 Retained on No. 8 Sieve 35-55 Retained on No. 16 Sieve 54-75 Retained on No. 30 Sieve 65-85 Retained on No. 50 Sieve 75-90 Retained on No. 100 Sieve 82-93 Retained on No. 200 Sieve 85-95 v. Maximum Magnesium Sulfate Soundness shall be 30% (5 cycles) based upon TOOT Test Method Tex-411-A vi. Minimum Sand Equivalent shall be 70% based upon TxDOT Test Method Tex-203-F. F. Mineral Filler shall be free of lumps and foreign matter consisting of Type S Lime. G. Contractor shall adjust the mix design to attenuate the usage of Lime. H. Water shall be potable and free of harmful soluble salts. I. Use only approved additives as recommended by the emulsion manufacturer in the emulsion mix or in any of the component materials when necessary to adjust mix time in field. 8.10.04 Methods of Construction A. Equipment H i. Equipment shall be kept in good working conditions with no leaks. ii. Any equipment that shows signs of leaks shall be fixed immediately and shall not be used until such leaks are fixed. iii. The mixing machine shall be a self-propelled micro -surfacing mixing machine with self - loading devices to promote continuous laying operations. iv. Mixing machine shall have sufficient storage capacity for mixture materials with individual volume or weight controls that will proportion each material to be added to the mixture. v. Mixing machine shall have a water pressure system and nozzle -type spray bar immediately ahead of spreader box capable of spraying the roadway for the width of the spreader box. f--, vi. Scales used for weighing materials and emulsion must be calibrated and meet the requirements of TOOT Item # 520. vii. Electronic Monitoring System a. The micro -surfacing machine shall be equipped with an electronic monitoring system that consists of pulse sensors measuring material delivery rates, a radar gun to monitor distance traveled, and programmable micro -controller, and operators display/input board and an on -board printer. b. System shall be capable of monitoring and displaying application rates and use of aggregate, emulsion, fines, water and additives. c. System shall be capable of calculating and displaying ratios of emulsion to aggregate, fines to aggregate, additive to aggregate, water to aggregate, and application rate in pounds per square yard. 112 Section 8 Design Standards and Specifications Streets and Drainage Check List d. System shall be capable of printing a hard copy report on demand which displays the date, weight of aggregate, emulsion, fines, number of gallons of additive and gallons of water, and all of the above mentioned ratios since last reset. e. A computer -generated report providing statistics for the full work day shall be provided with each hand calculated daily run sheet. f. This system shall be accurate to within 1/2 of a percent of actual weights and measures for all parameters noted above. The system is not expected to calculate quantities and ratios for materials* used in handwork and cul-de-sac areas. B. Air temperature requirements for placing micro -surfacing pavement shall be as follows: L November 1 to April 1 a. Micro -surfacing shall not be placed when the air temperature is below 60 degrees F and falling. b. Micro -surfacing may be placed when the air temperature is above 50 degrees F and rising. ii. April 1 to November 1 a. Micro -surfacing shall not be placed when the air temperature is below 50 degrees F and falling. b. Micro -surfacing may be placed when the air temperature is above 50 degrees and rising. iii. Surface of roadway must be 60 degrees or higher prior to placing micro -surfacing pavement, as determined in the field. iv. Air temperature shall be determined by the Texas Tech University Mesonet sites in Lubbock, Texas. C. Placement of Micro -Surfacing L The existing roadway surface shall be thoroughly clean and free of all vegetation, loose aggregate, and soil. ii. Existing raised pavement markers and thermoplastic markings shall be thoroughly removed. iii. When existing roadway surface conditions require, provide a water spray immediately ahead of the spreader box. a. Apply water at a rate that dampens the entire surface without any free -flowing water ahead of the spreader box. iv. Micro -surfacing shall be spread uniformly at a rate of not less than 25 pounds per square yard and no more than 30 pounds per square yard, or as directed. v. The spreader box shall be kept clean to minimize lumps. vi. Set and maintain the skis on the spreader box as to prevent chatter in the finished mat. vii. Adjust the rear seal to provide the desired spread viii. Adjust the secondary strike -off to provide the desired surface texture. ix. The finished mat shall be protected from traffic until it has cured and traffic will not harm it. y x. Adjustments shall be made to the mixture to allow rolling traffic back on the surface in one hour. - xi. Locations with turning or stop -and -go traffic shall be protected for longer periods of time. l xii. Special care shall be taken by the Contractor to ensure that all manholes, water valves, and other surface structures are sufficiently protected from the micro -surfacing process by the use of a plastic membrane covering or other approved method. Section 8 113 I Design Standards and Specifications Streets and Drainage Check List xiii. The Contractor shall be responsible for uncovering each manhole, water valve, and other structure after the micro -surfacing pavement has been applied to the roadway surface. D. Rutting on Major Thoroughfares and Collector Streets i. Shallow ruts that are less than 1/2 inch in depth may be covered by a full width scratch box utilizing a steel primary strike -off plate. { - ii. Ruts that are between 1/2.inch and 1 inch in depth shall be filled independently with a . fixed width spreader box no more than 6 feet wide. The rut filling box shall have a steel primary strike -off plate that is the same width as the spreader box. L iii. Ruts that are in excess of 1 inch in depth shall be filled with a 5-foot wide rut filling spreader box specifically designed to fill wheel path ruts. This operation will require multiple placement passes to restore the pavement to its original cross section. Special care shall be used by the Contractor to ensure that the material has proper time to dry between applications to promote bonding between the original pavement and the micro -surfacing pavement. iv. Maximum micro -surfacing thickness applied as rut filling shall not exceed 1 inch for each pass required to restore pavement to the original profile. E. Asphalt Milling at Concrete Intersections i. All thoroughfares and collector streets which have concrete intersections or where concrete valley gutters intersect the street shall have the asphalt surface milled to such a depth as to allow a smooth transition between concrete and the completed micro - surfacing pavement. F. Scratch Course i. All "Scratch Course" applications shall be performed utilizing a steel primary strike -off plate. ii. This will allow the bottom, or "scratch course", to mitigate any irregularities and have a more uniform profile for the micro -surfacing pavement to be applied to. G. Finished Surface i. Micro -surfacing pavement finished grade shall be uniform in texture and free from excessive scratch marks, tears, and other surface irregularities. a. All such irregularities shall be repaired by the Contractor at their own expense. ii. Longitudinal joints shall be place on lane lines unless otherwise directed by the Engineer. iii. Joints shall be uniform in appearance when placed adjacent to existing joints. iv. Joints and edges shall be uniform and neat in appearance. v. All ruts, utility cuts, and depressions in the surface shall be filled in a separate pass from the final pass. 8.10.05 Hours of Operation A. Operating hours will be Monday through Saturday as outlined in Section 8.16 of these Specifications, unless otherwise directed by the Engineer. B. Hours of operation shall be: i. Major Thoroughfare: 7:00pm to 7:00am (Night) ii. Residential Areas: 7:00am to 7:00pm (Day) C. On major thoroughfares the micro -surfacing pavement shall be traffic ready by 7:00am, including all traffic control devices and barricades being removed from the roadway. 114 Section 8 Design Standards and Specifications Streets and Drainage Check List 8.11 Storm Sewer 8.11.01 Storm sewer shall include installation of pipe, manholes, inlet structures, outlet structures, and all appurtenances associated with these items. 8.11.02 Contractor shall use only materials, tools, methods, and equipment considered standard by the pipeline construction industry, and approved by the Engineer. 8.11.03 Grade and horizontal alignment shall be maintained using a laser or batter boards. 8.11.04 Materials of Construction A. Storm Sewer Pipe �._ i. As a standard, storm sewer shall be constructed using reinforced concrete pipe, either precast or cast in place. ii. Pipe shall conform to the requirements of AASHTO M170 or ASTM C76. Pipe shall be Class III unless otherwise noted on plan sheets. iii. Other pipe materials may be considered for approval by the Engineer based on engineering and design criteria. - B. Mortar i. Mortar shall be used for grouting and filling between pipe and drainage structures. ii. Mortar shall be composed of 1 part, by volume, of Portland cement and 2 parts of mortar sand. a. Portland cement shall conform to the requirements of ASTM C150, Type I. b. Sand shall conform to the requirements of ASTM C144. iii. Hydrated lime may be added to the mixture of sand and cement in an amount equal to 15% of the weight of cement used. a. Hydrated lime shall meet the requirements of ASTM C6. iv. Mortar which has not been used after 45 minutes of having water added shall be discarded. a. Mortar may not be retempered by having water added. C. Preformed Bituminous Gasket Joints i. Preformed bituminous gaskets for concrete non -pressure pipe shall conform to the requirements ASTM D994, and shall be Ram-Nek or approved equal. ii. Gaskets shall be installed in accordance with manufacturer's recommendations and shall form a water -tight joint. D. Manholes, Frames, and Covers i. Manhole barrel, cone and extension sections shall be constructed of precast concrete. ii. A plant inspection may be required for production facility inspection and to review record -keeping for material certification. M. The manufacturer must provide certification that all materials used for manufacturing meet with the following ASTM Specifications: ASTM C33 Aggregates ASTM C150 Cement ASTM C39 Sampling Specimens ASTM C185 Reinforcing ASTM C144 Sand and Mortar Section 8 115 Design Standards and Specifications Streets and Drainage Check List iv. Precast concrete sections for manholes shall conform to ASTM C478 specifications. a. Compressive strength test results must verify concrete strengths meet or exceed 4,000 psi. v. Joints, excepting grade rings, shall be tongue and groove or an equivalent male and female type joint as approved by the Engineer. a. Joints shall be effectively jointed to prevent leakage and infiltration. b. Connections between wall sections shall be joined with Conseal Joint Sealant or approved equal to provide a watertight manhole. (1) Sealant will be provided by supplier and will be considered an essential part of each shipment. vi. Cones and adjusting rings shall maintain a clear 30-inch opening. a. Adjusting rings shall be reinforced with the same percentage of steel as risers and tops and will also meet ASTM C478 specifications. b. Adjusting rings, as well as all precast concrete manhole products, shall be smooth, uniform in size and dimensions, consistent in components throughout and free of voids or honeycombs. vii. Manholes shall be designed to withstand H-20 AASHTO loading. viii. Manholes shall also have lifting holes that do not protrude through manhole wall. a. One full inch of concrete thickness must remain between lift hole and outside wall of manhole. ix. Manhole barrels shall be assembled of precast riser section. a. Riser sections and top cone sections shall be placed vertically with tongues and grooves properly keyed. x. Invert channels shall be smooth and semi -circular in shape conforming to the inside of the adjacent pipe section. a. Changes in direction of flow shall be made with a smooth curve of as large a radius as the size of the manhole will permit. b. Changes in size and grade of the channels shall be made gradually and evenly. c. Invert channels may be formed directly in the concrete of the manhole base or may be half -pipe laid in concrete. d. The floor of the manhole outside the channel shall be smooth and shall slope toward the channel not less than one inch per foot, nor more than two inches per foot. A. Connections between the riser or base sections and the sewer pipe shall be joined in such a manner as to make the manholes watertight. a. Preformed rubber waterstop gaskets cast into the riser or base section are acceptable. b. Preformed flexible plastic sealing compounds equivalent to "Ram-nek" or "Kent Seal" may be used provided a watertight seal is achieved. xii. Adjusting rings may be used for adjusting the top elevation of manholes. a. Each manhole shall have a minimum of 6 inches of grade adjustment. b. Total height of the adjusting rings shall not exceed 12 inches at any manhole. c. Concrete shall be placed around and under the rings to provide a seal and seat the ring at the proper elevation. xiii. Frames and Covers a. Manhole frames and covers shall be of good quality gray iron casting and conform to ASTM A48, having a clear opening of not less than 22 inches. b. The casting shall be designed with a full bearing ring so as to provide a continuous seat between frame and cover. 116 Section 8 Design Standards and Specifications Streets and Drainage Check List c. The cover shall be furnished with lifting ring cast into the cover in such manner as to prevent water leaking through. ' d. Frame and cover shall have a weight of not less than 275 pounds. e. The manhole ring and cover shall conform with Plate SS-2. 8.11.05 Methods of Construction A. All equipment necessary and required for the proper construction.of storm sewers, manholes and culverts shall be on the project, in first-class working condition, and approved by the Engineer before construction is permitted to start. B. If precast concrete pipe or manhole sections are used, the Contractor shall provide appropriate hoisting equipment to handle the pipe or sections while unloading and placing it in its final position without damage to the pipe. C. The Contractor shall provide hand tampers and pneumatic tampers to obtain the required compaction of the pipe bed, the manhole bed and the backfill, as specified. D. Excavation and Trenching i. The Contractor shall do all excavation to the depth shown on the plans. ii. Where rock, or soil containing rocks or gravel, hard pan or other unyielding foundation material is encountered in trench excavation, the pipe shall be bedded in accordance with the requirements of one of the classes of bedding, and the hard unyielding material shall be excavated below the elevation of the bottom of the pipe or pipe bell to a depth of at least 8 inches or 1/2 inch for each foot of fill over the top of the pipe, whichever is greater, but not more than three -fourths the nominal diameter of the pipe. a. The cushion shall consist of a fine compressive material, such as silty clay or loam, lightly compacted, and shaped as required for the specified class of bedding. b. The cost of furnishing and placing the cushion material shall be included in the bid price per linear foot of pipe in place. c. The bottom of the trench shall be excavated to a horizontal section as far as practicable. iii. Excavated material not required or acceptable for backfill shall be disposed of by the Contractor as directed by the Engineer. iv. Excavation shall not be carried below the required depth; but when it is, the trench shall be backfilled at the Contractor's expense with material approved by the Engineer and compacted to the density of the surrounding earth material as determined by AASHTO T180. v. When directed, unstable soil shall be removed for the full width of the trench and . k replaced with sand or with approved granular material. a. The Engineer shall determine the depth of removal of unstable soil and the amount of backfill necessary. vi. Backfill shall be compacted and shaped to a firm but slightly yielding condition to form the bed for the pipe. vii. Grades for pipe shall be as shown on the drawings. No changes in grade will be made unless so directed by the Engineer. viii. The minimum width of the trench at the top of the pipe, when placed, shall be a width which will permit the proper construction of joints and compaction of backfill around the pipe. ' ix. The sides of the trench shall be vertical, unless otherwise approved by the Engineer. Section 8 117 Design Standards and Specifications Streets and Drainage Check List x. The width of the trench shall provide adequate working room for installation, joining and proper compaction along both sides of the pipe. a. Trenches shall conform to the following dimensions, unless otherwise shown on the Plans: a.� W Less than 18" Pipe O.D. +12" Pipe O.D. +18" 18" thru 36" Pipe O.D. +18" Pipe O.D. +24" 37" thru 60" Pipe O.D. + 24" Pipe O.D. + 30" b. The width of the trench above the top of the pipe may be as wide as necessary for shoring, bracing or proper installation of the pipe. c. Excavation in paved areas shall be confined to a minimum practical width. A. The bed for pipe shall be so shaped that at least the lower quarter of the pipe circumference shall be in continuous contact with the bottom of the trench. xii. Manholes a. The excavation for manholes shall be essentially the same as that for the piping. b. The sides of the excavation shall be vertical unless otherwise approved by the Engineer. c. The Contractor shall do such trench bracing, sheathing or shoring necessary to perform and protect the excavation as required for safety and conformance to applicable laws and regulations. d. Bracing, sheathing, or shoring shall not be removed in one operation but shall be done in successive stages to prevent overloading of the pipe during backfilling operations. e. The cost of the bracing, sheathing, or shoring and the removal of same, shall be included in the unit price bid per foot for the pipe. xiii. Surface water shall be prevented from entering the excavation. xiv. Heavy equipment, except for excavating equipment, shall not be operated within 20 feet of the edge of the excavation. xv. Excavated materials shall be stockpiled no closer than 3 feet from the edge of the excavation. E. Pipe Installation C i. Contractor shall provide the appropriate tools and methods to insure installation of the { pipe to line and grade, as shown on the drawings. 1 ii. Contractor's method for lowering pipe into the trench shall be such that neither the pipe nor the trench will be damaged or disturbed. iii. The Engineer shall inspect all pipe before it is placed in the trench. iv. Any section that is damaged by handling or is defective to a degree which, in the opinion of the Engineer, will materially affect the function and service of the pipe shall 1 be rejected and removed from the job site. v. Installing pipe in the finished trench shall be started at the lowest point and laid upgrade. 4 I a. For tongue and groove pipe, the grooved end shall be laid upgrade. vi. The pipe shall be firmly and accurately installed to line and grade so that the invert will be smooth and uniform. i vii. The pipe shall be protected from water during placing and until the concrete, for cast - in -place pipe, or the mortar, for joints of precast or cast in place pipe, has thoroughly set. 1 118 Section 8 Design Standards and Specifications Streets and Drainage Check List a. The contractor shall provide temporary diversions as necessary to prevent surface water flow into the excavation. + viii. Pipe shall not be laid or installed on frozen ground. ix. Pipe which is not true in alignment, or which shows any change in grade after laying or installing, shall be taken up and re-laid or re -installed without additional compensation. x. Mortar shall be used for caulking and filling between the pipe and the drainage structures. xi. Mortar that is not used within 45 minutes after water has been added shall be discarded. a. Retempering of mortar shall not be permitted. xii. Pipe joints for precast concrete pipe shall be of the tongue and groove type. xiii. Joints shall be made water tight by means of a preformed bituminous gasket. a. Gaskets shall be installed as recommended by the pipe manufacturer. xiv. Field poured concrete bases shall be at least 12 inches thick and not less than 12 inches greater diameter than the outside diameter of the manhole riser section. xv. Concrete shall be Class A at a minimum 3000 psi 28 day compressive strength. xvi. Concrete placement shall conform to ACI and good construction practices. xvii.Concrete shall be consolidated and struck -off to a horizontal surface within the forms or pouring rings. xviii. Field poured concrete bases shall be reinforced as detailed on the Plans or as shown in the Standard Details. xix. Manholes shall be constructed to ASTM C-891 standards. xx. Precast reinforced concrete bases shall be of the size and shape detailed on the Plans or as shown in the Standard Details. F. Backfilling i. All trenches and excavations shall be backfilled as the pipes and manholes are installed, unless otherwise directed by the Engineer. ii. Outside of street right of way the backfill material shall be selected granular material from excavation or borrow; material which is placed at the sides of the pipe and manhole and 1 foot over the top shall be material which can be readily compacted. a. It shall not contain stones retained on a 2-inch sieve, frozen lumps, chunks of highly plastic clay, or any other material which is objectionable to the Engineer. b. The material shall be moistened or dried, if necessary, to be compacted by the method in use. c. Backfill material shall be approved by the Engineer. iii. The backfill shall be placed in loose layers not to exceed 6 inches in depth along each side of the pipe and manhole. a. Special care shall be taken to secure thorough compaction under the haunches and at the sides of the pipe and manhole. b. This backfill shall be brought up evenly on each side of the structure to an elevation of 1 foot over the top of the pipe, or such greater elevation as directed by the Engineer. c. Backfilling shall be done in a manner as to avoid injurious top or side pressures on the pipe and manhole. d. Backfill shall be compacted to minimum 95% Modified Proctor Density. Section 8 119 Design Standards and Specifications Streets and Drainage Check List iv. Unless otherwise directed by the Engineer or plans, excavation within street right of way shall be backfilled with flowable fill material (2-sacks of cement per cubic yard concrete mix) to 2 inches below the asphalt surface. a. The pipe shall be restrained so that during the pour the pipe shall not be displaced. v. Movement of construction machinery over a culvert, pipeline, or manhole shall be at the Contractor's risk. a. Any damaged construction shall be removed and replaced at the Contractor's own expense. 8.11.06 Trench Protection A. Trench excavations not exceeding five feet in depth shall be protected in accordance with applicable OSHA, state, and local requirements. B. Trench excavations greater than five feet in depth shall be protected in accordance with the following specifications. i. All work performed under this section shall also comply with OSHA Part 1926, Subpart P and all State and Local codes. ii. The Contractor shall be responsible for complying with all trench safety requirements, the requirements of the specifications, drawings and all applicable codes. iii. Trench protection shall be performed by forces having at least two years experience with similar types of trench safety systems. iv. The manufacturer of prefabricated items used in trench safety systems shall have at least two years of experience in fabricating the items. v. The contractor shall provide detailed drawings for proposed trench safety systems. a. The drawings shall identify where each system is proposed for use and type of system to be used. vi. Trench excavations shall not be started until trench safety systems have been submitted and approved by the Engineer. vii. If trench boxes are to be used, the contractor shall submit manufacturer's standard data sheet and certificate of compliance stating the maximum allowable depth for the given design pressure for each type of trench box proposed for use. viii. If alternative systems composed of steel, aluminum, wood or a combination of materials are proposed, the contractor shall submit design data demonstrating the ability of the proposed materials to provide the necessary trench protection. ix. Materials used for trench safety shall be capable of withstanding imposed loads without excessive deflections. x. Materials shall be clean, free of rust, holes, knots and other defects, and shall conform to the following: a. Steel — Steel shall be of type and thickness as required and shall have a minimum yield stress of 36 ksi. b. Aluminum —Type 6061-T6, thickness as required. c. Wood in Contact with Earth — Pressure treated woods. d. Wood not in Contact with Earth — Soft or hardwood as required. 8.12 Fences 8.12.01 Unless otherwise indicated on plans, existing fences which must be adjusted or relocated shall be reconstructed using the same or equivalent materials, height, and construction in the proper location. 120 Section 8 Design Standards and Specifications y Streets and Drainage Check List 8.12.02 The contractor shall remove existing fences and either store for reuse or legally dispose of the fence materials, as directed by the Engineer. 8.12.03 New fence construction shall be in accordance with specifications and details included on plan sheets. 8.13 Salvage of Asphalt Paving 8.13.01 All salvaged asphalt material shall be broken into pieces not more than 2 inch in size and stockpiled at a location indicated in the plans. 8.13.02 Any non -asphaltic materials, such as flexible base and soil, shall be kept separated from the salvaged asphalt. 8.14 Traffic Control 8.14.01 Prior to starting work on any project covered by these specifications, the contractor shall submit a Traffic Control Plan for approval by the Engineer. A. The contractor shall have the sole responsibility for providing, installing, moving, replacing, maintaining, cleaning, and removing upon completion of work, all traffic control devices. B. The Traffic Control Plan and devices shall be in compliance with the Texas Manual of Uniform Traffic Control Devices (MUTCD). 8.14.02 The Traffic Control Plan approved by the Engineer shall be considered the minimum requirement for the project. A. The contractor shall provide additional devices as determined to be necessary during the project. B. If at any time during construction the approved plan does not accomplish the intended purpose, due to weather or other conditions affecting the safe handling of traffic, the contractor shall immediately make necessary changes to correct the unsatisfactory conditions. 8.14.03 The contractor shall provide and maintain at least one driveway to each property open directly to the project corridor, at all times during construction. A. Driveway width to remain open shall be appropriate for the character and volume of traffic accessing the property, and shall require approval by the Engineer. B. No driveways shall be closed along the project corridor without either a comprehensive access management plan approved by the Engineer, or approval for individual closures from the Engineer. C. The contractor shall notify affected property owners a minimum of two (2) days in advance of any driveway restriction or closure. 8.14.04 All signing and barricading shall be in place before construction operations are started and during all times construction is in progress. A. All hazards shall be clearly marked and adequately protected. 8.14.05 If pedestrian walkways are blocked, pedestrian control shall conform to "Typical Sidewalk and Curb -Lane Closure for Pedestrian Control" as indicated in Texas MUTCD. 8.14.06 If traffic control is not specifically stated in the bid proposal, no separate payment will be made for traffic control. Section 8 121 Design Standards and Specifications Streets and Drainage Check List A. The required plan and devices shall be considered to be subsidiary to pay items. 8.14.07 During the period the Contractor is directing traffic over the base, the surface shall be satisfactorily maintained by the use of sprinkling and blading as required, so that no hazard will result. A. The base course shall be maintained until the wearing surface is placed thereon. B. At no time during the period of construction shall driveways and/or alleys be left impassable between the night hours of 6:00 PM to 6:00 AM, except during the construction of curb and gutter for which the driveways and/or alley's shall remain closed not more than 4 days. C. Contractor shall give a minimum of one (1) day advance notice of the work schedule to affected property owners, and shall conduct construction efforts so as not to create a disturbance or nuisance. 8.15 Prosecution of the Work and Working Days 8.15.01 As a standard, no work will be performed on weekends, nights, or holidays. A. Requests by the contractor to work evenings, weekends, or holidays must be made and processed in accordance with current City of Lubbock Administrative Policies and Procedures "Construction on Weekends, Nights, or Holidays". B. If the request is approved, the contractor shall be responsible for all City personnel costs associated with the work. C. If the Engineer determines that it is necessary and appropriate to work after dark or before daylight, the contractor shall provide adequate lighting as required to allow prosecution of the work equivalent to that in daylight hours. 8.15.02 Working Days Definition A. City contracted paving projects will be based on working days allowed. L No requests for extensions of time will be considered. B. A working day is defined as a calendar day, not including Saturdays, Sundays, or City of Lubbock designated holidays, in which weather or other conditions beyond control of the contractor will permit the performance of the principal unit of work for a continuous period of not less than 7 hours between 7:00 am and 6:00 pm. i. Work on Saturdays, Sundays, or City of Lubbock designated holidays must be i authorized by the Engineer. ii. For each Saturday, Sunday, or City of Lubbock designated holiday on which the Contractor chooses to work and has authorization from the Engineer to work, 1 day will i be charged against the contract working time. iii. Work on Sunday will not be authorized except in cases of extreme emergency, as determined by the Engineer. C. Working days will be considered to begin on the effective date stated in the Notice to Proceed, unless the contractor is unable to begin work on that date due to factors beyond their control as determined by the Engineer. i. In that event, time charged against the project will begin on the date the contractor could first work a minimum of 7 hours as described above. D. The Engineer will furnish the contractor a monthly statement showing the number of working days used and the working days remaining. i. The contractor shall be allowed 10 calendar days in which to protest the correctness of each statement. 122 Section 8 I- A Design Standards and Specifications Streets and Drainage Check List ii. The protest shall be in writing, addressed to the Engineer, and shall indicate basis of the protest. iii. The Engineer shall respond to the protest within 10 calendar days of receiving the protest. iv. Failure to file a protest within the allotted 10 days for any statement shall indicate the contractor's approval of the time charges as shown on that period's time statement, and future consideration of that time statement will not be permitted. 8.15.03 Work Between November 1 and January 2, and on Other City Holidays A. If conditions are such that, in the opinion of the Engineer, construction will negatively affect local businesses during holiday periods, the Engineer may suspend construction operations from November 1 to January 2. B. The City of Lubbock observes specific holidays, and City staff is not required to work those days. i. As standard procedure, construction operations that require testing/inspection may not be performed on those holidays. ii. If the contractor needs to perform construction operations that require City personnel on holidays, the contractor shall make a written request for authorization to work from the Engineer. iii. The request shall state the reason the work is necessary, and shall state that the contractor agrees to pay the City for the related personnel expenses including salary, overtime, and benefits. iv. If City personnel are available, the Engineer may approve the request. 8.16 Measurement and Payment 8.16.01 The unit price bid for all bid items shall include furnishing and installing all materials, excavation, filling, backfilling, reinforcement, forming, finishing, joint cutting, joint sealing, and all incidentals necessary to complete the work, except as otherwise specified, necessary or incidental to complete the various items of work in accordance with the plans and specifications. A. Cost of work or materials shown on the plans or called for in the specifications and for which no bid item is indicated shall be considered subsidiary to the various bid items. i. No separate payment shall be made for such subsidiary work or materials. B. Payment will not be made for any item that is not complete, including all associated incidental work. C. All of the items covered by these standard specifications may not be included in a particular project. D. Only those items indicated on bid documents and plan sheets shall be included for construction and payment. 8.16.02 Separate Curb and Gutter A. Measurement will be made of the linear feet of separate curb and gutter actually constructed. B. Separate curb and gutter will be paid for at the unit price bid per linear foot. C. The 24-inch curb and gutter shall be considered standard; The 30-inch curb and gutter shall be used only if specifically indicated on plans or bid documents. Section 8 123 Design Standards and Specifications Streets and Drainage Check List D. Curb on a slab that is part of a sidewalk, driveway, alley return, alley paving, valley gutter and fillets, drainage channel, or wheelchair ramp will be considered to be subsidiary to those items, and no separate payment will be made for such curb. 8.16.03 Concrete Flat Slabs - Sidewalk, Driveway, Alley Return, Alley Paving, and Valley Gutters and Fillets A. Measurement will be made of the area, in square feet, of flat slab actually constructed. B. Flat slabs will be paid for at the unit price bid per square foot for each specific type of slab. C. Curb on sidewalks, driveways, alley returns, alley paving and valley gutters and fillets shall be included in the area measured for the slab and will not be paid for as a separate item as curb and gutter. 8.16.04 Curb Ramps (Handicap Ramps) A. Measurement will be made of the area, in square feet, of curb ramp actually constructed, including surface treatments and top surface area of any curb above the slab. B. Landings, wings, and ramps will be paid for per square foot as 4 inch thick sidewalk. C. Curb ramps will be paid for at the unit price bid per square foot. No separate payment will be made for curb as part of a ramp. 8.16.05 Concrete Drainage Channel A. Measurement will be made of the area, in square feet, of drainage channel actually constructed, including top surface area of any curb above the slab. B. Drainage channel will be paid for at the unit price bid per square foot. 8.16.06 Retaining Walls A. Retaining wall will be considered as that portion of concrete construction which constitutes a separate reinforced structural member for soil retention, extending above and below a surface slab. B. Measurement will be made of the linear feet of retaining wall actually constructed. C. Retaining wall will be paid for at the unit price bid per linear foot. 8.16.07 Concrete Median T 1 A. Measurement will be made of the area, in square feet, of median actually constructed. B. Median will be paid for at the unit price bid per square foot. 8.16.08 Concrete Street Paving A. Measurement will be made of the area, in square yards, of concrete street paving actually constructed. B. Concrete street paving will be paid for at the unit price bid per square yard. 8.16.09 Sawing and Sealing of Joints in Concrete Street Paving A. Measurement will be made of the linear feet of sawed and sealed joints actually constructed. B. Sawing and sealing of joints will be paid for at the unit price bid per linear foot. 8.16.10 Curb and Gutter Removal i A. Measurement will be made of the linear feet of curb and gutter actually removed. l i 124 Section 8 i l.' Design Standards and Specifications Streets and Drainage Check List B. Payment will be made at the unit price bid per linear foot of curb and gutter removed. C. The contractor shall ensure that the Engineer has the opportunity to measure the linear feet of curb and gutter prior to removal. D. If curb and gutter is removed without measurement by the Engineer, no payment will be made for that removal. 8.16.11 Concrete Slab Removal and Disposal A. Measurement will be made of the area in square feet of concrete slab actually removed and legally disposed of. B. The contractor shall ensure that the Engineer has the opportunity to measure the area of concrete slab prior to removal. C. If concrete slab is removed without measurement by the Engineer, no payment will be made for that removal and disposal. D. Payment will be made at the unit price bid per square foot of concrete slab removed and disposed of. 8.16.12 1-1/2 Sack Flowable Fill A. Quantities of 1-1/2 sack flowable fill will be determined from tickets provided by the drivers of the delivery trucks. B. Payment will be made at the unit price bid per cubic yard of in place 1-1/2 sack flowable fill. 8.16.13 Asphalt Paving A. Measurement will be made of the area, in square yards, of asphalt paving actually constructed. B. The unit price bid shall include furnishing and installing all materials, subgrade preparation, construction of caliche or asphalt stabilized base as specified, excavation, filling, tack and prime coats, HMAC surface, emulsion seal, and all incidentals necessary to complete the work C. Payment will be made at the unit price bid per square yard of asphalt paving. 8.16.14 Asphalt Paving Repair A. Measurement will be made of the area, in square yards, of in place asphalt paving repair. B. The unit price bid shall include removal of existing surface materials, furnishing and placing all asphaltic materials, sawing of existing paving edges, smoothing and preparation of the existing base, tack and prime coats, compaction, and all incidentals necessary to complete the work. C. Payment will be made at the unit price bid per square yard of paving repair. 8.16.15 Micro -Surfacing A. Micro -surfacing will be measured by the ton of composite micro -surfacing mixture used, defined as the asphalt emulsion, aggregate, and mineral filler. B. The unit price bid shall include surface preparation, furnishing, hauling, preparing, and placing materials, and all required equipment, labor, tools and incidentals necessary to complete the work. C. Payment will be made at the unit price per ton of composite micro -surfacing mixture used. Section 8 125 Design Standards and Specifications Streets and Drainage Check List 8.16.16 Excavation and Grading Outside Limits of Construction A. Volume of excavation or fill, in cubic yards, will be determined by average end area method. B. The unit price bid shall include all labor, equipment, and incidentals necessary to excavate or fill the site to the grades established by the Engineer. C. No separate payment will be made for disposing of excess material. D. Payment will be made at the unit price bid per cubic yard of completed excavation or fill. 8.16.17 Ditch Grading and Unpaved Street Surface Grading A. Measurement will be made of the linear feet of ditch or street grading. B. No separate payment will be made for disposing of excess material. C. Payment will be made at the unit price bid per linear foot of completed ditch or street grading. 8.16.18 Traffic Control A. Set up and maintenance of traffic control plans indicated as a bid item in the contract will be paid for on a per day basis for each day the control plan devices are required to be in place. B. If no bid item for traffic control is included in the contract it shall be considered to be subsidiary to bid items, and no separate payment shall be made for traffic control. 8.16.19 Mobilization A. Contractor mobilization indicated as a bid item in the contract shall be paid for as a lump sum. B. If no separate bid item for mobilization is included in the contract it shall be considered subsidiary to contract bid items, and no separate payment shall be made for mobilization. 8.17 Restoration and Clean Up 8.17.01 After any construction covered by these specifications is completed, the Contractor shall remove all equipment, surplus materials, and rubbish from the site. 8.17.02 The contractor shall restore all disturbed areas to their original condition satisfactory to the d. Engineer, including sidewalks, driveways, curb or curb and gutter, sprinkler systems, and turf or landscaping disturbed outside the defined construction area. 8.18 Certificate of Completion and Warranty 8.18.01 Within 30 calendar days after the Developer or Developers Engineer has given written notice that the improvements have been substantially completed, the City shall inspect the completed improvements and provide a punch list if necessary. A. If it is mutually determined that the improvements have been constructed in accordance with the engineering plans and the City of Lubbock Public Works Engineering Minimum Design Standards and Specifications, the Developers Engineer shall submit Record Drawings, Certificate of Completion and Developers Warranty Statement (Copies of the Certificate of Completion and the Developers Warranty Statement are included in the City of Lubbock Public Works Engineering Minimum Design Standards and Specifications) B. Upon receipt of the Developers Certificate of Completion, Record Drawings and the Developers Warranty Statement, the City will accept improvements within 30 calendar days; unless exception is given in writing. 126 Section 8 Design Standards and Specifications * Streets and Drainage Check List C. Neither the Final Payment nor the Certificate of Completion shall relieve the Developer or f Contractor of responsibility related to warranty of materials or workmanship. ;. D. The Developer shall remedy any defects due to faulty materials or workmanship that appear within 2 years from the written Certificate of Completion. Section 8 127 Design Standards and Specifications Streets and Drainage Check List 128 Section 8 Design Standards and Specifications Streets and Drainage Check List SECTION 9 CHECK LIST FOR STREETS AND DRAINAGE CONSTRUCTION PLANS ' 9.1 Plan Submittal Requirements 9.1.01 All street and drainage improvements construction plans shall be checked for conformance with City of Lubbock Standard Specifications for Street and Drainage Construction prior to submittal to the Public Works Engineering Department. Approval of plans is for general conformance with the City of Lubbock Minimum Design Standards and Specifications. Approval of plans shall not relieve the Engineer or Developer from any City, State or other governing requirements nor for errors or omissions in the plans and specifications. 9.1.02 Plan Review . q A. The Design Engineer shall submit two sets of construction plans to the City Engineer for review and comment. B. Upon completion of review, one set shall be returned to the Design Engineer with comments. i. Plans requiring resubmittal may require payment of an additional Plan Review fee. C. After comments have been addressed and changes have been made, 2 full size and 6 half size sets of plans shall be provided for final approval for construction. L If additional approved plan sets are required by the Design Engineer, the appropriate amount shall be provided at this time. ii. If comments have not been addressed on plans submitted for final approval for construction the plans will be rejected and returned to the Design Engineer. D. Upon approval, stamped "Approved for Construction" plans shall be distributed as follows: i. One (1) full size set will be secured in the City's records. ii. One (1) full size and 6 half size sets will be distributed to the City's inspectors and support staff. iii. Where applicable, additional sets will be provided to the Design Engineer. E. Final construction plans should not be submitted for Public Works Engineering Department approval for work that will not be installed within 1 year of the approval date. i. Delays between approval date and construction may require resubmittal of the plans for review under current standards. 9.1.03 Construction Cost Estimate and Fees A. Two (2) sets of preliminary Cost Estimates shall be submitted for review at the time of plan review submittal. i. The preliminary Estimate shall be based upon reasonable estimates for the work as established by the Design Engineer. B. Two (2) sets of final Cost Estimates shall be submitted for review and reference at the time that a contract is awarded for the work. i. The final Cost Estimate shall be based upon actual contract values. C. Plan Review Fees in the amount of 0.5% of the final Estimate amount (minimum $50) shall be submitted prior to construction. D. Inspection and Testing Fees in the appropriate amount of the final Cost Estimate amount (minimum $125) shall be submitted prior to construction. Section 9 129 i Design Standards and Specifications Streets and Drainage Check List E. Inspection and Testing Fees shall be based on the following requirements: NO- Upto $20,000 4.0 0.04 20 001 - $25,000 3.75 0.0375 25 001 - $30,000 3.5 0.035 30 001 - $40,000 3.25 0.0325 40 001 - $50,000 3.0 0.03 50 001 - $75,000 2.5 0.025 75 001 - $150,000 2.0 0.02 Greater than $150,000 1.5 0.015 9.1.04 Construction Plans A. All plans to be used or kept on the job site shall be original or reproduced plan sets clearly marked "Approved for Construction" with the signature of reviewer and date approved by the Public Works Engineering Department. B. Should circumstances during construction warrant changes from the approved plans or specification, as determined by the City Inspector, a written approval must be obtained from the City Engineer. i. Copies of the written approval shall be attached to the construction plans and maintained on the job site. 9.1.05 Record Drawings A. The Design Engineer shall be responsible for recording constructed dimensions, grades, elevations and additional information on a set of Record Drawings during the progress of construction. i. The City of Lubbock Public Works Engineering Department shall monitor this process to assure that changes in construction are kept up to date on the Record Drawings. B. Reproducible Mylar "Record Drawings", certified by the Design Engineer and the City of Lubbock Public Works Engineering Department, shall be presented to the City within 30 days of completion of the construction. C. Where the construction is phased and a lapse of more than 60 days occurs between phases, then reproducible Mylar Record Drawings shall be presented to the City of Lubbock Public Works Engineering Department reflecting the completed construction prior to issuance of the Certificate of Acceptance of Streets and Drainage Improvements. 9.1.06 Acceptance A. Upon completion of construction, satisfactory tests, completion of punch list items, and submittal of Record Drawings, the Design Engineer shall submit a request to the City Engineer for a Certificate of Acceptance of Streets and Drainage Improvements. 130 Section 9 1 0 �.b Design Standards and Specifications Streets and Drainage Check List 9.2 Plan Details 9.2.01 Plan Format A. All drawings shall be no larger than 24-inch by 36-inch in size. 9.2.02 The following information shall be shown on the plans: A. General i. Title Block (lower right hand corner preferred) ii. Scale a. Horizontal 1"=20' or 1"=50' b. Vertical 1"=1' (preferred) or 1"=2' (maximum) iii. Original Date and Revision Dates iv. Name of Professional Engineer v. Professional Engineer's Seal vi. Firm Name and Contact Information vii. Legal Description of Property Being Improved viii. Drawings Number (s) ix. Statement: "All work shall be performed in accordance with the City of Lubbock Minimum Design Standards and Specifications." B. Plan i. Bench Marks and USGS Datum ii. North Arrow iii. ROW Lines, Property Lines and Lot Numbers iv. Street Names and Easements with Width Dimensions v. Existing Curbs and Paving (Gray) vi. Proposed Curbs and Paving (Bold) vii. Spot Elevations on Radii, Dips, Grade Breaks, and Ditches viii. Location and Direction of Dips ix. Other Pertinent Details (Buildings, Utilities, Water Courses, Etc.) C. Profile i. Existing Ground Surface at Curb Lines (Gray) ii. Existing Gutters or Flow Lines (Gray) iii. Proposed Gutters or Flow Lines (Bold) iv. Stationing with Profiles Indexed to Plan View v. Intermediate Station Numbers and Elevations at Points of Grade Change and Radii vi. Ditch Grades vii. Existing and Proposed Utilities Where Crossed D. Detail Sheet - As Required E. Overall Layout Sheet — As Required i. Scale 1 "=100' ii. Lot Lines iii. Streets and Street Names Section 9 131 FINISHED GRADE SURFACE ED) NOTES: 1. BEDDING, EMBEDMENT, AND BACKFILL SHALL BE CAREFULLY PLACED MATERIAL AS SPECIFIED IN THESE SPECIFICATIONS. 3. BACKFILL REQUIREMENTS SHALL COMPLY WITH CURRENT CITY OF LUBBOCK STREETS ORDINANCE. REVISED TRENCH CROSS -SECTIONS City of DEC. 2012 SHOWING TERMINOLOGY tLubbockDRAWING NUMBER TEXAS G_2 Design Standards and Specifications t Construction Details 10.2 Water Details Section 10 135 FINISHED GRADE SURFACE NOTES: 1. BEDDING, EMBEDMENT, AND BACKFILL SHALL BE CAREFULLY PLACED MATERIAL AS SPECIFIED IN THESE SPECIFICATIONS. 2. BACKFILL REQUIREMENTS SHALL COMPLY WITH CURRENT CITY OF LUBBOCK STREETS ORDINANCE. WATER LINE TRENCH DETAIL 4 !too, City Of Lubbock TEXAS REVISED DEC. 2012 DRAWING NUMBER W-1 CONCRET THRUST BLOCK THRUST BLOCK SIZING CHART DIA. INCHES TEES CROSS & PLUGS CF 4 3 6 6 8 15 10 27 12 37 16 53 18 64 20 77 24 104 30 149 CAP OR PLUG ON PRESSURE SIDE CONCRETE j THRUST—__,-__ n __ BLOCK ANCHORAGE FOR CROSS ANCHORAGE FOR PLUG N.T.S. N.T.S. REMOVE PIPE SECTION, TRIM AND REPLACE FOLLOWING INSTALLATION METAL OF PLUGS PLATE LINE TO BE — -- LINE TO REMAIN ABANDONED IN SERVICE CONCRETE BLOCKING PLUG W/EARS TYPICAL 2,500 PSI CONCRETE CUT & PLUG N.T.S. CONCRETE THRUST } BLOCK ; I _ TEE I ANCHORAGE FOR TEE N.T.S. THRUST BLOCK SIZING CHART DIA. INCHES TEES CROSS & PLUGS CF 4 3 6 6 8 15 10 27 12 37 16 53 18 64 20 77 24 104 30 149 CONCRETE THRUST BLOCKING THRUST BLOCK SIZING CHART DIA, INCHES TEES CROSS & PLUGS CF 4 3 6 6 8 15 SO 27 12 37 16 53 18 64 20 77 24 104 30 149 NOTES: THRUST BLOCK SIZING CHART TEES CROSS & PLUGS CF 3 I 6 15 27 37 53 18 64 20 77 24 104 30 149 1. FOR BLIND TEE INSTALL ONE JOINT OF PIPE WITH PLUG AND TREAT AS A DEAD END LINE. 2. BEARING SURFACES SHALL BE AGAINST UNDISTURBED GROUND. 3. CONCRETE BLOCKING SHALL BE TYPICAL 2,500 PSI CONCRETE. 4. DUCTILE IRON FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE FOR THRUST BLOCKING. SIZE ACCORDING TO AWWA & PIPE MANUFACTURER SPECIFICATIONS City of Lubb C 4 TEXAS REVISED DEC. 2012 DRAWING NUMBER W_2 THRUST BLOCK THRUST BLOCK SIZING CHART SIZING CHART DIA 1.250 DIA. 22.50 INCHES CF INCHES CF 4 1 4 1 6 1 6 1 8 1 CONCRETE 8 2 CONCRETE 10 2 THRUST 10 3 THRUST 12 3 • _.�r 12 8 BLOCK 16 q BLOCK 16 11 — -- 18 4 18 13 20 5tt ; _ 20 16 11.250 BEND - 24 7 22.5° BEND 24 21 30 10 30 30 ANCHORAGE FOR A 11.25° BEND ANCHORAGE FOR A 22.5° BEND N.T.S. N.T.S. THRUST BLOCK THRUST BLOCK SONG CHART SIZING CHART DIA 0 DLAL goo INCHES CF CONCRETE INCHES CF 4 1 _ THRUST 4 2 6 2 BLOCK 6 4 4 8 9 r CONCRETE 10 7 10 17 THRUST 12 15 12 27 - —- BLOCK 16 21 16 38 ~ 18 25 "'" ' 18 46 45°BEND 20 30 - 20 55 24 40 90° BEND 24 74 30 58 30 106 ANCHORAGE FOR A 45° BEND ANCHORAGE FOR A 90° BEND N.T.5. N.T.S. CONCRETE THRUST BLOCK z r NO. 3 BARS EACH WAY VERTICAL BEND N.T.S. CONCRETE THRUST BLOCKING NOTES: 1. BEARING SURFACES SHALL BE AGAINST UNDISTURBED GROUND. 2. CONCRETE BLOCKING SHALL BE TYPICAL 2,500 PSI CONCRETE. 3. DUCTILE IRON FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE FOR THRUST BLOCKING. SIZE ACCORDING TO AWWA & PIPE MANUFACTURER SPECIFICATIONS * 604600- City of Lubbock TEXAS REVISED DEC. 2012 DRAWING NUMBER W-3 TOP OF METER BOX 0"-2" ABOVE GROUND LEVEL I CARSON INDUSTRIES MODEL 2200 2" 1 14 " PLASTIC KEY OPERATED DALLAS LOCK NOTES: 1. THE METER & CUSTOMER SERVICE DEPARTMENT OF WATER UTILITIES IS RESPONSIBLE FOR ESTABLISHING THE STANDARD AS INDICATED ON THIS DRAWING. 2. ALL WATER METER BOXES ARE TO BE SET NO LOWER THAN THE SURROUNDING TERRAIN. THE RECOMMENDED GRADE IS TO SET THE TOP OF THE WATER METER BOX NO HIGHER THAN TWO INCHES ABOVE GROUND LEVEL. THIS PREVENTS THE METER BOX FROM BEING COVERED UP AND STOPS DIRT AND RAIN FROM ENTERING THE BOX. 3. THE METER IN THE BOX SHOULD BE NO LOWER THAN 16 INCHES FROM THE BOTTOM OF THE METER BOX LID TO THE TOP OF THE WATER METER LID. THIS ALLOWS PROPER READING OF THE METER AND PREVENTS THE METER AND CURB STOPS FROM FREEZING DURING COLD WEATHER. 12 3/16 "O.D. 11 1/16 "DIA. REVISED TYPICAL NON -TRAFFIC LAI City of DEC. 2012 RATED METER BOX LUbb O Ck DRAWING NUMBER 4 rfXAS W_4 TYPICAL 2,500 PSI CONCRETE THRUST BLOCK G 45° ` 450 TYPICAL TAPPING SLEEVE — f i EXISTING MAIN RETAINER GLANDS LIMIT OF WORK FOR TAP -IN TAPPING VALVE NOTES: 1. TAP SHALL BE HORIZONTAL TO MAIN. 2. TAPPING SLEEVE & VALVE SHALL BE AT LEAST ONE STANDARD SIZE SMALLER THAN MAIN TO BE TAPPED. 3. SERVICE TAPS ON EXISTING MAINS SHALL BE EXECUTED BY CITY FORCES. 4. MAIN LINE TAPS ON EXISTING MAINS SHALL BE EXECUTED IN ACCORDANCE WITH THE METHODS OF CONNECTIONS SECTION OF THESE SPECIFICATIONS. REVISED TYPICAL TAPPING city of DEC. 2012 SLEEVE AND VALVE Lubb®&k DRAWING NUMBER TEXAS W-5 90' BEND METER BYPASS SERVICE LINE GATE VALVE TYPICAL VALVE BOX & COVER 90' BEND NOTE: 1. ALTERNATIVELY, METER BYPASS SERVICE LINE AND GATE VALVE CAN BE LOCATED INSIDE METER VAULT. TYPICAL LARGE City of DOMESTIC METER TAP Lubbock TEXAS REVISED DEC. 2012 DRAWING NUMBER W-6 TYPICAL FIRE HYDRANT TYPICAL VALVE BOX AND COVER WITH CONCRETE COLLAR PROPOSED FINISHED GRADE SURFA i 6" C-900 PVC RISER 4' MIN COVER 6" GATE WATER VALVE MAIN TYPICAL 2,500 PSI VALVE BLOCKING SOLE -PURPOSE FIRE HYDRANT LINE 6" OUTLET M.J. X FLG. OR ANCHOR TEE (OPTIONAL) WITH M.J. X M.J. VALVE NOTES: 1. IN SPACE BETWEEN CURB AND SIDEWALK, DIMENSION FROM BACK OF CURB OR EDGE OF PAVEMENT SHALL BE 6" MINIMUM AND 18" MAXIMUM. IN PUBLIC AREAS OR COMMERCIAL AREAS, OR WHERE SIDEWALK ABUTS CURB, DIMENSION FROM BACK OF CURB OR EDGE OF PAVEMENT SHALL BE T MINIMUM AND 6' MAXIMUM. FIRE HYDRANTS SHALL NOT BE PLACED WITHIN SIDEWALK AREAS. MAINTAIN 3' MINIMUM CLEARANCE TO ANY OBSTRUCTION. 2. 4" STEAMER NOZZLE SHALL FACE FIRE LANE OR STREET ACCESS 3. FIRE LINE PIPING SHALL BE SAME MATERIAL AS MAIN OR MINIMUM C900 PVC DR18 CLASS PIPE AND HAVE RESTRAINED JOINT FITTINGS FROM WATER MAIN TO FIRE HYDRANT. LENGTH SHALL NOT EXCEED 150'. 4. FOR BURY DEPTHS GREATER THAN 5', ONE BARREL EXTENSION NOT EXCEEDING TIN LENGTH SHALL BE INSTALLED DIRECTLY BELOW THE FIRE HYDRANT. 5. TYPICAL 1/2' ROCK PIPE EMBEDMENT MATERIAL SHALL BE PLACED AROUND THE BOTTOM OF THE HYDRANT FOR A RADIUS OF AT LEAST V AND EXTEND AT LEAST V ABOVE THE OUTLET. DO NOT BLOCK DRAIN HOLES. lVARIES BACK OF CURB OR 2o'�,Tc (SEE NOTE #1)EDGE OF PAVEMENT 18" 0.4' 1 ` CONC. CURB DO NOT BLOCK DRAIN TYPICAL 2,500 PSI CONCRETE THRUST BLOCK t / TYPICAL BLUE RAISED PAVEMENT MARKER PLACED AT CENTERLINE OF ROADWAY REVISED 04 TYPICAL FIRE HYDRANT * - City of 7 _ MAY 2014 UiRlb O t DRAWING NUMBER 4 TEXAS W_7 .1 TYPICAL VALVE BOX AND COVER FINISHED GRADE SURFACE z -t : -N0. 4=BAR! EACH WAY H.M.A.C. PAVEMENT CONCRETE COLLAR (NOT REQUIRED IN O CONCRETE PAVEMENT) M a °C 6" PVC C900 RISER PIPE TYPICAL i TYPICAL GATE VALVE TRACER WIRE _ _ _ -------------- --'-- --- WATER MAIN - -- I 6 � TYPICAL PIPE BEDDING & EMBEDMENT NOTES, 8" X 8" X 6" MIN. 2,500 PSI CONCRETE BLOCK UNDER BODY OF BURIED VALVES --j 2' SQUARE VALVE BOX AND COVER VALVE COVER SHALL BE STAMPED CONCRETE COLLAR "WATER VALVE" (NOT REQUIRED IN AWR CONCRETE PAVEMENT) VAI VF 1. TREAT EACH SIDE OF VALVE AS A DEAD END OF EQUAL SIZE. INSTALL THE CORRESPONDING LENGTH (FOR A DEAD END) OF FULLY RESTRAINED PIPE THE FULL DISTANCE ON EACH SIDE OF VALVE 2. CONCRETE SUPPORT CRADLE AND SUPPORT PAD SHALL BE 2,500 P.S.I. CONCRETE. 3. POLYWRAP BURIED GATE VALVES AND FITTINGS 4. TORQUE BOLTS PRIOR TO BACKFILL PER MANUFACTURERS RECOMENDATIONS 5. TOP OF VALVE NUT SHALL BE LESS THAN 6 FEET FROM FINISHED GRADE. IF MORE THAN 6 FEET, INSTALL EXTENSION SO THAT TOP OF NUT IS LESS THAN 6 FEET FROM FINISHED GRADE. 6. SET COVER OF VALVE BOX AND COLLAR 1/4" BELOW GRADE IN PAVEMENT OR SHOULDER, AND 2" ABOVE GRADE ELSEWHERE. BURIED VERTICAL GATE VALVE DETAIL Lubboof ck TEXAS NO. 4 BARS EACH WAY REVISED DEC. 2012 DRAWING NUMBER W-8 NO. 5 BARS ♦ 10" O.C. VERT. NO. 5 BARS 8" O.C. HORZ. TYPICAL MANHOLE FRAME AND COVER CENTERED OVER OPERATING NUT FINISHED GRADE FrIl V MIN. o c _ 3/4" CRUSHED o ROCK VARIES !_ 1 9" _ 1 TYPICAL 2,500 PSI — —� 1_1 j( j i 1="-1 ':f S I E I I--1 I �= CONCRETE I I -I i t--I I '• 4(-� HORIZANTAL GATE City 0f REVISED DEC. 2012 VALVE IN VAULT Lubbo&k DRAWING NUMBER TEXAS W_g LIP 3'-( ABOVE GRO 4" D.I. PIPE "GOOSENECK' WITH WIRE BUG SCREEN A\\\\\\V A\\U\U O.C. ! 1 1 i .ii ��Q■I� . Am 9111 I—{ 6' MIN. =� I REVISED AIR & VACUUM f City of DEC. 2012 RELIEF VALVES Lubbock DRAWING NVMBER TEXAS W_10 TYPICAL MANHOLE FRAME AND COVER FINISHED GRADE SURFACE GRADE RING, NON -SHRINK GROUT ADJUST TO STREET LEVEL =7-1 11--- pql F- Ell i Ji - ------ 1/2"EXPANSION L-Li7- JOINT El I E '- ME 2'-� I b F b 3/4" TYPICAL 2,500 PSI CRUSHED CONCRETE ROCK REVISED CONCRETE VALVE BOX City of DEC. 2012 Lubbo&k DRAWING NUMBER TENAS W-11 C66&Efg--, v 6Z'Ei CH WAY BUTTERFLY VALVE IN VAULT City of Lubbock REVISED DEC. 2012 DRAWING NUMBER W-12 { f� Design Standards and Specifications Construction Details 1, 10.3 Sewer Details Section 10 148 f 3 TYPICAL SANITARY SEWER MARKER (2X4 PAINTED GREEN) 11=1 11=1 I I=( 11=f11=1 I I ' 1=111=1 11=1 11-1 I E3I1=211 E. ` 1=1 I 1=111=111-111=1 I E I I-�� 1 � _I 11=1I1�1 I I+{ (1=1 11={ I I 11 � 1-1►'��1-1(1- ` --111=1 I I -I I Fl I �- 4" PLUG u� C7 4" RISER T7 O � 4" TEE SEWER MAIN FLOW TYPICAL SANITARY SEWER MARKER (2X4 PAINTED GREEN) =-11 Ell 11=1 I I-=111=111=1 11--1 11= -=1 11=1 11=1 I i=1 11=1 11=1 11=1 11=i I El 111=1 11=1 11=1II�- l I 1=1 ' I I 11=1 I11-' �"' 1 J I I II-1 I 111 I=1 11=1 I El 11=1 11. �-1 -1 I 1=1 11=1 11=1 -11 I " 11 I 1 El 1, 11 F � iI -- -` 11 .-1 11=1 11- =1 I I- =1 11--- ' ; W J 4" WYE & PLUG O SEWER MAIN 450 FLOW NOTES: 1. ALL TAPS MUST BE ABOVE SPRINGLINE OF SEWER MAIN. 2. NO SIZE -ON -SIZE TAPS. 3. SERVICE LATERALS SHALL BE BROUGHT TO THE PROPERTY AND PLUGED AT A DEPTH OF NO GREATER THAN 6' FROM FINISHED GRADE SURFACE, UNLESS REQUIRED TO BE DEEPER BASED ON DEVELOPMENT REQUIREMENTS. TYPICAL SEWER koo. REVISED DEC. 2012 SERVICE TAP LCityof Llib 1...� o &k 4 DRAWING NUMBER TEXAS 1 SS-1 A SUBSTITUTE "STORM" FOR STORM SEWER \\,/ APPLICATION P N I T A 21 3/4" ry 23 SECTION A -A V-1430 A PROD.NO. MO/DAY/YR ASTM A48 CL353 1 " RAISED LETTERING (RECESSED FLUSH) CUSTOM LOGO VEPIC p PICKBARS SECTION B-B NOTES: 1. SANITARY SEWER MANHOLE FRAME AND COVER I.D.: 4143009OA01 BOTTOM VIEW 2. STORM SEWER MANHOLE FRAME AND COVER I.D.: 41430091AOI REVISED TYPICAL City of MAY 2014 MANHOLE COVER Uibbock DRAWING NUMBER TEXAS SS-2 No Text STANDARD DIAMETER CAST IRON RING & COVER 30" PULLING IRONS CAST IN TRANSITION LID FOR LIFTING, TYP. OF 3 TYPICAL JOINT SEALANT EACH JOINT OF RISER & RING & COVER. MAXIMUM GRADE ADJUSTMENT 18" ELEVATION VIEW NOTES: 1. CONCRETE SHALL BE MINIMUM 4000 P.S.I. 2. REINFORCING SHALL BE MINIMUM GRADE 60. PRECAST CONCRETE ECCENTRIC CONE SECTIONAL VIEW City of 4" Lubbock TEXAS REVISED DEC. 2012 DRAWING NUMBER SS-4 TYPICAL MANHOLE FRAME AND COVER NON -SHRINK GROUT 30" 6i GRADE RINGS FOR GRADE ADJUSTMENT (MAX 18") ECCENTRIC CONE SECTION T / SEAL ALL JOINTS d - PER MANUFACTURER REQUIREMENTS y D H ASTM 478 6" MIN •, 6" MIN �- RISER SECTION (TONGUE & GROOVE) BOTTOM RISER SECTION (BUTT &GROOVE) 1" TO 2" GROUT SPACE CONCRETE BASE FORMED SURFACES Ti } 6" OR 1/4 PIPE DIA.(P) WHICHEVER IS LARGER - #4 BARS-6" O.C. EA. WAY 2" BELOW BOTTOM OF PIPE --{ 5' SQUARE H P D T 4'TO 16' 6" TO 15" MIN. 48" MIN. 5" 18" & OVER MIN. 60'. MIN. 6" 16'&DEEPER ALL SIZES MIN. 60" MIN. 6" PRECAST REINFORCED CONCRETE MANHOLE O PLAN VIEW -STANDARD SANITARY SEWER MANHOLE FRAME & COVER CONCRETE COLLAR (NOT REQUIRED IN CONCRETE PAVEMENT) NO.4 BARS EACH WAY REVISED DEC. 2012 DRAWING NUMBER SS-5 Iv I OMING SEWER 450 BEND PVC PIPE 900 BEND NOTE: 1. FILL EXCAVATED SPACE OUTSIDE OF MANHOLE & UNDER PIPE WITH FLOWABLE FILL. OUTSIDE DROP REVISED MANHOLE (PVC) City of MAY 2014 (NEW MANHOLE INSTALL L'uO� DRAWING NUMBER ) T TxA5 SS-6 }......i NOTE: 1, FILL EXCAVATED SPACE OUTSIDE OF MANHOLE & UNDER PIPE WITH FLOWABLE FILL. INSIDE DROP ON EXISTING MANHOLE 11 AN = bb o c City of Bu TEXPS TYPICAL EPDXY REVISED DEC. 2012 DRAWING NUMBER SS-7 STRAIGHT THROUGH MANHOLE SLOPE CUT OUT TOP OF PIPE ` OR SHAPED CONCRETE INVERT FLOW BEND AT MANHOLE SHAPED CONCRETE INVERT / FLOW \ ]UNCTION AT MANHOLE f SHAPED CONCRETE INVERT FLOW REVISED TYPICAL ft City Of DEC.2012 MANHOLE FLOORS Lubbock DRAWING NUMBER 1 0 T f X A 5 SS-8 5'- MAXIMUM CARRIER PIPE BETWEEN SPACERS 1' MAX - PIPE JOINT CASING SPACERS SHALL BE FOUR CASING SPACERS ADDITIONAL SPACERS, SPACED A MAXIMUM OF ONE PER PIPE JOINT AS REQUIRED TYPICAL EACH END FOOT FROM EACH SIDE OF JOINT TO MEET MAXIMUM SPACING OF CASING PIPE ...__, STEEL SPACER BODY STEEL CASING PIPE . _ 450 ' 4 - CADMIUM PLATED 450 45 STUDS, NUTS, AND WASHERS, TYP. PIPELINE 30° 3 4504 ,1530 FILL SPACE BETWEEN EXCAVATED BORE AND CASING PIPE WITH ! 1 CEMENT GROUT -- -' L = D, WITH L MAX. = 16" NOTES: 1. BEVEL END OF CASING PIPE TO REMOVE ALL SHARP EDGES TO PREVENT DAMAGE D TO THE CARRIER PIPE. 2. THE END -SEAL SHALL BE ATTACHED TO THE PIPE AND CASING SO AS TO PROVIDE q -,, A WATER -TIGHT END SEAL. DJ2 3. FOR CASINGS OVER 12 INCHES IN DIAMETER, -.jl DJ2 PROVIDE TWO CLAMPS OR BANDS ON EACH L END OF EACH SEAL. 4. CASING PIPE SHALL HAVE END -SEALS L L INSTALLED ON BOTH ENDS PRIOR TO BACKFILLING ADJACENT PIPE TRENCHES. REVISED PIPELINE ENCASEMENT City of DEC. 2012 DETAIL Ui fLJ R! l/ & DRAWING NUMBER TEAS SS-9 t ' Design Standards and Specifications , Construction Details 10.4 Street and Drainage Details Section 10 158 I� O 0 m R-- -- , � R ;# I (R ISLAND, 50 SQ.FT. MIN. R S: _R AREA IF USED. PROPERTY LINE L 7-7 LR u; [R L I � LR 1 VISIBILITY TRIANGLE — — 25 � • / I f _ F� A C DIMENSION REFERENCE RESIDENTIAL STREET THOROUGHFARE STREET COLLECTOR STREET INDUSTRIAL STREET (ROADWAY CLASSIFICATION, (R1A, 32') T1, 66' R2, 42' 42') ROADWAY WIDTH_ _ _ _ _ _ _ _ _ _ _ _ _ (Rl, 36') _ - - - .T2, 88'3 - _ - - .Cl, 46'� - - - -(I, - WIDTH ------------- ONE-WAY ---`--- ---------------------5--- 12' 15' 15' _ _ _ _ _-- 20' ------------- TWO-WAY -MINIMUM ------ ---------------------------------- 12' 30' 30'--- 40' ------------- TWO-WAY MAXIMUM ------------- ------ ------ -------------------- 30' ------------------------- 40' --- Q. ---- --- 50' -------- MINIMUM RADIUS R ------ 5' ---------------------------------- 15' 15' 20' ------------- MINIMUM SPACING ------------- FROM PROPERTY LINE ------ P ---------------------------------- R R R+5' R+5' FROM STREET CORNER ------------- C ------ +R ---------------------------------- ATF t'+R -.+R FROM THOROUGHFARE C 150'APPR6ACHING CORNER 100' EXITING BETWEENDRIVEWAYS ------ S _ --- 3;- _____ __60'_______ 60' -- MINIMUM ANGLE D 45° _______30'_ 90° 30° * MAY BE "0" FEET IF SHARED DRIVE IS PROPOSED. DRIVEWAY STANDARDS REVISED City of MAY 2014 LLibb o &k PLATE NO. TEXAS 36-1 J X d Q Zg fa 2:0 o O B raw vVl A A PROPERTY LINE a 4 4' SIDEWALK IXPANSIO „ EXPANSION JOINTS SPACED 9 36' MAX. ALONG SIDEWALK RUN. JOINTS.n • _.. EXPANSION rn w JOINT aZe CONTRACTION MARKINGS 1/2 WAY THROUGH �t0 SLAB AT 4' INTERVALS. SECTION A -A CURB REMOVED. NOTE: SEE PLATE NO. 36-4 FOR ASPHALT REPAIR ADJACENT TO CURB AND GUTTER OR DRIVEWAY. VARIABLE (NO SCALE) a�> o 4' SIDEWALK — MIN. @ 2% MAX. FIRE HYDRANT, POWER POLE, ETC. MUST HAVE EXPANSION JOINT BLOCK - OUT WHEN ENCLOSED IN CONCRETE. EXTEND 6" PAST EDGE OF HYDRANT/POLE w a O a SECTIONS B-B ui (RESIDENTIAL) 1u zZ w Y 4 fti J 71— w VARIABLE 4' SIDEWALK p T MIN. @ 2% MAX. SLOPE a INNER CURB 6"X6" - 6 GAUGE WELDED WIRE FABRIC OR � AS REQUIRED. #4 DEFORMED STEEL BARS 12" O.C. BOTH z WAYS, CENTERED IN SLAB. �Y w f� ZU off = SECTIONS B-B (COMMERCIAL) FOR COMMERCIAL DRIVEWAY: NOTES: CURB AND GUTTER TO BE COMPLETELY REMOVED AND 1. MAINTAIN GUTTER FLOWINE THROUGH DRIVEWAY. RECONSTRUCTED WITH #3 2. ALL EXPANSION JOINTS TO BE )4"" THICK. BARS RUNNING ENTIRE 3. 30° TO 45° FLARE MAY BE USED IN LIEU OF LENGTH OF NEW GUTTER. RADII ON RESIDENTIAL DRIVEWAYS. 4. SEE PLATES 36-16 AND 36-16(A) FOR CURB RAMP DETAILS. FOUR FOOT SIDEWALK City of REVISED MAY 2014 CONSTRUCTION DETAILS ubbo&k PLATE NO. TIXAS 36-2 k -1 d ZE Ea i0 �O B MU. NV% >' �•' MI / 3t1�' N J i�n EXPANSION r JOINTS TOR 6' SIDEWALK. PROPERTY LINE 4 A A �Q b }�4� V SEE FRONTAL VIEW FIRE HYDRANT, POWER B POLE, ETC. MUST HAVE EXPANSION JOINTS EXPANSION JOINT BLOCK - SPACED 36' MAX. OUT WHEN ENCLOSED ALONG SIDEWALK RUN. IN CONCRETE. EXTEND 6" PAST EDGE OF EXPANSION SECTION A -A HYDRANT/POLE JOINT. 4" MIN. THICKNESS OF SIDEWALK. CONTRACTION MARKINGS 1/2 WAY THROUGH SLAB AT 6' INTERVALS. � — VARIES 3' MIN. @ 2% MAX. SLOPE a Ow Z CURB 5' SIDEWALK REMOVED. r 7- ' 7� I SECTIONS B-B (RESIDENTIAL) THICKNESS. NOTE: SEE PLATE NO. 36-4 VARIES wa w FOR ASPHALT REPAIR 3' MIN. @ 2% MAX. SLOPE a ADJACENT TO CURB J AND GUTTER OR 6'SIDEWALK DRIVEWAY. 2" l 6"X6" - 6 GAUGE WELDED WIRE FABRIC OR z_ #4 DEFORMED STEEL BARS 12" O.C. BOTH f INNER CURB FOR COMMERCIAL DRIVEWAY, WAYS, CENTERED IN SLAB. AS REQUIRED. COMPLETELY REMOVE CURB AND D (COMMERCIAL) GUTTER AND RECONSTRUCT WITH #3 BARS RUNNING ENTIRE LENGTH FRONTAL VIEW OF NEW GUTTER. PROPERTY LINE 3' NOTES: 1. MAINTAIN GUTTER FLOWINE THROUGH DRIVM 2. ALL EXPANSION JOINTS TO BE -" THICK. 3. 300 TO 450 FLARE MAY BE USED IN LIEU OF RADII ON RESIDENTIAL DRIVEWAYS. 4. SEE PLATES 36-16 AND 36-16(A) FOR CURB RAMP DETAILS. 5. 5' CURB BACK ON RESIDENTIAL STREETS. 6' CURB BACK ON COLLECTOR AND THOROUGHFARE STREETS. 5' OR 6' SIDEWALK CONSTRUCTION DETAILS REVISED City of MAY 2014 Lubb o & PLATE N0. Texas 36-3 6" 18"TYPICAL H.M •. e NEW CONCRETE DRIVEWAY NOTES, TOE FORM - TO BE REMOVED PRIOR TO INSTALLATION OF FLOWABLE FILL AND PAVING SURFACE. 1. MAINTAIN VERTICAL AND HORIZONTAL ALIGNMENT OF CURB, LIP, AND GUTTER FLOW LINE. 2. REMOVE CURB TO LIP LINE AND POUR NEW DRIVEWAY FLUSH AGAINST TOE FORM. ASPHALT REPAIR ADJACENT TO CURB AND CUTTER OR DRIVEWAY 12" M SMOOTH H.M.A.C. SURFACE, IN. TYPE "C" I-SAWCUT TO REMAIN A.C. SURFACE. / IN PLACE. x BASE FLOWABLE FILL REVISED City of DEC. 2012 1 j 0 ck PLATE NO. TEXAS 36-4(A) 6" 18" TYPICAL 7NEW CONCRETE SMOOTH EXISTING DRIVEWAY SAWCUT CONCRETE PAVING NOTES: 1. MAINTAIN VERTICAL AND HORIZONTAL ALIGNMENT OF CURB, LIP, AND GUTTER FLOW LINE. 2. REMOVE CURB TO LIP LINE AND POUR NEW DRIVEWAY FLUSH AGAINST TOE FORM. CONCRETE PAVING REPAIR ADJACENT TO CURB AND GUTTER OR DRIVEWAY REVISED tv of DEC. 2012 Lbblac PLATE NO. TEXAS 36-4(B) R=25' TC10'4'PROPERTY ----— LINE SIDEWALK TMIN. TMIN. a a DRIVEWAY APPROACH j , y �4 a (TYPICAL) a W F- LU � ? 00 e, ALLEY RETURN w a I, (TYPICAL) w a ' Pp J ✓ I; r M REVISED 4' SIDEWALK ALONGcis of DEC.zoiz PROPERTY LINE Lubbock PLATE NO, Teas 36-5 MAILBOX R=25' = —® TOR 6' CURB BACK SIDEWALK A K O v in m d/ Fin TOR 6' SIDEWALK ALONG CURB BACK f 3'MIN. ALLEY RETURN (TYPICAL) 3'MIN. 3'MIN. 3'MIN. DRIVEWAY APPROACH (TYPICAL) kv, L1,rL, aq, of {� ►J V `.r TEXAS REVISED DEC. 2012 PLATE NO. 36-6 6" CONCRETE SLAB WITH 6"X6" - 6 /4" BITUMINOUS FILLETS AND SLAB TO BE GAUGE WELDED WIRE FABRIC OR #4 \]�OEIMLDED IXP. CURB AND GUTTER,POURED TOGETHER. DEFORMED STEEL BARS 12" O.C. BOTH INT. WAYS, CENTERED IN SLAB, SIDEWALK PROPERTY LINE OR CONTRACTION 777, JOINTS. --- — --- AlLu 8--- I 2.5'_ 2.5' 10' 2.5' r4w B O�Z x � ar4•s:� z 6"X6" - 6 GAUGE WELDED W 9 } FABRIC OR #4 DEFORMED S' BARS 12" O.C. BOTH WAYS, w CENTERED IN SLAB, a c CONTRACTION '" JOINT. rl* �av[ V CURB HEIGTRANSITIO0"AT THISii IS POINT OF ALLEY RETURN TO BE NO MORE THAN 7" HIGHER THAN GUTTER ON HIGH 2.5'_ SIDE END OF RADIUS AT STREET. 1'* Yz" BITUMINOUS XPANSION JOINT. PLAN VIEW * TO BE USED WHEN ALLEY R.O.W. WIDTH IS 15'. A A w 5' 10' 5' wa z{ SECTION A -A NO. 6 REBAR SPACED 6" FROM EDGE OF SLAB 6"X6" - 6 GAUGE WELDED WIREJ AND 1'fz" FROM BOTTOM OF SLAB EACH SIDE. FABRIC OR DEFORMED STEEL LOCATE BY MEANS OF CHAIRS OR PLASTIC BARS O.C. BOTH WAYS, STAKES (NOT METAL OR WOOD). CENTERED IN SLAB, CONSTRUCTION OF THIS TYPE IS ALLOWED ONLY R. MEADOWS #158, D WHERE THE EXISTING ALLEY RETURN, ALLEY ALTIG SAFE -SEAL 3405, PAVING OR STREET GUTTER IS IN GOOD CONDITION NNEBORN SL-1 OR ll/x"�� AND GRADE AND ALIGNMENT ARE SATISFACTORY. EQUIVALENT. 6�_APPROVED BITUMINOUS CONCRETE ALLEY SLAB. Lu EXPANSION JOINT` V — a IXIS -ING ALLEY RETURN, ALLEY AVING OR STREET GUTTER. / TRANSVERSE 4 —°,=� = 6"X6" - 6 GAUGE WELDED WIRE FABRIC OR #4 CONTRACTION JOINT � 5' �— g —., DEFORMED STEEL BARS 12' (REQUIRED AT COLD JOINTS AND !.—�2" 1 O.C. BOTH WAYS, EVERY 13 FEET OF PAVING.) SECTION B-B CENTERED IN SLAB. ALL CONCRETE SHOWN TO BE 3,000 P.S.I. AT 7 DAYS. (CLASS B) REVISED TYPICAL ALLEY City of MAY 2014 RETURN V Liibbo& PLATE NO. 4 TEXAS 36-7 5' 10' 5' w °oa w a O a a 10' c �'. Q• PROPERTY LINE a T 20' 13' w z � _ CONTRACTION a 10' w JOINTS . <i a - O a n, 20' � . <i 5' q . PROPERTY LINE I •4° u.c I0 N 10' Lu • a a 5' 10' 5' TRANSVERSE CONTRACTION JOINT (REQUIRED AT COLD JOINTS AND EVERY 13 FEET OF PAVING.) 6"X6" - 6 GAUGE WELDED NOTE: _ - _ _ WIRE FABRIC OR #4 _ DEFORMED STEEL BARS 1. TRANSVERSE CONTRACTION JOINT '•::;`a 12" O.C. BOTH WAYS, CENTERED IN SLAB. (REQUIRED AT COLD JOINTS AND EVERY 13 FEET OF PAVING.) TYPICAL "T" ALLEY RDEC.ED City of 012 INTERSECTION WITH LLibbo6 PLATE NO. CONTRACTION JOINTS TEXAS 36-8 TYPE "A" 9" R 9" R 0 12" 9 11/16" 0 } in r, 3" 9" in 12" -{ ROLLOVER CURB TYPE "B" 6" 9" 3" r» in TYPE "C" NOTE: 1. THIS SECTION TO BE USED FOR RESIDENTIAL APPLICATIONS ONLY. APPROVAL WILL DEPEND ON TRAFFIC AND DRAINAGE CONSIDERATIONS. NOTE: 1. REINFORCED TYPE "C" GUTTER SECTION SHALL BE CONSTRUCTED WITH THREE #3 BARS RUNNING THE ENTIRE LENGTH OF THE DRIVEWAY SECTION WITH CHAIRS SPACED TO GIVE ACCURATE PLACEMENT. (TO BE USED AT DRIVEWAYS ONLY.) TYPICAL 24" CURB City of AND GUTTER SECTIONS 4Lubbo&k RMSED MAY 2014 PLATE NO. 36-9 6" —4 2" R _ 3" R J DOWN CURB SECTION. �---— 12" �----- TYPE "A" 5 3/4" 4 1/4" —►I --- spa � 2„R-------� 3" R DOWN CURB SECTION. 6„ 18" 6" �- 9 11/16" -�- 20 5/16" —--j NOTE: CONTRACTOR MAY USE EITHER OF THE ABOVE SECTIONS. TYPE "B" ^' I� -q. fin' I ;t i. Yn, 12" 3 6„ 3„ a 3" '----9 11/16" -I 20 5/16' TYPE "C" NOTES: 1. REINFORCED TYPCE "C" GUTTER SECTION SHALL BE CONSTRUCTED WITH THREE #3 BARS RUNNING THE ENTIRE LENGTH OF THE DRIVEWAY SECTION WITH CHAIRS SPACED TO GIVE ACCURATE PLACEMENT. (TO BE USED AT DRIVEWAYS ONLY.) 2. 30" CURB AND GUTTER IS NOT STANDARD AND SHALL ONLY BE USED WITH PERMISSION OF CITY ENGINEER. REVISED TYPICAL 30" CURB 11,.,, City Of MAY 2014 AND GUTTER SECTIONS I�L1p bo& PLATE NO. TEXAS 36-10 CONTRACTION JOINT #4 DEFORMED STEEL BARS @ 12" O.C. BOTH WAYS. A — FLOWLINE —10'-- c -- -- CONTRACTION JOINT x A:� i0W z d o X=DISTANCE LIP TO LIP z O OU NOTES: `L 1. CLASS "B" CONCRETE 3,000 P.S.I. @ 7 DAYS 2. MAINTAIN LIP UP GUTTER SECTION WITH 1" INVERT TO VALLEY GUTTER 3. TRANSITION FLOWLINE AND MAINTAIN 1" INVERT FOR POSITIVE DRAINAGE THROUGH VALLEY GUTTER DEPTH: 6"— RESIDENTIAL STREETS 8"— COLLECTORS & THOROUGHFARES BASE' CONCRETE VALLEY GUTTER & FILLET DETAIL PLAN VIEW FLOWABLE FILL SHALL BE USED TO REPLACE BASE MATERIAL REMOVED. SEE PLATE NO. 36-4 yf CONTRACTION JOINT SEE PLATE NO. 36-16 FOR DETAILS REGARDING CURB TRANSITIONS 2" MIN. TYPE "C" H,M.A.C. SURFACE. �3" r1„— ---- --- BASE _---- —5— �I � PLOWABLE FILL SEE PLATE NO. 36-4. SECTION A —A City of Lubbock T#XAS REVISED DEC. 2012 PLATE NO. 36-11 a 2' — 36' TYP. 2' � 2" H.M.A.C. SURFACE --I _ _ _ _4" CROWN r 6" CALICHE BASE IN ACCORDANCE WITH SPECIFICATIONS. SUBGRADEIN ACCORDANCE WITH SPECIFICATIONS. STRIP PAVING 6" WIDTH AND CROWN VARY 6„ SEE SECTION 8.2.02 2" H.M.A.C. SURFACE. rf12��6CALICHEBASE 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. RESIDENTIAL/COLLECTOR/INDUSTRIAL WIDTH AND CROWN VARY 6" SEE SECTION 8.2.02 12 f„ 8" THICK CONTINUOUSLY REINFORCED CONCRETE PAVING. TYPE T-1 / T-2 THOROUGHFARES REVISED TYPICAL STREET City of DEC. 2012 CROSS -SECTIONS Lubbo Ck PLATE NO. TEXAS 36-12 EXISTING SIDEWALK A MINIMUM RAMP WIDTH TO BE 4.0' LENGTH OF RAMP 5'-6' ); MAY VARY —TO 1:12 MAX. SLC STREET VARIES 24" OR EXISTING 30" C. & G. SIDEWALK `- 1:12 SLOPE SECTION A -A TO BE CONSTRUCTED ONLY APPLIES AT DEPRESSED ALLEY RETURNS A STREET NOTES: 1. ALLEY RADII MAY VARY. 2. SEE OTHER PLATES FOR RAMP DETAILS TYPICAL LOCATIONS FOR CURB RAMP I.1_ INSET i FACE ZWURB I CONCRETE PAVERS WITH TRUNCATED DOME SURFACE. 1:12 SLOPE LENGTH VARIES, DUE TO 1:12 MAX. A SLOPE OF RAMP. , - 1,5. City of L , 4 ub TEXAS REVISED DEC. 2012 PLATE NO. 36-13 r--VARIES----4'---t-VARIES- -� T.O.C. 1:12 SLOPE = 1:12 SLOPE FLOWLINE FRONT VIEW SIDEWALK SLOPE REQUIREMENTS LONGITUDINAL -- 1:20 MAX. TRANSVERSE -- 1:50 MAX. PROPERTY LINE CURB &. GUTTER VARIES - (10' TYPICAL) 9 n R=15' & r �MIN.--] THICKNESS. MINIMUM FINISHED THICKNESS TO BE 4". SEE PLATE NO. 36-16(A) FOR GENERAL NOTES ON A.D.A. RAMPS CONSTRUCTION. R=25' 0 9 RAMP = 50.8 SQ. FT. OF CONCRETE FLATWORK SURFACE APPLIED TRUNCATED DOME PANEL. - 5'-6" MIN. 6" SLOPE 5% 24" MIN. MAX 7PANEL. BITUMINOUS -" EXPANSION JOINT AS X REQUIRED BEHIND CURB. SECTION A -A CORNER CURB RAMP REVISED kooli. �yh, of MAY 2014 (WITH TYPICAL 4' SIDEWALK Lubbock PLATE NO. ALONG PROPERTY LINE) TEXAS 36-14 r— VARIES----4'--t-- VARIES--� T.O.C. FLOWLINE FRONT VIEW SIDEWALK SLOPE REQUIREMENTS LONGITUDINAL -- 1:20 MAX. TRANSVERSE -- 1:50 MAX. PROPERTY LINE Gl R=15' a � s VARIES — (10' TYPICAL) q R=25' SEE PLATE NO. 36-16(B) FOR GENERAL NOTES ON A.D.A. RAMP CONSTRUCTION. RAMP = 50.8 SQ. FT. OF CONCRETE FLATWORK SURFACE APPLIED CURB & — TRUNCATED DOME GUTTER PANEL. 5'-6" MIN. �6" SLOPE 5% 24" MIN. MAX 1:12 SLOPE MqX z Z � SURFACE APPLIED TRUNCATED DOME BITUMINOUS Y4" v PANEL. 4„ MAX EXPANSION JOINT AS REQUIRED BEHIND CURB. SECTION A -A CORNER CURB RAMP REVISED (WITHTYPICAL 5' OR 6' SIDEWALK akiof Citvof MAY 2014 Lubbock. PLATE NO. ALONG CURB BACK) TEXAS 36-15 1f A IN RADIUS RAMPS SHALL BE CENTERED IN CURB & GUTTER RADIUS TO THE MAXIMUM EXTENT PRACTICABLE. IN STRAIGHT C. & G. RAMPS SHALL BE CENTERED IN CURB & GUTTER RADIUS TO THE MAXIMUM EXTENT PRACTICABLE. GROOVE JOINTS EACH SIDE OF RAMP TOP OF CURB BITUMINOUS M4" EXPANSION JOINT (FULL DEPTH) LOCATED ALONG BACK OF CURB NEW CONSTRUCTION. A — YELLOW, SURFACE -APPLIED TRUNCATED DOME PANELS AFFIXED, FOLLOWING MANUFACTURER'S INSTRUCTIONS, TO PROPERLY CONSTRUCTED, CURED AND PREPARED 4" CONCRETE SLAB. MAINTAIN GUTTER FLOWLINE. 4' MIN. z (:n 5 01 °. o'p,c 3 B? B aL�:• VARIES VARIES s v TYPICAL ADA 1,, City of RAMP PLAN LL bbo& TEXAS SHEET 1 OF 2 REVISED MAY 2014 PLATE NO. 36-16(A) r 6.. SLOPE 5% f---4' MIN. 5'-6" MIN. I MAX 24' MIN. :;•• ��..•. 1:12 ' SLOPE (MAX.) 4" MIN. THICKNESS. SURFACE APPLIED TRUNCATED DOME BITUMINOUS X4" PANEL. EXPANSION JOINT AS 4" MAX REQUIRED BEHIND SECTION A -A CURB. SURFACE APPLIED CLASS "A" CONCRETE SHALL TRUNCATED DOME CONFORM TO APPLICABLE PANEL, SPECIFICATIONS. 4" MIN. THICKNESS SECTION B-B NOTES: 1. SURFACE -APPLIED, TRUNCATED DOME, DETECTABLE WARNING SYSTEM PANELS, USED HEREIN, SHALL BE MANUFACTURED BY ADA SOLUTIONS (WWW.ADATILE.COM), OR APPROVED EQUAL, AND SHALL BE LAID TO WHERE THE DOMES ARE UP AND THE LONG AXIS OF THE PANEL SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL. 2. RAMP TEXTURES SHALL CONSIST OF TRUNCATED DOMES SURFACES. TRUNCATED DOME DIAMETER, HEIGHT AND SPACING SHALL COMPLY WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS), ADMINISTERED BY THE TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR). TEXTURES ARE REQUIRED TO BE DETECTABLE UNDERFOOT. SURFACES THAT WOULD ALLOW WATER TO ACCUMULATE ARE PROHIBITED. THE PANELS SHALL BE AFFIXED AT THE PRESCRIBED LOCATION, TO THE PROPERLY CURED AND PREPARED CONCRETE IN THE MANNER AND USING THE MATERIALS SPECIFIED BY THE MANUFACTURER. 3. THE RAMPS AND LANDINGS SHALL BE CONSTRUCTED FLAT, IN ONE PLANE, WITHOUT WAVINESS, HIGH/LOW SPOTS OR WARP. THE CONCRETE WHERE THE SURFACE -APPLIED PANEL SHALL BE AFFIXED SHALL BE IN JUST SUCH A CONDITION. IF DETERMINED TO BE NECESSARY AND APPROPRIATE BY THE ENGINEER, A HIGH SPOT IN THE CONCRETE MAY BE HAND -MILLED WITH A GRINDER, JUST ENOUGH FOR FLATNESS, IF THE AREA TO BE GROUND IS TO BE UNDER THE SURFACE -APPLIED PANEL. IF NOT, THE CONCRETE SHALL BE REMOVED AND PROPERLY REPLACED AT THE CONTRACTOR'S EXPENSE. AFTER THE CONCRETE IS THOROUGHLY CURED, AND THE SURFACE CORRECTLY PREPARED, THEN THE SURFACE -APPLIED PANELS SHALL BE PROPERLY AFFIXED TO THE CONCRETE, ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 4. SURFACE -APPLIED PANEL COLOR FOR THE RAMP SHALL BE A CONTRASTING COLOR THAT PROVIDES A LIGHT REFLECTIVE VALUE THAT SIGNIFICANTLY CONTRASTS WITH THE ADJACENT SURFACES. THE COLOR OF THE SURFACE -APPLIED PANELS SHALL BE SHOWN ELSEWHERE IN THE PLANS OR SPECIFICATIONS. IF NEEDED, SURFACE -APPLIED PANELS SHALL BE SAWCUT ONLY AND A PANEL SHALL BE AFFIXED WITH A 1#8" GAP TO ANOTHER PANEL. 5, ALL SLOPES SHOWN ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. RAMP LENGTH OR GRADE OF SIDEWALK APPROACH MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. TAS REQUIRED DIMENSIONS AND SLOPES ARE PARAMOUNT, IF SITE CONDITIONS PREVENT A RAMP FROM BEING CONSTRUCTED, AS -DRAWN, TO WORK AS INTENDED AND COMPLY WITH THE REQUIRED SLOPES, THEN THE RAMP CONSTRUCTION MUST BE ADJUSTED TO COMPLY WITH THE REQUIRED SLOPES. ALL CONSTRUCTION QUESTIONS SHALL BE DIRECTED TO THE ENGINEER. 6. MAXIMUM ALLOWABLE CROSS -SLOPE ON SIDEWALK AND RAMP SURFACES IS 2%. ALL CONCRETE SURFACES SHALL RECEIVE A LIGHT BROOM FINISH UNLESS NOTED OTHERWISE ON THE PLANS. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT REFLECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TAS. SHEET 2 OF 2 REVISED TYPICAL ADA City 0f MAY 2014 RAMP PLAN i koC PLATE NO. 4 r€XAS 36-16(6) 2 \2' SLOPE ALONG GUTTER VARIES SLOPE ALONG GUTTER VARIES SEE PLATE NO. 36-16 FOR DETAILS REGARDING CURB TRANSITIONS ADA RAMP AT FILLET KEYED NOTES ( SLOPE ALONG BACK OF CURB AT RAMP OPENING SHALL NOT EXCEED 2%. SLOPE ALONG 2Q SLOPE FROM BACK OF CURB AT RAMP OPENING TO LIP LINE GUTTER VARIES SHALL NOT EXCEED 5%. 2' P �. SLOPE ALONG GUTTER VARIES / SEE PLATE NO. 36-16 FOR DETAILS REGARDING CURB TRANSITIONS ADA RAMP AT CURB 6" SLOPE5% r- 4' MIN. 5' 6" -N. MAX 24" MIN 1:12 SLOPE (MAX.) 4" MIN• THICKNESS. SURFACE APPLIED TRUNCATED DOME BITUMINOUS PANEL. EXPANSION JOINT AS 4" MAX REQUIRED BEHIND SECTION A CURB. TYPICAL ADA City Of REVISED MAY 2014 RAMP DETAIL Uib 0 t PLATE NO. rEXA5 36-17 TYPICAL ALLEY PAVING City of 4 ,xW TEXAS REVISED DEC. 2012 PLATE NO. 37-1 TOOLED JOINT I I I I I I I I I 3' MIN. I I i %, ✓Y_ 4' MAX. — �- —►� I �� C / Q J Z t: I ZO ' 3' OI I I ii i in � Uf Jt I I I I I I I � I I TRANSVERSE CUT i •I I I N1IN PATCH 4 I E (3'X4 i I NOTE: 1. ALL JOINTS SHALL BE DOWELED AS SPECIFIED 2. MAXIMUM OF TWO TRANSVERSE CUT JOINTS BETWEEN EXISTING 13' TOOLED JOINTS (ONE SLAB). TYPICAL ALLEY PAVING CUT TOOLED JOINT I I 400io- City of Lubbock TIXAS REVISED DEC. 2012 PLATE NO. 37-2 R-1A RESIDENTIAL - i 52' ROW i �FF R-2 SCHOOL AND R-1 RESIDENTIAL COMMERCIAL 56' ROW - �i i - 60' ROW 36' FF I 42' FF COLLECTOR INDUSTRIAL {-- 64' ROW 60' ROW 46' FF 42' FF T-1 THOROUGHFARE T-2 THOROUGHFARE Fi-- 90' ROW -----{ (r 110' ROW - -- 66' FF I - 88' FF NOTE: FF DIMENSIONS ARE FROM FACE OF CURB TO FACE OF CURB. CITY OF LUBBOCK � city of ' STREET STANDARDS o TEXAS REVISED DEC. 2012 PLATE NO. 38-1 fL:I 1 COLLECTOR FLARE AT INTERSECTION WITH A THOROUGHFARE +— T-1 OR T-2 THOROUGHFARE 4 1, 40 City of Lubbock TEXAS REVISED MAY 2014 PLATE NO. 38-2 T-1 THOROUGHFARE RIGHT TURN LANE (FLARE) City Of Lubbo& ti TEXAS REVISED MAY 2014 PLATE NO. 38-3 T-2 THOROUGHFARE RIGHT TURN LANE (FLARE) T-1 OR T-2 THOROUGHFARE - City of Lubb O & TEXAS REVISED MAY 2014 PLATE NO. 38-4 L=50" 50" FOR #5 BAR, 42" FOR #4 BAR ADDITIONAL 25" FOR #5 BAR TIE BARS MAY BE ( JOINT SEALING L/2 STEEL BARS JOINT SEALING 21" FOR #4 BAR IN SAME PLANE AS MATERIAL MATERIAL TRANSVERSE BARS TIE BARS,SINGLE _. OR MULTIPLE- PIECE L/2 MIN.CLEAR 2" Th TRANSVERSE BARS c T c ra T a T c T- c� LONGITUDINAL BARS NO SPLICES ALLOWED WITHIN 10 FT OF THE JOINT. LONGITUDINAL BARS TRANSVERSE BARS TRANSVERSE CONSTRUCTION JOINT LONGITUDINAL CONSTRUCTION JOINT SECTION X - X SECTION Y - Y 50" FOR #5 JOINT SEALING MATERIAL SAW CUT 42" FOR #4 BAR LONGITUDINAL 5" FOR #5 BAR BARS T/3 c c c/2c/2 c c TRANSVERSE BARS SINGLE PIECE TIE BARS SHOULD BE IN SAME PLANE AS TRANSVERSE BARS. LONGITUDINAL CONTRACTION JOINT SECTION Z - Z TABLE NOA 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 (c) (a) 2 x c L (IN.) (IN.) (IN.) (IN.) 6.0 #4 12 3 24 42 7.0 #5 12 3 24 50 TABLE NO.2 TRANSVERSE STEEL AND TIE BARS TIE BARS TIE BARS SLAB TRANSVERSE AT LONGITUDINAL AT LONGITUDINAL THICKNESS STEEL (b) CONTRACTION JOINT CONSTRUCTION JOINT SECTION Z-Z SECTION 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 STREET REVISED CONCRETE PAVING DETAILS City of MAY 2014 Lubbo& PLATE N0. 2 OF 3 TEXAS 38-9 H JOINT �„ y4.. SEALING COMPOUND ap O � M INITIAL SAW CUT SAWED LONGITUDINAL JOINT z JOINT SEALING COMPOUND CLASS 0 4,5 OR 7 a' BACKER ROD INITIAL SAW CUT J '^l f TRANSVERSE SAWED CONTRACTION JOINT GENERAL NOTES JOINT Y„ y8.. XV SEALING COMPOUND -T T JOINT SEALING COMPOUND LONGITUDINAL OR TRANSVERSE CONSTRUCTION JOINT JOINT SEALING COMPOUND CLASS 1" _ Y4" 4,5 OR 7 M TRANSVERSE FORMED EXPANSION JOINT 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 REQUIREMENT AND PRIOR TO BEGINNING OPERATIONS, THE CONTRACTOR SHALL 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 CONTRATION JOINTS SHALL BE PLACED AT ON RADIUS OF INTERSECTING ALLEYS. RESIDENTIAL AND COLLECTOR STREET CONCRETE PAVING DETAILS city of Lubbock 3 OF 3 TEXAS BACKER ROD PREFORMED BITUMINOUS FIBER MATERIAL BOARDS OR EQUIVALENT. REVISED MAY 2014 PLATE NO. 38-10 TYPE'C' HMAC 6' l I ASPHALT TACK COAT. ALL JOINTS TO BE SAWCUT. T MIN. ASPHALT TACK COAT. MINIMUM OF THE UPPER 12" (18" MINIMUM ON THOROUGHFARE STREETS) OF TRENCH BACKFILL- 1 1/2 SACK CONTROLLED LOW STRENGTH MATERIAL (FLOWABLE FILL) WITH PEA GRAVEL, IF USING COMPACTED BACKFILL. BACKFILL COMPACTED TO 95%+ MODIFIED PROCTOR(ASTM D 698) 2% OF OPTIMUMMOISTURE CONTENT.(MAX. 6" LIFTS.) ' I I ElIII ji j� j PIPE BEDDING (IN .I t it( ACCORDANCE WITH THE ENGINEERS AND MANUFACTURERS =1 I I=1 I I -I I E RECOMMENDATIONS). NO SCALE NOTE: ALTERNATIVE BACKFILL 1. ALL MATERIALS AND CONSTRUCTION FULL DEPTH OF TRENCH BACKFILL PRACTICES SHALL BE IN CONFORMANCE 1 1/2 SACK CONTROLLED LOW WITH CITY OF LUBBOCK PUBLIC WORKS STRENGTH MATERIAL (FLOWABLE ENGINEERING DESIGN STANDARDS AND FILL) WITH PEA GRAVEL SPECIFICATIONS. 2. GREATER THAN 5' WIDTH LONGITUDE CUTS WILL REQUIRE PAVING REPAIR APPROVAL BY THE CITY ENGINEER. ASPHALT PAVEMENT CUT REPAIRS !400' City Of Lubbock TEXAS REVISED DEC. 2012 UEM-01 CLASS'B' CONCRETE 3000 PSI AT 7 DAYS. THOROUGHFARE STREETS; CLASS"C'CONCRETE DRILL AND DRIVE 12" DEFORMED WEL BARS 6" INTO EXISTING ON T SPACING. ALL CONCRETE JOINTS LTO BE SAW CUT. ASLAB EXISTING CONCRETE EXISTING CONCRETE PAVING PAVING I 8" MINIMUM --I wo T MIN ¢0 � #4 BARS 12" O.C. MAX SPACING IN BOTH DIRECTIONS. �J waya YU f F BACKFILL COMPACTED TO 95%t MODIFIED PROCTOR (ASTM D 698) 2 % OF OPTIMUM MOISTURE CONTENT. (MAX. 6" LIFTS.) PIPE EMBEDMENT (IN ACCORDANCE WITH THE ENGINEERS AND MANUFACTURERS RECOMMENDATIONS). ALTERNATIVE BACKFILL CONCRETE PAVING FULL DEPTH OF TRENCH BACKFILL; 1 1/2 SACK CONTROLLED LOW STRENGTH MATERIAL (FLOWABLE FILL) WITH PEA GRAVEL. NOTE: 1. GREATER THAN S' WIDTH LONGITUDE CUTS WILL REQUIRE PAVING REPAIR APPROVAL BY THE CITY ENGINEER. 2. ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN CONFORMANCE WITH CITY OF LUBBOCK STANDARD PAVING SPECIFICATIONS. CONCRETE STREET REVISED AND ALLEY City of DEC. zoiz b u,kk CUT REPAIRS TEXAS UEM-02 CONCRETE CAP BRICK JOINTS TO BE FILLED CLASS'B' CONCRETE WITH SAND/CEMENT AT A 50-50 3000 PSI AT 7 DAYS. BLEND, OR AS APPROVED BY THE STREET SUPERINTENDENT. Z_ i =1 o=l®r I" SAND CUSHION MINIMUM. F- 8" MIN k 4 BARS, 12" O.C. MAX. SPACING IN BOTH DIRECTIONS. BACKFILL COMPACTED TO 95 %t MODIFIED PROCTOR (AST, D 698) 2% OF i4 OPTIMUM MOISTURE CONTENT. (MAX. 6' LIFTS.) ALTERNATIVE BACKFILL J.. PIPE BEDDING (IN 1 1/2 SACK CONTROLLED ACCORDANCE WITH THE ENGINEERS LOW STRENGTH MATERIAL (FLOWABLE FILL) WITH RECOMMENDATIONS). MANUFACTURERS BRICK PEA GRAVEL. PAVING NOTE: 1. SEE CONCRETE CAP DETAIL. PLATE NO. 36.09.05 2. #5 DOWELS NEEDED IF TIED INTO EXISTING CONCRETE BASE. 3. ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN CONFORMANCE WITH CITY OF LUBBOCK STANDARD PAVING SPECIFICATIONS. BRICK STREET City Of REVISED DEC. 2012 CUT REPAIRS Liibbo6k TIXAS UEM-03 Z O F K6 QZ asUJL J l7a CONCRETE ALLEY PAVING. mw `" z �8 — — — — — — — — — — — — — — BACKFILL COMPACTED TO 95%f MODIFIED PROCTOR DENSITY (ASTM D 698) 2% OF OPTIMUM MOISTURE CONTENT. (MAX. 6" LIFTS.) ALTERNATIVE BACKFILL FULL DEPTH OF TRENCH BACKFILL 1 1#2 SACK CONTROLLED LOW STRENGTH MATERIAL (FLOWABLE FILL) WITH PEA GRAVEL. NOTE: 1. ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN CONFORMANCE WITH CITY OF LUBBOCK PUBLIC WORKS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS. 2. THE ALLEY PAVING CONTRACTOR SHALL BE REQUIRED TO OBTAIN 95%t MODIFIED PROCTOR DENSITY (ASTM D 698) 2% OF OPTIMUM MOISTURE IN THE 6" DEPTH OF SUBGRADE IMMEDIATELY BELOW THE ALLEY PAVING. THE ALLEY PAVING CONTRACTORS SHALL BE REQUIRED TO OBTAIN 95%t MODIFIED PROCTOR DENSITY (ASTM D 698) 2% OF OPTIMUM MOISTURE IN THE 6" DEPTH OF SUBGRADE IMMEDIATELY BELOW THE ALLEY PAVING. PIPE EMBEDMENT (IN ACCORDANCE WITH THE ENGINEERS AND MANUFACTURERS RECOMMENDATIONS). TRENCH BACKFILL REQUIREMENT REVISED ON ALLEYS TO BE PAVED City of DEC. 2012 WITHIN RIGHT-OF-WAY ubOCk rtxas UEM-04 C BACKFILL COMPACTED TO 95%f MODIFIED PROCTOR DENSITY (ASTM D 698) 2% OF OPTIMUM MOISTURE CONTENT. (MAX. 6" LIFTS.) ALTERNATIVE BACKFILL FULL DEPTH OF TRENCH BACKFILL 1 YZ SACK CONTROLLED LOW STRENGTH MATERIAL (FLOWABLE FILL) WITH PEA GRAVEL. NOTE: 1. ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN CONFORMANCE WITH CITY OF LUBBOCK PUBLIC WORKS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS. TRENCH BACKFILL REQUIREMENTS ON UNPAVED STREETS AND ALLEYS WITHIN RIGHT-OF-WAY EXISTING GROUND SURFACE. 12" —T PIPE BEDDING (IN ACCORDANCE WITH THE ENGINEERS AND MANUFACTURERS RECOMMENDATIONS). City of Lubbock TEXAS REVISED DEC. 2012 UEM-05 �i PLACE #4 BARS BOTH WAYS ALONG PAVING CUT AT 12" MAX. SPACING. AT LEAST 2 6' 6 j-- #4 BARS EACH WAY ARE REQUIRED. #4 BARS, 12" O.C. MAX SPACING IN BOTH DIRECTIONS, CENTERED IN SLAB NOTE: 1. ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN CONFORMANCE WITH CITY OF LUBBOCK PUBLIC WORKS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS ALLEY PAVING REPAIR OR CAP ® ® C NO SCALE DRILL AND DRIVE 12" DEFORMED #5 DOWEL BARS 6" INTO EXISTING SLAB ON T SPACING REVISED City of MAY 2014 Lubbock TEXAS UEM-06 Design Standards and Specifications Construction Details 1 10.5 Appendix Section 10 196 -1.1 Restrained 'n le for Bends Minimum length to be restrained each side of bend (Feet): PVC pipe Horiztonal Bends Vertical Bends (Upper/Lower) (Ana) ffl 5° .. 22492` 11«114° 4' 2=1/2'1s114°'. 4 6 3 2 - 16/4 8/2 4/1 6 ,, ., , ` 19 8 4 2 - 23/5 11 /3 6/2 25 11 5 3 - 30/7 15/4 7/2 1b. = 30 13 6 3 - 36/8 17/4 9/2 35 15 7 4 - 42/10 21 /5 10/3 1G 45 19 9 5 - 54/13 26/6 13/3 20 54 23 11 6 - 66/15 32/8 16/4 24 63 27 13 7 _ 78/18 38/9 19/5 D.I. pipe Horiztonal Bends Vertical Bends (Upper/Lower) (in.) 90, 457 -1/2° 11-1/4' 90° 45° 22-1/ ° 11 4 11 5 3 1 - 9/3 5/2 3/1 _6..; 15 6 3 2 - 12/4 6/2 3/1 8 19 8 4 2 - 16/6 8/3 412 1fl , 23 10 5 3 - 19/7 10/3 5/2 27 12 6 3 - 23/8 11 /4 6/2 `' 1$ 35 15 7 4 - 29/10 14/5 7/3 42 18 9 5 - 36/12 17/6 9/3 ?. 49 21 10 5 - 42/14 20/7 10/4 Table is based on Soil Type SC, Safety Factor 2, Trench Type 3, Depth of Bury 3 feet on upper vertical bends and 6 feet on lower vertical bends, and Test Pressure of 100 psi. Values derived from the EBAA Iron, Inc. Restrained Length Calculation Program. =Revised1 City of Lubbock Water Utilities Engineering Department Minimum Design Standards and Specifications For Water and Sewer -1. _9 Restrained Joint Table r Toes Minimum branch length to be restrained (Feet): PVC Pipe Branch Pipe Run Pipe Size (in.) Size (in.) 4 ; 6 8 10 12:. 'i6. ,' :20 2 4 1 1 1 1 1 1 1 1 6.' 22 13 4 1 1 1 1 1 $ 40� 33 26 18 11 1 1 1 49 43 37 31 18 5 1 , 59 54 49 38 27 16 84 20 72 64 55 107 101 94 87 24 - - - - - 127 L2122 _J_ 116 D.I. Pipe Branch Pipe Run Pipe Size (in.) Size (in.) 4 6 110 12 16 20 24 )- 1 1 1 1 1 1 1 1 12 7 2 1 1 1 21 18 14 10 1 1 �1 1 6 1 lit - 26 23 20 17 10 3 1 1.2 - 31 29 26 12 15 8 44 42 38 34 26 2i3. - - - 57 53 50 46 64 61 i_V Table is based on Soil Type SC, Safety Factor 2, Trench Type 3, Depth of Bury 3 feet, Test Pressure 100 psi, and minimum restrained length of pipe along run on either side of tee of 5 feet. Values derived from the EBA4 Iron, Inc. Restrained Length Calculation Program. Revised 3/11 City of Lubbock Water Utilities Engineering Department Minimum Design Standards and Specifications for Water and Seiner -1.3 Restrained Joint Table for Reducers Minimum length to be restrained on larger pipe (Feet): PVC Pipe Small Ripe Large Pipe Size (in.) Size (in.) 4 8 8 "10 'i2 'i6 20 2 4 - 22 40 54 69 95 119 142 - - 23 41 57 86 112 137 8 - - - 23 42 75 103 129 } c - - - 23 61 92 120 44 78 109 44 80 44 D.I. Pipe Branch Pipe Run Pipe Size (1m) Size (in.) 4 6 0 10 , 12 16 20 24 12 21 29 36 50 63 75 6 - - 13 22 30 46 59 72 8 - - - 12 22 40 54 68 13 32 49 63 23 42 57 23 42 24 Table is based on Soil Type SC, Safety Factor 2, Trench Type 3, Depth of Bury 3 feet, Test Pressure 100 psi, and minimum restrained length of small size pipe to be 1/2 that listed here. Values derived from the EBAA Iron, Inc. Restrained Length Calculation Program. Revised 3111 Ci4/ of Lubbock Water Utilities Engineering Department ___J_ Minimum Design Standards and Specifications for Water and Sewer 1 A-2 Date of Application: Company Name Address Contact Person Position Phone Number Email Fax Number Manufacturer (If not applicant) Supplier If not applicant) Product Nomenclature Model No. Series Description/Use of Product Have you included a sample? Would you like this sample returned? List Testing Certifications (Required) I. List Attached Items (Provide five copies of each) 1. 2. 2. 3. 3. 4. 4_ 5. 5. 6. 6. 7. 7. ****Do not write below this line - - For City use only**** Application No. (Ex. 2014-01) Approved By: Title: Accepted Rejected Comments: CERTIFICATE OF COMPLETION DATE: PROJECT DATA SUBDIVISION NAME: PLAT DESCRIPTION: TYPE OF MUNICIPAL IMPROVEMENT ❑ WATER ❑ SEWER ❑ PAVING ❑ DRAINAGE ❑ OTHER CONTRACTOR'S AFFIDAVIT TO DEVELOPER I certify that the work under the above named project, including all amendments thereto, has been satisfactorily completed in accordance with the engineering plans and specifications and in accordance with the City of Lubbock Public Works Engineering Minimum Design Standards and Specifications; that no liens have been or will be attached against the property and improvements of the owner; that no suits are pending by reason on the project under the contract; and no public liability claims are pending. CONTRACTOR/DEVELOPER: ADDRESS: PHONE: SIGNED: PRINTED: TITLE: RECOGNITION BY CITY OF LUBBOCK An inspection of the work on the above referenced Project was conducted on Those participating in the inspection (final walk-through) were and . The inspection revealed that the infrastructure inspected has been completed substantially in accordance with the plans and specifications and is recommended for acceptance on City of Lubbock By Printed Name Title Rev. 05-01-2014 DEVELOPER WARRANTY STATEMENT DATE: PROJECT DATA yy SUBDIVISION NAME: t PLAT DESCRIPTION: TYPE OF MUNICIPAL IMPROVEMENT ❑ WATER ❑ SEWER ❑ PAVING ❑ DRAINAGE ❑ OTHER WARRANTY STATEMENT TO THE CITY OF LUBBOCK: As the developer of the above referenced development, I guarantee the improvements installed by my Contractor and inspected, tested, and accepted by the City of Lubbock to be free from defects for a period of one year for water and/or sewer improvements and two years for paving and or drainage improvements from the date the infrastructure is accepted by the City of Lubbock. Upon receipt of the Developers Certificate of Completion, Record Drawings and the Developers Warranty Statement, the City will accept improvements within 30 calendar days; unless exception is given in writing. The Contractor, Engineer/Surveyor, Record Drawing submittal date, and the Substantial Completion Date are listed below. CONTRACTOR: ENGINEER/SURVEYOR: RECORD DRAWING SUBMITTAL DATE: SUBSTANTIAL COMPLETION DATE: DEVELOPER CONTACT INFORMATION DEVELOPER: ADDRESS: PHONE: EMAIL: SIGNED: PRINTED: LIMITATIONS This warranty does not include damage to underground utilities caused by others due to excavation or boring activities ` after the date of the infrastructure is accepted by the City of Lubbock. This warranty does not include any cosmetic damages or the results of any cosmetic damages to either above ground utility infrastructure or paving/drainage improvements occurring after the date of substantial completion. These cosmetic damages may include but are not limited to gouges in asphalt from vehicular traffic excluding all construction equipment related to the development, the failure of - asphalt due to water ponding beyond the control of the Developer, any natural disaster, or utility work within dedicated Public Right of Way. Rev. 05-01-2014 PUBLIC WORKS ENGINEERING PARKING LOT PAVING IMPROVEMENTS MAYOR DANIEL M. POPE CITY COUNCIL JUAN A. CHADIS, SHELIA PATTERSON HARRIS, JEFF GRIFFITH, STEVE MASSENGALE, KAREN GIBSON, LATRELL.E JOY CITY MANAGER JAMES W. LOOMIS, A.A.E. MEADOWBROOK GOLF COURSE I I i LOCATION VICINITY MAP 4 City of Lubbock TEXAS SEPTEMBER 2016 G-1 ? GENERAL NOTES TINGSIttPLAN ---_; --.__.� C-� DEMOLiTION PU1N 1 G3 PROPOSED SITE PLAN _ SITE GRADING PLAN AND HORIZONTAL -� & VERTICAL POINT DATA KEY MAP SITE GRADING PLAN I OF 2 - -I �C 5 SITE GRADING PLAN 2 OF 2 i L---C7C._ C-8 HORIZONTAL ✓f VERTICAL POINT DATA 1 OF 2. I HORIZONTAL & VERTICAL POINT DATA 2 OF 21 G-9 „ _] STRIPING PLAN t DETAIL SHEEP .- __-------- DIRECTOR OF PUBLIC WORKS L WOOD FRANKLIN, P.E. CITY ENGINEER MICHAEL G, KEENUM, P.E. C.F.M. GENERAL NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF LUBBOCK PUBLIC WORKS ENGINEERING MINIMUM DESIGN STANDARDS AND SPECIFICATIONS. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS AND SPECIFICATIONS, THE PLAN, INCLUDING ALL NOTES AND ANY OTHER APPLICABLE STANDARDS AND SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE WORK SPECIFIED, FAILURE ON THE PART OF THE CONTRACTOR TO EXAMINE ALL STANDARDS OR SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION AND ANY SAFELY PRECAUTION PROGRAMS RELATING IN ANY WAY TO THE CONDITIONS OF THE PREMISES, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING NEEDS FOR HORIZONTAL AND VERTICAL POINTS CONTRACTOR SHALL COMMUNICATE WITH THE LESSEE THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT ADEQUATE DRAINAGE IS MAINTAINED WITHIN THE PROJECT AREA AT ALL TIMES DURING CONSTRUCTION, ALL SPOIL MATERIALS NECESSARILY REMOVED WRING CONSTRUCTION SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR. OIG-TESS NOTE: CONTRACTOR SHALL CONTACT DIG-TESS (I-BDO-DIG-TESS) FOR UTILITY LOCATES NO LATER THAN TWO FULL WORKING DAYS PRIOR TO COMMENCING GRADINWPAVINWCDNSTRUCTION. CONTRACTOR 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. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE UTILITY OWNER AND SHALL SUBMIT WRITTEN APPROVAL TO THE CITY ENGINEER PRIOR TO TAKING UTILITY OUT OF SERVICE. UTILITY DISCLAIMER: THE ENIGINEERISURVEYOR MAKES NO GUARANTEE THAT ANY UNDERGROUND UTILITIES SHOWN OR NOTED COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE, OR ABANDONED. THE ENGINEERISURVEYOR HAS NOT PHYSICALLY LOCATED ANY UNOERGROUNDUTILITIES SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER NOTIFICATION OF CONSTRUCTIONIGRADINGIPAVING ACTIVITIES PRIOR TO BEGINNING PROJECT AND TO FOLLOW ALL APPLICABLE PROPER TEXAS D(CAVATION SAFETY SYSTEM RULES TO AVOID UTILITY DISRUPTION. REFER TO DIG-TESS NOTE LIMITS OF C9NSTR,(1CTION:_, CONTRACTOR SHALL LIMIT OPERATIONS TO WITHIN THE CONFINES OF THE WORK LIMITS SHOWN ON THE PLANS. THE CONTRACTOR .SHALL COMPLETE THE FOLLOWING ONE WEEK PRIOR TO THE BEGINNING CONSTRUCTION: CONSTRUCTION MAY NOT BEGIN UNTIL THE SWPPP IS APPROVED - A STORM WATER PLAN REVIEW APPLICATION (THE REVIEW FEE IS WAIVED.) • A STORM WATER POLLUTION PREVENTION PLAN WHICH WILL INCLUDE: 'CONTACT INFORMATION FOR PROJECT PERSONNEL RESPONSIBLE FOR IMPLEMENTAION OF THE SWPPP (E-MAIL & PHYSICAL ADDRESS & PHONE) :DELEGATION OF SIGNATORIES TO REPORTS 'A GENERAL LOCATION MAP SHOWING THE NEAREST BODY OF WATER LABELED 'DETAILED MAP OF &MPS OT BE SINSTALLED 'SAMPLE INSPECTION REPORT 'SMALL CONSTRUCTION SITE NOTICE FOR QUESTIONS ABOUT SUBMITTAL REQUIREMENTS CONTACT THE STORM WATER DEPARTMENT 806-775-3160 COORDINATION AND EMERGEIKY NUMBERS,Y_,,,-., THE FOLLOWING NUMBERS ARE INCLUDED FOR THE CONTRACTOR'S CONVENIENCE CITY OF LUBBOCK WATER UTILITIES 806-775-3161 MR. JOSH FLUD 806-548-4152 SUDDENUNK COMMUNICATIONS 806-771.6229 MR. FRANK WISE W-771-6211 ATMOS ENERGY 1-8W-692-4694 MR. LYNN GREEN 806-687.7130 LUB8OCK POWER AND LIGHTS 806-775.2579 MR. LEE ROY MARTINEZ 806.709-5602 AT&T 1-800-286.8313 MR. MICHAEL BINGHAM 606.741-6220 NTS COMMUNICATIONS MR. NICK CABALLERO 806-548.3235 CITY OF LUBBOCK STREETS MR. AIM KLEMME BD6.775-375D f u Lubbpock E a[sef LEGEND DIG-TESS_NO_T_E: CONTRACTOR SHALL UTILITY LOCATES NO :R THAN TWO FULL KING DAYS PRIOR TO CLt p�...—,.. _.�_..._ ATE DESIGNED BY: EA DRAWN BY: EA CHECKED BY: N.W. SCALE: -_.-A REVVISION5--.I ±......... .......... _........... .................. f GENERAL NOTES GI V BENCHMARK 60D NAIL 70P OF PAVE484T Y,953125.212 Y-7281724.882 Z-3198.1gr BENCHMARK 60D ?JAIL TOP OF PAVEMENT X-953611.569 Y-7281573.311 Z-31916V C) -J� \> BENCHMARK 60D NAIL TOP OF PAVEMENT X-953814,087 Y 7281274 984 --------------- ------ -------- Lubbocko LEGEND WATER LINE EXISTING TREE E)asrm --j CONCRETE EXISTING ASPHALT EXISTING 011 _L GRASS DIG-TESS NOTE: CONTRACTOR. SMLL I (CONTACT DIG-TESS (1-M-DIG-TESS) �'FOR UMMY LOCATES NO �'LATER THAN TWO RILL �'VYORIING DAYS GRADING/ COMMENCING DESIGNED BY: EA DRAWN BY: EA CHECKED BY: N.W. SCALE: C-1 7-7 M o m & 270 IF WATERV& ID Xl� Xl- am-O"Ir Lubbockbo� LEGEND -V�- WATERLINE lCONTRACTOR. SHALL CDNTACT DIG-TESS ((I-BW-DIG-TEA) FOR UTILITY LOCATES NO�j 'LATER THAN TWO RU ; ifCRg DAYS PRIOR TO;' COMMENCING GRADING/ PAVING n Tt DESIGNED BY: EA DRAWN BY., EA CHECKED BY,. N.W. SCALE: DEMOLITION PLAN IpLubbo& FILL W CY PROPOSED CONCRETE EnsTING CONCRETE COL TYPE 0 ASPHALT COL ALT & TYPE 0 ASPH BASE 6" GABION MATRESS NOTE' MNrRACTORsHALL CONTACT DIG-TEss !(I-800-DIG-TESS) !FOR MMM LOCATES NO! LATER THAN TWO FULL W0RKING DAYS PRIOR TO� (COMMENCING GRADING) 1 PA VIN 4e C. F on DESIGNED BY: EA DRAWN BY: EA CHECKED BY: N.W. SCALE' . S PROPOSED SITE PLAN C-3 ES rM 2 !2xz in Z9.1 p A YAF dxw ro cilyd Lubbock I LEGEND TP TOP OF PAVEMENT EC EDGE OF CONCRETE G GUTTER FL FLOW LINE EXISTING CONTOUR EXISTING GRADE .__,DIG TESS NOTE: , )NTRA I 66RSHALL- )NTACT DIG-IfM -800-DIG-TESS) )R UTILITY LOCATES NO kTER. THAN TWO FULL ORKING DAYS PRIOR TO )MMENCING. GRADING/ WING/CONSTRUCTION. DESIGNED BY, EA DRAWN BY: EA CHECKED BY: N.W. SCALE: SITE GRADING PLAN 1 OF 2 C-5 4 '' Lubbock p 10 20 ZQ : TP TOP OF PAVEMENT EC EDGE OF CONCRETE !, G GUTTER 'k j FL FLOW LINE CONSTOUR I, i i 0IG TESS NOTE !CONTRACTOR SHALL ! ;CONTACT DIG-TESS I ,CONTACT ,FOR UTILITY LOCATES NOk LATER THAN TWO FULL !WORKING DAYS PRIOR TO! DESIGNED BY: EA DRAWN BY: EA CHECKED BY: N.W. SCALE: .� ..�...,..,_ ,��„ � � � � ���.� �..��. �.�.. _ � r lip - --------------- - - AtLubl%& LEGEND PROPOSED 40 CONCRETE --m CONCRETE ASPHALT PAVING GAMON MATTRESSES PARKING STALLS 178 EA I HANDICAPPED STALLS 6 EA ��IPE 3830 LF RS EA CONTRACTOR SHALL CONTACT DIG-TESS 'FOR UTILITY LOCATES NO 'FOR THAN TWO FULL WORKING DAYS PRIOR TOI COMMENCING GRADING/ ,PAVING/CONSTRUCTION, i OATS DESIGNED BY: EA DRAWN By,, EA CHECKED SCALE: STRIPING PLAN C-9 NA GIRmR4EGfIfP15 12 MUMMP,ttnatnw 77 LH w+ma rums rnmuc -T-T, FIE fifffim"n OS - CaABION MATTRESS DE18& J It I,z RA - NEW ASPHAL!EAg-.nV 11-7,E T7=1, P..2 - AST�tALLRIPALR q.�L 10L WALL LLJ!�L � S C N _! M-,ADAMAND PPE SIGNA kQgL;g bbock rtlAi LEGEND DIG -TEES NOTE: TRACTOR SHALL )RKTNG DAYS PRIOR I immENCING GRADING, VING/CONSTRUCTION DESIGNED BY: EA DRAWN BY: EA CHECKED M N.W. SCALE: DETAIL SHEET C-10