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Resolution - 2009-R0525 - Contract - Craig Wallace Construction - Mae Simmons Park Improvements - 11/19/2009 (3)
Resolution No. 2009-RO525 November 19, 2009 Item No. 5.21 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Unit Price Construction Contract No. 9214 for improvements at Mae Simmons Park per ITB 10 -009 -DD, by and between the City of Lubbock and Craig Wallace Construction of Lubbock, Texas, and related documents. Said Unit Price Construction 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 this 19th day of November , 2009. TOM MARTIN, MAYOR r.'VV-11&V1 CR q- - &"0- 5��c Rebece C,arza, City Secretary 0 APPROVED AS TO CO Scott Snider, Assistant City Manager Community Services APPROVED AS TO FORM: Chad Weaver, Assistant City Attorney vw:ccdocs/RES.Contract-Craig Wallace Construction October 29, 2009 No Text i City of Lubbock PURCHASING AND CONTRACT MANAGEMENT SUITE 204, MUNICIPAL BUILDING 1625 13r" STREET LUBBOCK, TEXAS 79401 PH: (806)775-2168 FAX: (806)775-2164 httpJlpurchasing.ci.lubbock.tx.us ITB# 10-009-DD, Addendum # 1 ADDENDUM # I ITB # 10-009-DD IMPROVEMENTS AT MAE SIMMONS PARK DATE ISSUED: October 19, 2009 CLOSE DATE: October 29, 2009 @ 3:00 P.M. The following items take precedence over specifications 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. 1. Bidders must submit the "REVISED" BID SUBMITTAL FORM, attached. 2. Please refer to the attached Davis Bacon Wage Rates, to obtain the plumbing and electrical pay rates for Lubbock County. Bidders may also access the U. S. Department of Labor web site at the following web address: httn://www.apo.gov/davisbacon/allstates.htmi s 3. Bidder must provide to the City, verification that they are Certified as an Industrialized Housing and Building Manufacturer in the State of Texas as required by Texas Department Licensing and Regulation. httn://www.license.state.tx.us/ 4. Bidders who may want to provide an approved equal and if awarded, will be required to submit a complete set of sealed plans and specifications by an engineer licensed in the State of Texas. All requests for additional information or clarification must be submitted in writing and directed to: Darlene Doss, Buyer, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457 Questions may be faxed to (806)775-2164 or Email to ddoss@mylubbock.us. THANK YOU, CITY OF LUBBOCK Z)41&W ye" Darlene Doss Buyer It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the bidders responsibility to advise the City of Lubbock Buyer if any language _requirements, etc., or__any combinations thereof, inadvertently restricts or limits the requirements stated._ n._this. ....ITB to a single source. Such notification must be submitted in writing and must be received by the Buyer no later than five (5) business days prior to the bid close date. A review of such notifications will be made. t J ITB# 10-009-DDadl CITY OF LUBBOCK INVITATION TO BID FOR TITLE: IMPROVEMENTS AT MAE SIMMONS PARK 1. ..;' ADDRESS: LUBBOCK, TEXAS ITB NUMBER: 10-009-DD Contract # 9214 PROJECT NUMBER: 80025.9716.20000 s CONTRACT PREPARED BY: PURCHASING & CONTRACT MANAGEMENT Page IntentionaHy Left Blank City of Lubbock, TX Purchasing & Contract Management Office Contractor Checklist for ITB ## 10-009-DD Before submitting your bid, please ensure you have completed and included the following: r1. V 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 of black ink, and by hand. Amounts shall be written in both words and numerals and in the event of a discrepancy the amounts written in words shall govern. Include corporate seal and Secretary's signature. Identify addenda received (if any). Include frm's FEDERAL TAX ID -number or Owner's SOCIAL SECURITY number. 2. V/ 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. v Clearly mark the bid number, title, due date and time and your company name and address on the P Y outside of the envelope or container. 4.y Ensure your bid is RECEIVED by the City of Lubbock Purchasing & Contract Management Office prior, to the deadline. Late bids will not be accepted. S. Complete and sign the CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT. This must include the signature of the agent or broker. Contractor's signature must be original. 6.y Complete and sin the SAFETY RECORD QUESTIONNAIRE. All "YES" responses must be P g Q P explained in detail and submitted with Bid. 7. Complete and sign the SUSPENSION AND DEBARMENT CERTIFICATION. Include farm s FEDERAL TAXID number or Owner's SOCIAL SECURITYnumber. S. Y Complete and submit the LIST OF SUB -CONTRACTORS. 3` FAILURE TO PROVIDE ANY OF THE ABOVJE MAY RESULT IN YOUR BID BEING DEEMED NON -RESPONSIVE AND, THEREFORE, NOT FURTHER EVALUATED. PLEASE INCLUDE THIS I COMPLETED PAGE AS THE FIRST PAGE OFYOUR BID SUBMITTAL. haop,coy)&&Ytt Dn pe or Print Company Name) No Text City of Lubbock, TX Purchasing & Contract Management Office Contractor Checklist for ITB # 10-009-DD ` Before submitting your bid, please ensure you have completed and included the following: p. 1. V 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. Amounts shall be written in both words and numerals and in the event of a discrepancy the amounts written in words shall govern. Include corporate seal and Secretary's signature. Identify addenda received (if any). Include fi m's FEDERAL TAX ID -number or Owner's SOCIAL SECURITY number. 2. V/ 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. V Clearly mark the bid number, title, due date and time and your company name and address on the outside of the envelope or container. 4.y Ensure your bid is RECEIVED by the City of Lubbock Purchasing & Contract Management Office prior to the deadline. Late bids will not be accepted. 5. V/ Complete and sign the CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT. This must include the signature of the agent or broker. Contractor's signature must be original. - 6. �/ Complete and sign the SAFETY RECORD QUESTIONNAIRE. All "YES" responses must be P g Q P explained in detail and submitted with Bid. 7. Complete and sign the SUSPENSION AND DEBARMENT CERTIFICATION. Include firm Is FEDERAL TAX ID number or Owner's SOCIAL SECURITYnumber. 8. V Complete and submit the LIST OF SUB -CONTRACTORS. FAILURE TO PROVIDE ANY OF THE ABOV)E 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. pe or Print Company Name) I NOTICE TO BIDDERS Pau Intentionally Left Blank NOTICE TO BIDDERS ITB #10-009-DD Sealed bids addressed to Darlene Doss, Buyer, City of Lubbock, Texas, will be received in the office of the Buyer, Municipal Building, 1625 13th Street, Room 204, Lubbock, Texas, 79401, until 3:00 P.M. October 29, 2009 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: "IMPROVEMENTS AT MAE SIMMONS PARK" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Buyer and publicly read aloud. It is the sole responsibility of the bidder to ensure that his bid is actually in the office of the Buyer for the City of Lubbock, before the expiration of the date above first written. Bids are due at 3:00 P.M. on October 29, 2009 and the City of Lubbock City Council will consider the bids on November 19 2009 at the Municipal Building, 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 $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of "A" or better. THE BONDS MUST IN A FORM ACCEPTABLE TO THE CITY ATTORNEY AND MUST BE DATED THE SAME DATE THAT THE CONTRACT WAS AWARDED. 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 a 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 22, 2009 at 9:00 A.M. in the Parks Department J Conference Room at 1010-9'h Street, Lubbock, Texas. Bidders may view the plans and specifications without charge at The Reproduction Company, 2102 ` Avenue Q, Lubbock, Texas 79405 or at www.thereproductioncgMM.com. ONE SET OF PLANS AND SPECIFICATIONS MAY BE OBTAINED, AT THE CITY'S EXPENSE, FROM THE REPRODUCTION COMPANY WITH A $100 REFUNDABLE DEPOSIT, Phone: (806) 763-7770. Deposit Checks shall be made PAYABLE TO THE CITY OF LUBBOCK, and will be refunded if documents are returned in good condition within Sixty (60) days after the opening of bids. Additional sets of plans and specifications may be obtained at the bidder's expense. I 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 Managcme Officer 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, ano.: the requirements contained therein concerning the above wage scale and payment by the contractor of t prevailing revailin 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 t advertisement, minority and women business enterprises shall be afforded equal opportunities to submit bi s in response to this invitation and will not be discriminated against on the grounds of race, color, set - disability, or national origin in consideration for an award_ The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre-be meetings and bid openings are available to all persons regardless of disability. If you require speci assistance, please contact the Purchasing & Contract Management at (806) 775-2168 or write to Post Office Box 2000, Lubbock, Texas 79457 at least 48 hours in advance of the meeting. 1-I CITY OF LUBBOCK DARLENE DOSS PURCHASING & CONTRACT MANAGEMENT GENERAL INSTRUCTIONS TO BIDDERS 0 Page Intentional) Left Blank GENERAL INSTRUCTIONS TO BIDDERS ' " 1 BID DELIVERY, TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish IMPROVEMENTS AT :,. MAE SIMMONS PARK per the attached specifications and contract documents. Sealed bids will be received no later than 3:00 P.M. on October 29 2009 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 #10-009-DD, Improvements at Mae Simmons Park" 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: Darlene Doss, Buyer 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. 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 r as needed for the clarification of the Invitation to Bid (ITB) documents, a non -mandator rLpre-bid meeting will be held October 22 2009 at 9:00 A.M. in the Parks Department Conference Room at ' 1010-9"'_Street,_ Lubbock, Texas. All persons attending the meeting will be asked to identify . _ themselves and the prospective bidder they represent. x 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 WITHOUT 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 request an interpretation thereof from the Purchasing and Contract Management Office. At the request of q iP g g q 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.bids nc.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 Lubbo shall not be legally bound by any amendment or interpretation that is not in writing. Only informatid.,< 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 recei 1 of this ITB with any individuals, employees, or representatives of the City and any information that in 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 RE UIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with _t 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 examinatio that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation 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. 1 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shalt be given to the Purchasing and Contract Management Officer and a clarification obtained befo the bids are received, and if no such notice is received by the Purchasing and Contra Management Officer prior to the opening of bids, then it shall be deemed that the bidder fu 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 a Contract Management Officer before bidding of any discrepancies or omissions, then it shall 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 la than five (5) calendar days prior to the opening of bids. 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 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 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, i.. including trade secrets and commercial or financial information, clearly identify those portions. i� 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decl ne to release such information initially, but please note that the final determination of whether a particur portion of your bid is in fact a trade secret or commercial or financial information that may be withh from public inspection will be made by the Texas Attorney General or a court of competent jurisdictii . 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 jus y your legal position in writing to the Texas Attorney General pursuant to Section 552305 of . 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 uni 11 Section 552.110 of the Government Code and Section 252.049 of the Local Government Code, then sty information will be made available to the requester. 6.3 Marking your entire bid CONFIDENTIAUPROPRIETARY is not in conformance with the Texas O} Records Act. 2 -' 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. S 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, e� 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 i 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. jj I 1 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 1N UIRIES 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 responsibili1y to advise the Purchasing and Contract Management Officer if any language, -:: re uirements etc., or any combinations thereof, inadvertently restricts or limits the re uirements 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: I ' Darlene Doss, Buyer v City of Lubbock Purchasing and Contract Management Office 1625 131h Street, Room 204 Lubbock, Texas 79401 Fax: 806-775-2164 Email: ddoss(&mylubbock.us Bidsync: wrvNv.bidsync.com 3 13 14 15 16 17 TIME AND ORDER FOR COMPLETION 13.1 The construction covered by the contract documents shall be substantially completed within SEVENT FIVE (751 WORKING 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 submitted, and it is determined by the City that the progress of the work is not in accordance with 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. Val PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. ._6 AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of t - 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. MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade w'- be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not retie the Contractor of full responsibility for providing materials of high quality and for protecting them adequate until incorporated into the project. The presence or absence of a representative of the City on the site will n relieve the Contractor of full responsibility of complying with this provision. The specifications for materials methods set forth in the contract documents provide minimum standards of quality, which the Owner believ necessary to procure a satisfactory project. t.. 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 Own( " a written general guarantee which shall provide that the Contractor shall remedy any defects in the wo J and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials p 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 di I (including, but not limited to calculating, comparing and sequencing) of all hardware, software a� 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 ` be recognized and accommodated and will not, in any way, result in hardware, software or firmw 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 stk__ 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 obligatio contained herein, may result in the City of Lubbock availing itself of any of its rights under the law a 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 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 ten 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. w,s 21 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It small 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 1 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 i 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 r 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 5 `t 1. of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shad use utmost care so as not to endanger life or property and the Contractor shall further use only sucii F 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 th"' contract, it shall be the duty of the Contractor to notify each utility company having structures (above 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 in deem necessary to protect their property from injury. Such notice, however, shall not relieve t 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 t U, 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 f this contract is in progress. - 25 INSURANCE 25.1 The Contractor shall not commence work under this contract until he has obtained all insurance J._ 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 t City and written notice of cancellation or any material change will be provided ten (10) days in advan 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 1' of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified her 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 contrac whether performed by the Contractor or a subcontractor, or separate policies shall be provided coveri the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall submitted before contract execution_ 25.2 PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN T FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATIS4" FURNISHED SHALL NAME THE CITY OF LUBBOCK AS A PRIMARY ADDITION I INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHAD f BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROd-.� OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. " 26 LABOR AND WORKING HOURS 26.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wag "3 included in these contract documents. The wage rate that must be paid on this project shall not be l 'J 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 2259 Prevailing Wage Rates providing for the payment of the wage schedules above mentioned and 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 t� t maybe applicable. Construction work under the contract requiring an inspector shall not be performed' h weekends or holidays unless the following conditions exist: t .: 6 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. 26.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the .e 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 weekends 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 x" 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 engaged at the site of ._e the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, sixty dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 28 PROVISIONS CONCERNING ESCALATION CLAUSES ,. 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. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and 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 price written in words and the price written in figures, the price written in words shall govern. 292 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: 30 31 293.1 Bidder's name 29.3.2 Bid for (ITB-10-009-DD Improvements at Mae Simmons Park). 29.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 29.5 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 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 following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bonds (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. 0) Insurance Certificates for Contractor and all Sub -Contractors. 0) 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. 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 17 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. r 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 to 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' hoarse 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. m` 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 9 worker is employed by the contractor or any subcontractor in the execution of the contract for the project. 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: hM://www.jzpo.gov/davisbacon/allstates.html 34A 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 $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. 10 I BID SUBMITTAL FORM r,. Page Intentionally Left Blank k; "REVISED" BID SUBMITTAL FORM UNIT PRICE BID CONTRACT DATE: October 29, 2009 PROJECT NUMBER: 10-009- DD - IMPROVEMENTS AT MAE SIMMONS PARK Bid of Craig Wallace Construction, LLC . (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 construction of a IMPROVEMENTS AT MAE SIMMONS PARK, 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. Estimated Item Quantity No. & Unit Description of Item Total Amount 1. 1 LS Mobilization/demobilization, including insurance, bonds, and trove-in/move-out related costs, complete. TOTAL ITEM #1: Six thousand 6,000.0�S( 6,000.00 (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) 2. l LS Earthwork, including grading, embankment fill, topsoiling, clearing and grubbing, Complete. Seven thousand three hundred 7,300.00 TOTAL ITEM #2: $_ 7,30000 } _ _ _ILS( (Unit Price Amounts shall be shown in both words and numerals, in case of discrepancy, the amount shown in words shall govern.) 3. 1 LS Demolition, including the removal and proper disposal of all items shown in the plans. ftiAr 500, 00 Ll od TOTAL ITEM #3: -F4--,Ae thousand five hundred S , (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) 4. 1 LS Furnish and install concrete slab for CXT Restroom Building (including plumbing), complete in place. , do I'Do, 00 3 TOTAL ITEM #4: --F� thousand two hundred /LS( (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall . govern.) Bidder's Initials m ,>. �...... � ��,. _.,._ ,�.. _... .� _ a ..� ,. ��, � �, ,,,� �: � ��. �, --�ff �,�...�, d. �..,,�.w F ,r�� _..�,. .r_ _�,� __�. t Item Estimated No. Quantity & Unit Description of Item Total Amount 5. 1 LS Furnish and install submersible lift station, including wet well pumps, fittings, piping and appurtenances, controls, valves and all other items necessary to have a working lift station, complete in place. Vst 7,r®,100 Twenty thousand 23 ,STO, aD r[� TOTAL ITEM Amounts hal be shown to both worlds and numerals. In ease of discrepancy,.. � /L� _ d fifty the amount shown in words shall govern.) 6. 1 LS Furnish and install electrical work as shown and specified, complete in place W 10,800.00 ,800.00 TOTAL ITEM Amountseshall be shown i both words and eight incase od discrepancy, the amount shown in words shall govern..., . 0 (u ) N iE, 7. 1 LS Furnish and install 8-foot approved chain link security fence including access gates and color as shown in specs, complete in place. 2,500.00 TOTAL ITEM #7: Two thousand five hundred $ /L S 2,500.00 (Unit Price Amounts hall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) -� 8. 1 LS Grass seeding as specified, complete in place TOTAL ITEM #8: 2,400.00 Two thousand four hundred $ /IS(_ 2,400.00 (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) 9. 1,300 SF Install concrete sidewalk as shown on plans, complete in place. TOTAL ITEM #9: Four and 5 5 / 10 05,915.00 (Unit Price Amounts shall be shown in both words and numerals. In ease of discrepancy, the amount shown in words halfgovern.) ) 10. 25 LF Fumish and install concrete curb and gutter as shown on plans, complete in place. _i TOTAL ITEM # 10' Twenty two and 00/1002 2 . 0 0 II F( 550.00 (Unit Price Amounts shaft be shown in both words and numeralsOdiscrepancy, pin case of die an the amount shown in words shall, , govern) 11. 80 LF Furnish and install 2-inch, approved force main, complete. TOTALITEM#11: Twelve and 80/100 $ 12.80 /LF 1,024.00 V (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) 12. 55 LF Fumish and install 4-inch, approved gravity sewer pipe, complete. TOTAL ITEM #12: Nineteen and 00/100 $ 19 .00 /LF 1,04 5 - 00 (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) 13. 32 LF Furnish and install 2-inch, approved water line pipe, complete in place. TOTAL ITEM#13: Thirteen and 00/100 $ 13.00 /LF 416.00 (unit Price Amounts shall be shown in both words and numerals. incase of discrepancy, the amount shown in words shall govern_) 14. 2 EA Remove and relocate ADA parking sign complete and in place. Two hundred fifty $ 0.00 TOTAL ITEM # 14: Y 2 5 0 .0 0 /EA( 5 0 � (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words hall govern.) • ... L Bidder's Initials 2 Item Estimated No. Quantity _ & Unit Description of Item Total Amount 15. 1 EA Furnish and install ADA ramp, complete in place TOTAL ITEM #15: Eight hundred ten $ 810 .00 /EA 810.00 (unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) 16. 5 SY Asphalt pavement repair, as specified, complete in place. TOTAL ITEM # 16: One hundred five $ 105.00 /SY 525.00 (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) 17. 1 LS Parking lot striping, as shown in plans, complete in place. TOTAL ITEM #17: Six hundred $600.00 /LS 600.00 (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) 18, 1 LS Furnish and install concrete building, as shown on plans, including but not limited to interior electrical, fixtures, plumbing and miscellaneous appurtenances, complete in place ne 00 nit Price Amounts l hall be shown words twentyd u fight thousand $ 8' 0 0` /LS(128,000.00 ) TOTAL ITEM # 18: Ns an numerals. in case of discrepancy, the amount shown in words shall govern) TOTAL BID, ITEMS #1 - #18: MA' 122,901.00 LABOR: R We iit $ 01, 9 4-4 E) TOTAL BID =4 hundred housand 10611 1J,4 . , 0o ITEMS #1 - #18: hundred thirty f ive and 00/100 $ `ely (Unit Price Amounts shall be shown in both words and numerals, In case of discrepancy, the amount shown in words shall govem.) 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 7S {SE.VENTY-FIVE) WQRKING 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 $100 BONE HUNDRED) for each day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (45) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. 77 - Bidder's Initials t I Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than: five percent (5%) of the total f ' ` amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ ) or a Bid Bond in the sum of (� which it is agreed shall be collected and retained b the Owner as liquidated g y q dated 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 ten (10) business days after the date of receipt of t. 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 Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), 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 SUBMITTAL FORM PRIOR TO BID OPENING. (Seal ifBidder is a Corporation) 414i Bidder acknowledges receipt of the following addenda: Addenda No. f Date 10- 44- 01, Addenda No. Date Addenda No. Date Addenda No. Date r\ (Printed or -Typed Name) Compaq 1 i Address • - - State Zig Code Telephone: O Fax.9co �- 1 ,nl FEDERAL TAX ID or SOCIAL SECURITY No. MI"E Firm: Woman Black American Native American Hispanic American Asian Pacific American Other (Specify) ® RLI Insurance Company I� BOND P.O. Box 3967 Peoria IL 61612-39BN 1.1 RLI 67 Phone:309-692-1000 IF= 309-692-8637 KNOW ALL MEN BY THESE PRESENTS, That We, Craig Wallace Construction LLC. Of 3309 101st Street Lubbock TX 79423 as Principal, and RLI Insurance Company , of Peoria , as Surety, an Illinois corporation duly licensed to do business in the State of are held and firmly bound unto City of Lubbock, Box. 2000, Lubbock, TX. 79457 as Obligee, in the penal sum of Five Percent of the Greatest Amount Bid ( 5% GAR for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas the Principal has submitted, or is about to submit, a proposal or a bid to the Obligee on a contract for Parks Improvements Including a Lift Station PiRing. and Concrete Work NOW, THEREFORE, if the aforesaid principal shall be awarded the contract, the said principal will within the period specified therefore, or if no period be specified, within ten (10) days after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void, otherwise the principal and the surety will pay unto the obligee the difference in money between the amount of the bid of said principal and the amount for which the obligee may legally contract with another party to perform the work if the latter amount be in excess of the former, in no event shall the liability hereunder exceed the penal sum hereof: PROVIDED AND SUBJECT TO THE CONDITION PRECEDENT, that any suits at law or proceedings in equity brought or to be brought against the Surety to recover any claim hereunder must be instituted and service had upon the Surety within ninety (90) days after the acceptance of said bid of the Principal by the Obligee. SIGNED, SEALED AND DATED this 29th day of _ October 2009 ADDRESS ALL CORRESPONDENCE TO: RLI Surety ( P.O. Bog 3967 Peoria, IL 61612 309-692-1000 Craie Wallace Construction LLC. ncipal By: RLI Insurance Company By: Randy anon Attorney -In -Fact C0006304-10,0 No Text RLI' RLI surety P.O. Box 3967 l Peoria,ll.. 61612-3967 Phone: (800)645-2402 1 Fax: (309)689-2036 www.rlicotp.com Know All Men by These Presents: POWER OF ATTORNEY RLI Insurance Company That the RLI Insurance Company, a corporation organized and existing under the laws of the State of Illinois, and authorized and licensed to do business in all states and the District of Columbia does hereby make, constitute and appoint: Glen Ritter, Randy Barron, Bobby W. Bush in the City off, State of— Tglsas __ as Attorney in Pact, with full power and authority hereby conferred upon him/her to si acknowledge and deliver for and on its behalf as Surety and as its act and deed, all of the following classes of documents to -wit. gn, execute, Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding in any court of law or equity; policies indemnifying employers against loss or damage caused by the misconduct of their employees; official, bail and surety and fidelity bonds. Indemnify in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waivers to modify or h c ange or ex#end any bond or document executed for this Company, and to compromise and settle any and all claims or demands made or existing against said Company. The RLI Insurance Company further certifies that the following is a true and exact copy of Resolution adopted by the Board of Directors of RLI Company, and now in force to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bands, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile.,, IN WITNESS WHEREOF,the with its corporate seal �Comoan_ 22 nd y —= has caused these presents to be executed by R its V' affixed this day of June ATTEST: Cynthia S. Dom Assistant Secretary State of County of SS RLI Insurance Company 13y: Roy C. se Vice President i On this 22nd day of _ 2Q)9( before me a NotaryPublic personallyappearedRoy„Q Die _ and Hall Cmth,a "^1•"' who being by me duly swom, acknowledged that they signed the above Power of Attorney as _ and respectively, of the said C'ompany and acknowledged said instrument to be the voluntary act and deed of said corporation. ;�7- ;Z-4,0— 'OFFICIAL SEAL" cquelineM.B kler I "� F JACQUELINE K BOCKLER Notary Public S"`TEOF eu"M COMMISSIONEXPIRE503/01/10 A0056D04 CITY OF LUBBOCK INSURANCE REQUIREMENT AFFI DAVIT To Be Completed by Offeror and Agent And Attached to Proposal Submittal I, the undersigned Offeror, certify that the insurance requirements contained in this proposal document have been reviewed by me with the below identified 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 proposal, Contractor (Signature) Con -tor (Print) CONTRACTOR'S FIRM NAME: PO-1 t' (Print orType) CONTRACTOR'S FIRM ADDRESS (� � , 1- , �x L �' -7q'45 Name of AgentBroker: Agent / Broker (Signatur Address ofAgent/Broker: Po sox 53910, Lubbock, TX 79453 City/Statelzip: Lubbock, TX 79453 AgentlBroker Telephone Number: 806 785-1988 Date: Services NOTE TO CONTRACTOR If the time requirement specified above is not met, the City has the right to reject this proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Public Works Contracting Officer for the Citv of Lubbock at (806) 775-2163. 61 d... i 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 g City may consider any incidence involving worker safety or safety of the citizens of the City of Lubbock, be it related or caused by environmental, mechanical, operational, supervision or any other cause or factor. Specifically, the City may consider, among other things: a, Complaints to, or final orders entered by, the Occupational Safety and Health Review Commission (OSHRC), against the 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 (MCC) (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. f C. Convictions of a criminal offense within the past ten (10) years, which resulted in bodily harm or death. �_.d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of the .. 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. i 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) A ' questions and submit them with their bids: g QUESTION ONE €i 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? t YES NO X 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 t assessed. Bidder's Initials 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 NO X 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 in serious bodily injury or death? YES NO X 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 f COUNTY OF LUBBOCK 3 I certify that I have made no willful misrepresentations in this Questionnaire nor have I withheld information in my I . statements and answers to questions. I am aware that the information given by me in this questionnaire shall be L investigated, with my full permission, and that any misrepresentations or omissions may cause my bid to be rejected r t- S1 President, Craig Wallace Construction Title 2 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). r' ...; 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. eBefore 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. 1, the undersigned agent for the firm named below, certify that neither this firm nor its principals are suspended or debarred by a Federal agency. COMPANY NAME: Craig Wallace Construction LLC FEDERAL TAX ID or Signature of Company Printed name of company official signing above: _ _ Craig Wallace, J.r. _ Date Signed: _ 0 �i LIST OF SUB -CONTRACTORS V, Page Intentionally Left _Blank LIST OF SUB -CONTRACTORS Company Name and City Minority Owned Yes or No M C;l 1, AES Precast North art AL 2. Westech Electric Lubbock TX 3. HO Weaver, Lubbock, TX 0 4. Kirkland Concrete Lubbock TX 5. JSL Landscaping, Lubbock TX 9. O 0 10, 11. 0 0 12. 0 0 13. 14. CJ C71 1 5. THIS FORM SHALL BE COMPLETE© AND RETURENO WITH BID IF NO SUB-CONTRACTYORS WILL BE USED PLEASE INDICATE SO ITS # 10-009-00 - IMPROVEMENTS AT MAE SIMMONS PARK PAYMENT BOND Page Intentionally Left Blank STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.02 ](a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $50,000) KNOW ALL MEN BY THESE PRESENTS, that Craig Mara construction, UC (hereinafter called the Principal(s), as Principa)(s), and M Insurance any (hereinafter called the Surety s), as Suret (s), are held a d fir►n[v bound unto the Cit f b ck (hereinafter called tile. Obligee), in the amount of -nine t1lousand three Dollars {$ ,�."" )lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, an their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. VJHERCAS, the Principal Iias Cergd into $gtain written contract with the Obligee, dated the 1�! day of November , 2009, to Improvements at aaanons 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 liereof as fully and to the same extent as ifcopied at length herein. NOW, THEREFORE, THE CONDITION OF "PHIS OBLIGATION IS SUCH, that if (lie 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 oil this bond shall be determined in accordance with the provisions of said Article to the same extent as if it wcrc copied at length lferein_ IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 21st day of December 2009. IU Insurance Company Craig Wallace Construction, LIG (Company Name) By. Craig C. Wallace, Jr. ! Nam (Sif;n ture) Manager (Title) The undersi ned surety company represents that it is duly qualified to do business in Texas, and hereby Kevin J. �unr� designates an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out ofsuch suretyship. RU Rmrmce gaany Surety (Title) evin J Attorney in Fact Approved as t Form City of L b ek By: City Attorney * Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing; that this person has authority to sign such obligation. if signed by an Attorney ill Fact, we ttutst have copy of power of attorney for our files. e . RLI Surety POWER OF ATTORNEY RLI` P.O. Box 3967 [ Peoria, IL 61612-3967 Phone: (800)645-2402 Pax: (309)689-2036 RLI Insurance Company www.rlicorp.com g -- Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. F That RLI Insurance Company, an Illinois corporation, does hereby snake, constitute and appoint: Irga Tucker. i Tucker. KevinBrown. jointly or severally. in the City of Fort Worth , State of _ Texas _ its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million Dollars ($10,000,000) for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of RLI Insurance Company, and now in force to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of __. the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." jIN WITNESS WHEREOF, the RLI Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed this 5th day of August t 2009 SEAL : 3 State of Illinois 1, SS County of Peoria '�•,; C t N oO,�•°• hnq",u,u On this 5th day of August t 7.009 , before me, a Notary Public, personally appeared Rgy C. Die , who being by me duly swom, acknowledged that he signed the above Power of Attorney as the aforesaid officer of the RLI Insurance Company and acknowledged said instrument to be the voluntary act and deed of said corporation. ... By: Jae cline M. Bock r Notary Public .s '6 "OFFICIAL SEAL" i` JACOUEtINE M. BOCKLER STATE OF u-m COmMSSIONEXPAES03/0k/10 s 1 RLI Insurance Company By: --�- Roy C. Di Vice President CERTIFICATE 1, the undersigned officer of RLI Insurance Company, a stock corporation of the State of Illinois, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable; and furthermore, that the Resolution of the Co€ pany as set fo€Kh in the Power of Attorney, is now in force. In testimony whereof, I have hereunto set my hand and the seal of the RLI Insurance Company this 21St day of IJerald= .. M_. RLI Insurance Company By: _— Roy C. D' Vice President 4268791030110 A0059207 IR RLI IntCAaP.O.Box39G7 Peoril L blh2-39E7 TEXAS COMPLAINT NOTICE RLI Phone_309-692-1000 Fax:309-692-8637 IMPORTANT NOTICE To obtain information or make a complaint: You may call RLI Insurance Company's toll free telephone number for information or to make a complaint at 800-483-9754 . You may also write to RLI Insurance Company at: 909 Lake Carolyn Parkway, Suite 800 Irving. TX 75039 FAX 0 972-241-6225 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at I-BUO-252-3439 You may write the Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 Web: htt2:/1w-vw.tdi.state.tx.us E-mail: ConsumerProtection(i?tdi.statr,,.tx:us. PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact RLI Insurance Company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. M4'_'0 r 907 Page Intentionally _L_ eft Blank :.�a,M%-'Icy ixT:��►a STATUTORY PERFORMANCE BOND PURSUANTTO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) KNOW ALL MEN BY THESE PRESENTSLL , tha� � r (herRLI Insurance Cc�rtpar►y cinafter called tlac Prinaipal(s), as I'rincipal(s), and {hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of . e hundred nznetx-nnine thousand three Dollars ($1`�� ) }awful money of the United States for the payment w tereo , t �c sar rincipal 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 19thday of November , 2009, to IWrovawnts at Mae Sitm►ons Park 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 faitlrfully perform (lie 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 [lie Texas Government Code, and al1'liabilities oil 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 WI.iEREOF, the said Principal (s) and Surety (s) have signed and scaled this instrument this 21st day of Faber . 2009. " 1U Insurance Compan Craig Wallace Construction, LLC Surety �' (Company Name) * By: mt� ce, Jr. Titie)Kevinn J. nn, At orney—ill Fact Manager (Title) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates Kevin. J. Durin 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. Approved as to fonn: City of L b k By: - (&;�_ City Attorney Surety eCompany {Title} Ke7 Dunn, orney-in-rac t :Va * Vote: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. if signed by'an Attorney in Fact, we must have copy of power of attorney for our files. RLI Surety RU P.O, Box 3967 [ Peoria, IL 61612-3967 Phone: (800)645-2402 i Fax: (309)689-2036 www.rticorp.com POWER OF ATTORNEY RLI Insurance Company l m': Know All Men by These Presents: ` That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. �...; That RLI Insurance Company, an Illinois corporation, does hereby make, constitute and appoint: Trac k r Tobin Tudor. Kevin J. Dunn. W Lawrence Br wn jointly or sev rall . 1 ' in the City of Fort Worth _ , State of IM25 its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million Dollars ($10,000,000) for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of RLI Insurance Company, and now in force to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of i.. ° the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company has caused these presents to be executed by its _ Vice President _ _ with its ' corporate seal affixed this 5th day of,,,., Aueust , 2009 ___ jv ooRPORAr. �. State of Illinois - s5 E f� Z ' SS County of Peoria `64 un�,o+�• �.., On this _ 5th day of Au sg 2009 before me, a Notary Public, personally appeared Roy C. Die_ _ _, who being by me duly swom, acknowledged that he signed the above Power of Attorney as the aforesaid officer of the RLI Insurance Company and acknowledged said instrument to be the voluntary act and deed of said corporation. By: rC . Jac eline M. Bock r Notary Public "OFFICIAL SEAL"'s a JACO4IELINE M. BOMER aw,® C0 >wu155€C,NUNRES03/0I/10 RLI Insurance Company By. Roy C. Di j Vice President CERTIFICATE 1, the undersigned officer of RLI Insurance Company, a stock corporation of the State of Illinois, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable; and furthermore, that the Resolution of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof, I have hereto set my nd a d the seal of the.Rl�I Insurance Company this st day of �JIH RLI Insurance Company By: _L Roy C. D' Vice President 4268791030110 A0059207 t CERTIFICATE OF INSURANCE Page Intentionally Left Blank a� EP CERTIFICATE OF LIABILITY INSURANCE 12A3` ��`� ) PRODUCER Phone: 972-770-1600 Fax: 972-770-1699 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION McQueary Henry Bowles Troy LLP 8144 Walnut Hill Lane 16th Floor ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Dallas TX 75231 III INSURERS AFFORDING COVERAGE NAIC # :INSURED .Craig Wallace Construction, LLC P . O . Box INSURER A: Amer isure Mutual Insurance Co 23396 INSURER 8: Ameri sure Insurance Com an 9488 INSURER C:Hanoyer Insurance Co. Lubbock. TXX 79493 INSURERD:TeXas Mutual Insurance Com an 2945 INSURER E: COVERAGES -HE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A13OVE FOR THE POLICY PERIOD INDICATED. aLNIOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1NSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE 10/1/2009 POLICY EXPIRATION LIMITS A GENERAL LIABILITY CPP2064758 10/1/2010 EACH OCCURRENCE $ 1 000 000 [[[[[[ X COMMERCIAL GENERAL LIABILITY CLAIMS MADEX�__ OCCUR DAMAGE T RENTED PREMISES ocarnanee $ 3 0 0 00 0 MED EXP (Any one person) $ 10 0 00 PERSONAL & ADV INJURY $ 1 000 000 X Cnrttract ua7 GENERAL AGGREGATE $ 2 000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2 0 0 0 0 0 0 POLICY X PRO- LOC A AUTOMOBILE LIABILITY ANY AUTO CPP2064758 10/1/2009 10/l/2010 COMBINED SINGLE LIMIT (Ea accident) $1, 0 0 0, 0 0 0 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULEDAUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY CU2 0 6 4 7 5 9 10 / l/ 2 0 0 9 10 / 1/ 2 010 EACH OCCURRENCE $ 5 0 0 0 0 0 0 X OCCUR CLAIMS MADE AGGREGATE $ 5 0 0 0 0 0 0 $ DEDUCTIBLE $ j{ RETENTION $ 0 e0 WORKERSCOMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRtETOR1PARTNERIEXECUTiVE ❑ OFFICERIMEMBER EXCLUDED? T$F0001157376 10 1 2009 / / 10/1/2010 X 1NCSTATU- OTH- E.L. EACH ACCIDENT $ 1 000 000 E.L. DISEASE - EA EMPLOYEE $ 1 0 0 0 0 0 0 (Mandatory In NH) "yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ 0 0 0 0 ;C OTER Builders Risk IHD6416536 10/1/2009 10/1/2010 * All except $7,500,000 Frame, BV & Stucco $5,000,000 Temp Locs/Transit $250,000 Deductible $1,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS 7ertificate Holder is named as Additional Insured under the General Liability blanket form (CG7085 0304), Automobile Aability blanket form (CA7165 1007), and Umbrella Liability (Follow Form) and provided Waiver of Subrogation under the eneral Liability blanket form (CG7063 1005), Automobile Liability blanket form (CA711S 0508), Workers Compensation lanket form (WC420304A) and Umbrella Liability (Follow Form) policies, but only to the extent that the limits and forms are required to satisfy the terms of a written contract. The General Liability insurance is Primary & Non `:ontinued... ` GCI[ I IrIUA I C HVLUCK UANULLLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30* DAYS WRITTEN NOTICE TO THE City of Lubbock ** CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO % Purchasing & Contract Mgmt, Offc. SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON 1625 13th Street, Ste. 204 THIS INSURER, ITS AGENTS OR REPRESENTATIVES. Lubbock TX 79401 AUTHORIZED REPRESENTATIVE ACORD 25 (2009101) 01988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 26 (2009101) blanket form (CG7O85 0304). -1�3uilders Risk * All jobsites and temporary location are excluded in Florida, High and Moderate Hazard and Tier One & Two Counties as listed on policy. Includes Flood with $1,000,000 sublimit, $25,000 Deductible and Earthquake with a $1,000,000 sublimit and $25,000 Deductible. Flood is provided if structure is located within Flood Zone C or unshaded X or outside of the 500 year flood plain, as defined by FEMA. Earthquake is provided if structure is located outside 200 miles of New Madrid, MO or the States of California, Oregon, Utah and Washington. * Subject to ten days notice of cancellation due to non-payment of premium. RE: ITB-10-009-DI) - Improvements at Mae Simmons Park t** Certificate Holder Includes: City of Lubbock, its officers, agents & employees 11 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 OIL INSURANCE POLICY NUMBER EFFECTIVE EFFECTIVE LIMITS DATE DATE GENERAL LIABILITY D Commercial General Liability General Aggregate $ ❑ Claims Made Products-Comp/Op AGG $ Occurrence Personal & Adv. Injury $ 0 Owner's & Contractors Protective Each Occurrence $ D Fire Damage (Any one Fire) $ Med Exp (Any one Person) $ AUTOMOTIVE LIABILITY D Any Auto Combined Single Limit $ D All Owned Autos Bodily Injury (Per Person) $ D Scheduled Autos Bodily Injury (Per Accident) $ 0 Hired Autos Property Damage $ D Non -Owned Autos D GARAGE LIABILITY ❑ Any Auto Auto Only - Each Accident $ D Other than Auto Only: Each Accident $ Aggregate $ * BUILDER SRISK Q IGO% of the Total Contract Price $ ID INSTALLATION FLOATER $ EXCESS LIABILITY D Umbrella Form Each Occurrence $ Aggregate $ D Other Than Umbrella Form $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY The Proprietor/ D Included Statutory Limits Partners/Executive D Excluded Each Accident $ Officers are: Disease Policy Limit $ Disease -Each Employee $ OTHER The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or ,.. canceled by the insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or in case there is no legal requirement, in less than five days in advance of cancellation. r L' FIVE COPIES OF THE CERTIFICATE OF INSURANCE ws (Name of Insurer) MUST BE SENT TO THE CITY OF LUBBOCK 1.., By: Title: The Insurance Certificates Furnished shall name the City of Lubbock as a Primary Additional Insured on General 4 Liability and provide a Waiver of Subrogation in favor of the City of Lubbock. 5 E CONTRACTOR CHECKLIST A CONTRACTOR SHALL: (1) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate 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 providin, 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 en during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one ye thereafter;,. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days aft -, the contractor knew or should have known, of any change that materially affects the provision 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 a required to be covered, and stating how a person may verify current coverage and report failure to provi 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 b English and Spanish and any other language common to the worker population. The text for the notice 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 . CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME TI CITY OF LUBBOCK AS A PRIMARY ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK, OR IN THE ALTERNATIVE, SHALL F ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK C THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR' RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. 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." "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 JI 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: (i) a certificate of coverage, prior to the other person beginning work on the project; and (ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (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. Page Intentionally Left Blank F U E z V t:�, ,� �,;. �I �. ,..... �. _... r .. ..... �� �e� :w......wi �M�.., a..®u�.-.. w�-.w�+:.,..,,� n.�.,...w« e.J ...ear �+ra,w.-.�+��. ao-..„.�.„w.,e✓ +�.....-.-,.--,w b�..;....«. ,..,w m....., ++�-w«+� �...�.. ._...vi ww ...w-0 4A.w..�+.+� K ,✓ Page Intentionally Left Blank • ► O : • .10-H1! STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 19th day of NOVEMBER, 2009, 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 CRAIG WALLACE CONSTRUCTION LLC., of the City of LUBBOCK, County of TEXAS 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: BID #10-009-DD - IMPROVEMENTS AT MAE SIMMONS PARK 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. Craig Wallace Construction's bid dated October 29, 2009 is incorporated into and made a part of this agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance g 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. COMPLETE ADDRESS: Company IIMIC i . Address City, State, Z' ATTEST: Corporate Secretary s CITY OF LUBBOCK, TEXAS (OWNER): By: ��� MAYOR ATTEST: ro =e City S tary APPROVED AS, TO CONTENT: Owner' APP U TO FORM: City Attorney GENERAL CONDITIONS OF THE AGREEMENT q4' Page Intentionally Left Blank GENERAL CONDITIONS OF THE AGREEMENT OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit CRAIG WALLACE CONSTRUCTION LLC., who has agreed to perform the work embraced in this contract, or their legal representative. 3. OWNER`S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative CRAIG WUENSCHE, PARK_ DEVELOPMENT MANAGER, so designated who shall inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors or inspectors shall act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificates, and all other documents made available to Bidder for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to herein as the "contract" or "contract documents". INTERPRETATION OF PHRASES Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors shall look exclusively to Contractor for any payments due Subcontractor. The City reserves the right to approve or disapprove the selection of any subcontractor(s). 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the a who gives the notice. � party g� S. CONTRACTOR'S RESPONSIBILITIES Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machi equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all facilities necessary for the execution and completion of the work covered by the contract documents. U otherwise specified, all materials shall be new and both workmanship and materials shall be of a good qu; The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Mate or work described in words which so applied have well known, technical or trade meaning shall be held to such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract document; has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but stilt may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative 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. H. 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. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative 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 limes 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. 2 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. M. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative_ The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. s 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and i location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. r• 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 tl 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 sh inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinio - 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 Owned Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools equipment, machine and materials necessary in the rosecutio I P � machinery ry P and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, it is also understood that Owner shall not be held responsible for the care, preservation, conservation, protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed accepted. The building of structures for the housing of men or equipment are permitted only at such places as the Owne _x 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 pub] observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall 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. Contrac I shall make necessary arrangements and provide proper facilities and access for such observation and testing at aij 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 ea part of the work shall be ready for such observation. Owner or Owner's Representative may reject any such wq 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 previou '°� accepted the work through oversight or otherwise. If any such work should be covered without approval 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 locatipu where it is not convenient for Owner or Owner's Representative to make observations of such work or requ testing of said work, then in such event Owner or Owner's Representative may require Contractor to furns 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 to shall be in accordance with the methods prescribed by the American Society for Testing and Materials or sd„h 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 approvals 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 a approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such t tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. - t -E 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a .! claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; ..;) otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall snake such changes or alterations as shall make useless any worst already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The terra "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, ..:.� alteration or addition to the work as shown on the plans and specifications or contract documents and not covered ' by Contractors 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 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 (1 S%) 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. t In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragra shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foreme 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 incurre , together with all expenses incurred directly on account of such extra work, including Social Security, Old A Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all oth , 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 kept and records of these accounts shall be made available to the Owner's Representative. The Owne 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 t Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determine_ . 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 machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of t� 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 t 7, actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintain primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in t e "actual field cost." No claim for extra work of any kind shall be allowed unless ordered in writing by Owner`s Representative. 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 ex. work, make written request to the Owner's Representative for a written order authorizing such extra work. Sholi 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 maki ', written request for written order and shall keep adequate and accurate account of the actual field cost thereof ' 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. 1..... 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, r specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and tlt 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 these plans, specifications, or contract documents, shall be given to the Owners' Representative an . 41 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, them it shall be deemed that the Contractor fully understarf the work to be included and has provided sufficient sums in its bid to complete the work in accordance w,JIi 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 sufficient and adequate for completion of the project. It is further agreed that any request for clarificati P must be submitted no later than five (5) calendar days prior to the opening of bids. 25. RIGHT OF OWNER TO MODIFY METHODS AND E UIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality.oii work with the rate of progress required under this contract, the Owner or Owner's Representative may order Contractor in writing to increase their safety or improve their character and efficiency and the Contractor sL 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 s such an extent as to give reasonable assurance of compliance with the schedule of progress..- 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY . The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable �3 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 officers, agents and employees against any all losses, costs, damages, `i expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or :` II contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of _ cancellation or any material change 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 " 1 the City in conformity with the provisions hereof shall establish such waiver. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE ALONG WITH A COPY OF THE ADDITIONAL INSURED ENDORSEMENT. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS A PRIMARY ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. 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. f. 7 I� al C Commercial General Liability Insurance (Primary Additional Insured and Waiver of Subrogation required) The contractor shall have Comprehensive General Liability Insurance with limits of $1.000,000 Combined Single Limit in the aggregate and per occurrence to include: Products & Completed Operations Hazard Contractual Liability Personal Injury & Advertising Injury Heavy Equipment Endorsement XCU Endorsement Owner's and Contractor's Protective Liability Insurance - NOT REQUIRED. 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, $500,000 Combined Single Limit, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. 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 $500,000. 1. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of l� 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 s Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section _406.096, Texas Labor i 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 LJ 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 8 I 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 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. 8. The Contractor shalt 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. 9. 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 9 t( of (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 I a the provision of coverage of any person providing services on the project; and (g) contractually require each person with whore 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. G. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. s. (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 3f 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 1 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 (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 I ] 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: _.� a certificate of coverage, prior to that person beginning work on the project, so (�) g� P p g� g p J the governmental entity will have on file certificates of coverage showing 1 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 extensions 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: 1- REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee. " "Call the Texas Workers' Compensation Commission at 800-372-7713 or S12-804- 4000 (wrvw.tdhstate.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 beginning work on the project; 11 3 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; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i)-(viii), with the certificate of coverage to be provided to the person for whom they are providing services. 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 Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, material men and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of 12 this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to 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 officers, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors_ If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to 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 -I 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 L-d as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the 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. 13 W, 36, 37 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 $100 (ONE HUNDRED) 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. 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. f 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 carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. is 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. 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 14 where the work is stopped by order of the Owner or Owner's Representative for the Owner`s convenience, in g 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. .1 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their 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. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. � 1 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work [ by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the 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. t:::t 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the i . 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. 15 42. 43 44, 45 PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 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. 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. 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. 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. �E 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 16 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 by Owner's Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify l 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. 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 U 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 r 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: } 17 (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials a supplies as said Owner may deem necessary to complete the work and charge the expense of such lab 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 ti ell become due to the Contractor under and by virtue of this Agreement. In case such expense is less th the sum which would have been payable under this contract, if the same had been completed by 1-1 Contractor, then said Contractor shall receive the difference. In case such expense is greater than the suns which would have been payable under this contract, if the same had been completed by said Contract 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 newspap having a general circulation in the County of location of the work, may let the contract for the compk 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 t,. cost under this contract, such increase shall be charged to the Contractor and the Surety shall be all 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 Sure x shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work sh 11 have been finally completed, the Contractor and his Surety shall be so notified and certification of completion provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contr 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 shall pay the balance due as reflected by said statement within 30 days after the date of certification completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would ha , A 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 Own then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to t 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 designat hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the wo notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contrac t 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, s property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty c 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 deriVT 1 from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either pu , _1 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 Contrac� 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 extft permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided! 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 remed�e� available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provi in paragraph 34, hereinabove set forth. 18 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the l 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 $25,000. 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. 51 _ SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES i.._. Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work ` covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at ` the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. 55. HAZARDOUS SUBSTANCES AND ASBESTOS ` { Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, j 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 19 ., City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. 56. NONAPPROPRIATION All funds for payment by the City under this contract are subject to the availability of an annual appropriation for this purpose by the City. In the event of non -appropriation of funds by the City Council of the City of Lubbock for the goods or services provided under the contract, the City will terminate the contract, without termination charge or other liability, on the last day of the then -current fiscal year or when the appropriation made for the then -current year for the goods or services covered by this contract is spent, whichever event occurs first. If at any time funds are not appropriated for the continuance of this contract, cancellation shall be accepted by the Seller on thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City shall not be obligated under this contract beyond the date of termination. 57. THE CITY RIGHT TO AUDIT At any time during the term of this Contract and for a period of four (4) years thereafter the City or a duly authorized audit representative of the City, or the State of Texas, at its expense and at reasonable times, reserves the right to audit Contractor's records and books relevant to all services provided under this Contract. In the event such an audit by the City reveals any errors/overpayments by the City, Contractor shall refund the City the full amount of such overpayments within thirty (30) days of such audit findings, or the City, at its option, reserves the right to deduct such amounts owing the City from any payments due Contractor. 20 DAVIS BACON WAGE DETERMINATIONS Paize Intentionally Left Blank EXHIBIT A GENERAL DECISION: TX20080028 02/08/2008 TX28 Date: February 8, 2008 General Decision Number: TX20080028 02/08/2008 Superseded General Decision Number: TX20070028 State: Texas Construction Types: Heavy and Highway 11 Counties: Ector, Lubbock, Midland, Potter, Randall, Taylor and Tom Green Counties in Texas. HEAVY (excluding tunnels & dams) and HIGHWAY PROJECTS (does not include building structures in rest area projects). Modification Number Publication Date 0 02/08/2008 * SUTX2004-001 11/09/2004 Rates Fringes Asphalt Distributor Operator ... $ 9.25 0.00 Asphalt Heater Operator ........ $ 11.21 0.00 Asphalt paving machine operator$ 11.16 0.00 Asphalt Raker ..................$ 9.51 0.00 Broom or Sweeper Operator ...... $ 8.57 0.00 Bulldozer operator ...........$ 9.76 0.00 Carpenter. .....................$ 12.61 0.00 Concrete Finisher, Paving ...... $ 13.26 0.00 Concrete Finisher, Structures..$ 11.20 0.00 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator .......................$ 11.00 0.00 Electrician ....................$ 17.00 0.00 Form Builder/Setter, Structures$ 9.26 0.00 Form Setter, Paving & Curb ..... $ 9.82 0.00 Front End Loader Operator. ..... $ 10.52 0.00 Laborer, common ................$ 8.51 0.00 Laborer, Utility ...............$ 10.46 0.00 Mechanic .......................$ 16.85 0.00 Motor Grader Operator Rough .... $ 11.75 0.00 Motor Grader Operator, Fine Grade ..........................$ 13.50 0.00 Planer Operator ................$ 13.36 0.00 Roller Operator, Pneumatic, Self -Propelled .................$ 7.67 0.00 Roller Operator, Steel Wheel, Flat Wheel/Tamping.............$ 8.06 0.00 Roller Operator, Steel Wheel, Plant Mix Pavement .............$ 7.50 0.00 Scraper Operator ...............$ 8.50 0.00 Servicer .......................$ 8.98 0.00 Slip Form Machine Operator ..... $ 13.64 0.00 t Tractor operator, Pneumatic .... $ 12.00 0.00 3: Traveling Mixer Operator ....... $ 12.00 0.00 Truck driver, lowboy -Float ..... $ 12.67 0.00 Truck driver, Single Axle, Heavy ..........................$ 8.50 0.00___. Truck driver, Single Axle, Light .......... ................ $ 8.08 0.00 Truck Driver, Tandem Axle, is Semi -Trailer ...................$ 8.66 0.00 Fielder .........................$ 15.25 0.00 Work Zone Barricade Servicer... ---------------------------------------------------------------- $ 8.28 0.00 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 lasted may be added after award only as provided in the Labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. 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. I3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION L 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. Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required by the Fair Labor Standards Act. GENERAL DECISION: TX20080296 10/09/2009 TX296 Date: October 9, 2009 General Decision Number: TX20080296 10/09/2009 State: Texas Construction Type: Building County: Lubbock County in Texas. BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories). Modification Number Publication Date 0 07/24/2009 1 10/09/2009 BOIL0531-001 07/01/2008 Rates Fringes Boilermaker ....................$ 26.02 13.66 ---------------------------------------------------------------- BRTX0005-004 06/01/2009 Rates Fringes Bricklayer .....................$ ---------------------------------------------------------------- 24.16 8.31 CARP0665-002 05/01/2009 Rates Fringes Carpenter ......................$ ---------------------------------------------------------------- 20.28 5.31 ENGI0178-004 06/01/2009 Rates Fringes OPERATOR: Forklift ..............$ 22.70 9.35 ---------------------------------------------------------------- IRON0263-017 06/01/2008 Rates Fringes Ironworker, ---------------------------------------------------------------- reinforcing ........ $ 20.90 4.60 PAIN0053-003 04/01/2008 Rates Fringes Painter - Brush, Roller & Spray ........................... $ 15.81 4.56 ---------------------------------------------------------------- * PLUM0629-019 06/01/2009 Rates Fringes PLUMBER/PIPEFITTER...............$ 20.25 6.25 --------------------_--------------------------------------------- SHEE0049-007 06/16/2009 Rates Fringes SHEETMETAL WORKER (HVAC Duct and System Installation Only) .... $ 20.25 8.61 ---------------------------------------------------------------- SUTX2009-168 06/03/2009 Rates Fringes CEMENT MASON/CONCRETE FINISHER ... $ 18.58 0.00 ELECTRICIAN ......................$ 18.09 2.36 IRONWORKER, STRUCTURAL...........$ 10.38 0.00 LABORER: Common or General ...... $ 8.86 0.00 LABORER: Mason Tender - Brick ... $ 11.00 0.00 OPERATOR: Backhoe/Excavator..... $ 13.81 0.00 OPERATOR: Blade/Grader .......... $ 12.97 0.00 OPERATOR: Front End Loader ...... $ 12.23 0.00 ROOFER ...........................$ 12.06 0.00 TILE SETTER ......................$ 8.50 0.00 TRUCK DRIVER .....................$ 10.15 ------------------------------------------------------------------ 0.00 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 added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)). ---------------------------------------------------------------- In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. ----------------------------------------------------------------- i 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 F. 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 F 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 Stour 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 I party may appeal directly to the Administrative Review Board (formerly the E- i' 4 Wage Appeals Board). Write to: E: j Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION SPECIFICATIONS Page Intentionally Left Blank i Specifications City of Lubbock Mae Simmons Park Improvements Lubbock, Texas September 2009 PARKHILLSMITH&COOPER 1 PSC Project # 01 044509 i i Specifications City of Lubbock Mae Simmons Park Improvements Lubbock, Texas f LEONARQ W. NAIL � ! a-,.....2642 .....� F-560 PARKHILLSMITH&COOPER September 2009 PSC Project # 01044509 Mae Simmons Park Improvements My of Lubbock TABLE OF CONTENTS DIVISION 0 - BIDDING REQUIREMENTS AND CONTRACT INFORMATION Not Used DIVISION I - GENERAL REQUIREMENTS 01010 Summary of Work 01025 Measurement and Payment 01300 Submittals 01356 Storm Water Pollution Prevention Measures 01400 Quality Control 01410 Testing Laboratory ,Services 01420 References 01500 Temporary Facilities & Controls 01560 Environmental Protection 01600 Material and Equipment 01650 Starting of Systems 01700 Contract Closeout 01800 Operations and Maintenance Data DIVISION 2 - SITE WORK 02200 Demolition, Removal and Salvaging of Existing Materials 02223 Excavation, Subgrade Preparation, Grading, Embankment and Topsoiling 02260 Excavation Support and Protection 02317 Excavation and Backfill for Utilities 02320 Utility Backfill Materials 02577 Pavement Markings 02750 Lift Station Wetwell 02831 Chain Link Fences and Gates 02920 Lawns and Grasses DIVISIONS 3 — CONCRETE 03300 Cast -In -Place Concrete DIVISIONS 4 — 9 Not Used DIVISION 9 -- FINISHES 09900 Painting 01044509 TABLE OF CONTENTS PAGE - 1 09/09 Mae Simmons Park Improvements Cily of Lubbock DIVISION 10 Not Used DIVISION 11— EQUIPMENT 11311 Submersible Wastewater Pumps DIVISIONS 12 —15 Not Used DIVISION 16 ELECTRICAL 16000 Basic Electrical Methods 16111 Conduit 16123 Wire and Cable 16170 Grounding and Bonding 16195 Electrical Identification 16470 Panelboards APPENDICES APPENDIX A: Taos Precast Concrete Flush Toilet Building produced by CXT Incorporated Specifications APPENDIX B: Taos Precast Concrete Flush Toilet Building produced by CXT Incorporated Special Conditions APPENDIX C: Taos Precast Concrete Flush Toilet Building produced by CXT Incorporated Sealed Drawings 01044509 TABLE OF CONTENTS PAGE - 2 09/09 DESIGN PROFESSIONAL RESPONSIBILITY The specification sections authenticated by my seal and signature are limited to the following: DIVISION 16 ELECTRICAL 16000 Basic Electrical Methods 16111 Conduit 16123 Wire and Cable 16170 Grounding and Bonding 16195 Electrical Identification 16470 Panelboards OF TE��sti f 40o fir :rt/ ................................. TROY D. SWINNEY ...:.........................:...� 80058 tt�Ss.�,E•13 �NGy� w F-560 01044509 DESIGN PROFESSIONAL RESPONSIBILITY 09/09 TDS - 1 Mae Simmons Park Improvements City of Lubbock SECTION 01010 SUMMARY OF WORK PART 1- GENERAL 1.1 SECTION INCLUDES A. Work covered by Contract Documents B. Contractor use of site. C. Owner occupancy. 1.2 WORK COVERED BY CONTRACT DOCUMENTS A. Identification: Mae Simmons Park Improvements. l . Location: Lubbock, Texas. 2. Owner: City of Lubbock. B. Verbal Summary: Without force or effect on requirements of the Contract Documents a brief description of the Project is as follows: Concrete slab construction for a new restroom facility manufactured by CXT precast products, including site grading, water and sewer service inside and outside the building, concrete sidewalks, sanitary sewer lift station, electrical and paving. C. The work will be constructed under a single prime contract. 1.3 CONTRACTOR USE OF PREMISES A. General: During the construction period the Contractor shall have full use of the premises for construction operations, including use of the site. The Contractor's use of the premises is limited only by the Owner's right to perform work or to retain other contractors on portions of the Project. B. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated. 1. Owner Occupancy: Allow for Owner occupancy. 2. Driveways and Entrances: Keep entrances serving the premises clear and available to the Owner, the Owner's employees, and emergency vehicles at all times. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01010 01044509 SUMMARY OF WORK 01010-1 09/09 l } Mae Simmons Park Improvements City of Lubbock SECTION 01025 MEASUREMENT AND PAYMENT PART 1- GENERAL 1.1 BID PRICE The unit price or lump sum price bid on each item, as stated in the proposal, shall include furnishing all labor, superintendence, machinery, equipment and materials necessary or incidental to complete the various items of work in accordance with the plans and specifications. The quantities listed in the Bid Sheet are estimated for the purpose of comparing bids. Payment for each item will be made for actual field measured quantities. Cost of work or materials shown on the plans or called for in the specifications and for which no separate payment is made shall be included in the bid price with the most applicable item(s). 1.2 UNIT COST ITEMS Unit cost items not otherwise included in this section to be paid for at a unit cost per unit shall include all work and materials involved in the installation within the limits designated on the plans. Measurement shall be made in units shown on the Bid Sheet. All work so included shall be installed, constructed or performed as shown on the drawings and/or specified. 1.3 LUMP SUM ITEMS Lump sum items to be paid for at a lump sum price per job shall include all work and materials involved in the installation within the limits designated on the plans. No measurement of the work or material included in such items will be made. All work so included shall be installed, constructed or performed as shown on the drawings and specified herein. 1.4 MOBILIZATION/DEMOBILIZATION Mobilization and demobilization shall include costs associated with move-in/move-out related equipment and labor, bid bond, performance bond and insurance required for this project. Total mobilization/demobilization costs allowed in the bid sheet shall be limited to 5% of the total bid price. 1.5 ELECTRICAL No measurement for electrical improvements will be made. Payment shall be made at the unit price bid per unit and shall be full compensation for furnishing and installing, complete, submersible pump, panels, starters, etc. and connection of electrical power from utility. 1.6 CLEANUP No measurement or separate payment will be made for site cleanup. Cost for cleanup shall be included as a part of the cost of the various items of work involved. END OF SECTION 01025 01044509 MEASUREMENT AND PAYMENT 01025-1 09109 7 Mae Simmons Park Improvements Ci!l of Lubbock SECTION 01300 SUBMITTALS PART 1- GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Proposed products list. D. Shop drawings. E_ Product data. F. Samples. G. Manufacturers' instructions. H. Manufacturers' certificates. 1. Construction photographs. 1.2 RELATED SECTIONS A. Section 01410 — Testing Laboratory Services_ B. Section 01700 - Contract Closeout. 13 SUBMITTAL PROCEDURES A. Transmit each submittal with Contractor's standard transmittal letter including Contractor's name, address and phone number. B. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and specification Section number, as appropriate. C. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. D. Schedule submittals to expedite the Project, and deliver to Engineer at his business address. Coordinate submission of related items. E. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. F. Provide space for Contractor and Engineer review stamps. G. Revise and resubmit submittals as required, identify all changes made since previous submittal. H. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. I. Submittals not requested will not be recognized or processed. r 1.4 RESUBMiTTAL REQUIREMENTS A. Revise initial submittal as required and resubmit to meet requirements as specified. B. Mark as RESUBMITTAL. C. Re -use original transmittal number and supplement with sequential alphabetical suffix for each re -submittal. 01044509 SUBMITTALS 01300 - 1 09/09 Mae Simmons Park Improvements City of Lubbock 1.5 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate for Engineer within 15 days after date established in Notice to Proceed. B. Submit revised schedules with each Application for Payment, identifying changes since previous version. C. Submit a horizontal bar chart with separate line for each section of Work, identifying first work day of each week. D. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. E. Indicate estimated percentage of completion for each item of Work at each submission. F. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner. 1.6 PROPOSED PRODUCTS LIST A. Within 15 days after date of Notice to Proceed, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.7 SHOP DRAWINGS A. For drawings larger than 11 x 17 inches, submit in the form of one reproducible transparency and one opaque reproduction. B. For drawings I 1 x 17 inches and smaller, submit the number of opaque reproductions which Contractor requires, plus four copies which will be retained by Architect. C. Drawing size shall be minimum 82 x I 1 inches and maximum of 30 x 42 inches. D_ Draw details to a minimum size 2 inches equal to 1 foot. E. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article above and for record document purposes described in Section 01700 — Contract Closeout. 1.8 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus four copies which will be retained by the Engineer. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. C. Include recommendations for application and use, compliance with specified standards of trade associations and testing agencies. D. Include notation of special coordination requirements for interfacing with adjacent work. E. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout. 01044509 SUBMITTALS 01300 - 2 09/09 Mae Simmons Park Improvements City of Lubbock 1.9 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturers' standard colors or in custom colors, textures, and patterns, as specified, for Engineer's selection. C. Where variations in color, pattern or texture are inherent in the material or product, submit multiple samples to indicate the approximate range or variations. D. Include full Project information and identification of manufacturer, model number, type, style and color on each sample. E. Submit the number or samples specified in individual specification Sections; one of which will be retained by Engineer. F. Reviewed samples which may be used in the Work are indicated in individual specification Sections_ 1.10 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. C. Indicate special procedures, conditions requiring special attention and special environmental criteria required for application or installation. 1.11 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers' certificate to Engineer for review, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Engineer. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used 01044509 09/09 END OF SECTION 01300 SUBMITTALS 01300 - 3 Mae Simmons Park Improvements City of Lubbock 1 SECTION 01356 STORM WATER POLLUTION PREVENTION MEASURES PART 1- GENERAL 1.1 GENERAL A. The Owner shall implement and maintain storm water pollution prevention measures shown on the drawings and specified in the Storm Water Pollution Prevention Plan (SWP3). The Contractor shall coordinate work that interferes with SWP3 measures with Owner. 1.2 SUBMITTALS Not applicable. 1.3 EROSION AND SEDIMENT CONTROLS A. General 1. Structural measures shall be implemented to divert flows from exposed soils, temporarily store flows, or otherwise limit run-off and the discharge of pollutants from exposed areas of the site. Structural practices shall be implemented as specified in the SWPPP and in a timely manner during the construction process to minimize erosion and sediment run-off. B. Stabilized Ingress/Egress 1. Stabilized access to and from the construction site will be installed by the Owner as soon as practical and in accordance with the SWP3. 2. In all cases, Contractor shall ensure that any soil tracked off -site is cleaned from existing roads, alleys, and any adjacent properties as soon as possible. The Contractor or other responsible party shall check for any pollutants (mud, silt, sand, cement, construction materials, etc.) tracked or washed off -site and perform necessary clean-up measures at the end of each work day. C. Silt Fences/Diversion Berms 1. The Owner shall provide silt fences and/or diversion berms as a temporary structural practice to minimize erosion and sediment runoff. Silt fences and/or diversion berms shall be properly installed to effectively retain sediment immediately after completing each phase of work where erosion would occur in the form of sheet and rill erosion (e.g. clearing and grubbing, excavation, embankment, and grading). D. Sand/Gravel Bags 1. The Owner may provide sand/gravel bags as a temporary structural practice to minimize erosion and sediment runoff. Bags shall be properly placed to effectively retain sediment immediately after completing each phase of work (e.g., clearing and grubbing, excavation, embankment, and grading) in each independent runoff area (e.g., after clearing and grubbing in an area between a ridge and drain, bags shall be placed as work progresses, bags shall be removed/replaced/relocated as needed for work to progress in the drainage area). Sand/gravel bags must remain in good condition, or they shall be replaced. 01044509 STORM WATER POLLUTION PREVENTION MEASURES 01356 - 1 09/09 Mae Simmons Park Improvements City of, Lub ock E. Site Stabilization 1. Contractor shall disturb the least amount of site area as possible. 2. Stabilization measures to be implemented by the Owner may include any of the following Measures: a. temporary or permanent seeding or sodding, b. mulching, C. geotextiles, d. vegetative buffer stips, e. paving. 3. Stabilization measures shall be implemented in accordance with the SWP3. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 STORM WATER POLLUTION PREVENTION PLAN A. Stormwater Pollution Prevention Plan (SWP3) will be provided by Engineer. Owner must keep a copy of the SWPPP on site at all times. B. A completed Construction Site Notice form in accordance with the requirements of the State's general permit for storm water discharges from construction sites will be prepared by the Contractor. C. The SWPPP shall be continually updated as necessary to reflect current and changing conditions on site. Additional measures not specifically shown in the SWP3 may be used to control erosion from leaving the site. END OF SECTION 01356 01044509 STORM WATER POLLUTION PREVENTION MEASURES 01356 - 2 09/09 ` r , ,J Mae Simmons Park Improvements City of Lubbock SECTION 01400 QUALITY CONTROL PART 1- GENERAL 1.1 SECTION INCLUDES A. Quality assurance and control of installation. B. Inspection and testing laboratory services. C. Tolerances D. Field Samples 1.2 RELATED SECTIONS A_ General Conditions of the Agreement. B. Section 00800 - Supplementary General Conditions. C. Section 01300 - Submittals: Submission of Manufacturers' Instructions and Certificates_ 1.3 QUALITY ASSURANCEICONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. F. Perform work by persons qualified to produce workmanship of specified quality. 1.4 INSPECTION AND TESTING LABORATORY SERVICES A. The Contractor will perform inspections, tests, and other services specified in individual specification Sections and as required by the Engineer. B. Reports will be submitted by the Contractor to the Engineer, in triplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. C. Retesting required because of non-conformance to specified requirements shall be performed on instructions by the Engineer. Payment for retesting will be charged to the Contractor. 01044509 QUALITY CONTROL 01400 - 1 09i09 Mae Simmons Park Improvements City of Lubbock 1.5 TOLERANCES A. Monitor tolerance control of installed Products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Engineer before proceeding. C. Adjust Products to appropriate dimensions; position before securing Products in place. 1.6 FIELD SAMPLES A. Install field samples at the site as required by individual specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Engineer. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01400 01044509 09/09 QUALITY CONTROL 01400 - 2 k1l Mae Simmons Park Improvements City of Lubbock SECTION 01410 TESTING LABORATORY SERVICES PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Selection and payment. B. Contractor submittals. C. Laboratory responsibilities. D. Laboratory reports. E. Limits on testing laboratory authority. F. Contractor responsibilities. G. Schedule of inspections and tests. 1.3 RELATED SECTIONS A. Section 01300 - Submittals: Manufacturer's certificates. B. Section 01650 - Starting of Systems: Testing, Adjusting, and Balancing. C. Section 01700 - Contract Closeout: Project Record Documents. D. Individual Specification Sections: Inspections and tests required, and standards for testing. 1.4 REFERENCES A. ANSI/ASTM D3740 - Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. B. ANSI/ASTM E329 - Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction. 1.5 SELECTION AND PAYMENT A. Owner shall employ and pay for services of an independent testing laboratory to perform specified inspection and testing. B. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents. 1.6 QUALITY ASSURANCE A. Comply with requirements of ANSI/ASTM E329 and ANSI/ASTM D3740R. B. Laboratory: Authorized to operate in State of Texas. 01044509 TESTING LABORATORY SERVICES 09/09 01410 - 1 Mae Simmons Park Improvements City of Lubbock C. Laboratory Staff: Maintain a full time registered Engineer on staff to review services. D. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to either National Bureau of Standards (NBS) standards or accepted values of natural physical constants. i 1.7 CONTRACTOR SUBMITTALS A. Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of full time registered Engineer and responsible officer. 1.8 LABORATORY RESPONSIBILITIES A. Test samples of mixes submitted by Contractor, B. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services. C. Perform specified inspection, sampling, and testing of Products in accordance with specified standards. D. Ascertain compliance of materials and mixes with requirements of Contract Documents, E. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or Products. F. Perform additional inspections and tests required by Architect. G. Attend preconstruction conferences and progress meetings. 1.9 LABORATORY REPORTS A. After each inspection and test, promptly submit three copies of laboratory report to Architect, and to Contractor, B. Include: 1. Date issued, 2. Project title and number, 3. Name of inspector, 4. Date and time of sampling or inspection, 5. Identification of product and Specifications Section, 6. Location in the Project, 7. Type of inspection or test, 8. Date of test, 9. Results of tests and 10. Conformance with Contract Documents. C. When requested by Architect, provide interpretation of test results. 1.10 LIMITS ON TESTING LABORATORY AUTHORITY A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of the Work. C. Laboratory may not assume any duties of Contractor. D. Laboratory has no authority to stop the Work. 01044509 TESTING LABORATORY SERVICES 01410 - 2 09109 s 1 Mae Simmons Park Improvements City of Lubbock 1.11 CONTRACTOR RESPONSIBILITIES A. Deliver to laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs. B. Cooperate with laboratory personnel, and provide access to the Work and to manufacturer's facilities. C. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples. D. Notify Architect and laboratory 24 hours prior to expected time for operations requiring inspection and testing services. E. Pay costs of testing laboratory services from Allowance specified in Section 01019 on approval of invoices by Architect. F. Employ services of a separate qualified testing laboratory, arrange with laboratory and pay for additional samples and tests required by Contractor beyond specified requirements. 1.12 SCHEDULE OF INSPECTIONS AND TESTS A. Section 04200 - Unit Masonry System: Obtain four sample facebrick units and test for conformance to ASTM C67. B. At the time of final inspection and tests of the power and lighting system, all connections at panels, switches, circuit breakers, etc., and all splices shall be complete. C. Each power, lighting and control circuit shall be tested and proven free of breaks, short circuits or grounds. On all conductors rated at 600 volts, Megger shall be used to test circuits. D. As indicated in individual Specification Sections, PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01410 01044509 TESTING LABORATORY SERVICES 01410 - 3 09/09 Mae Simmons Park Improvements City of Lubbock SECTION 01420 `o REFERENCES PART I - GENERAL 1.1 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings„ in Specifications, and in other Contract Documents. Other terms including shown, noted, "scheduled," and specified F� have the same meaning as indicated. E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": Furnish and install, complete and ready for the intended use. 1. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.2 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C_ Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. 1.3 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the United States." 01044509 09/09 REFERENCES 01420 - 1 Mae Simmons Park Improvements Citv of Lubbock B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. AA Aluminum Association, Inc. (The) AAADM American Association of Automatic Door Manufacturers AABC Associated Air Balance Council AAMA American Architectural Manufacturers Association AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ABAA Air Barrier Association of America ABMA American Bearing Manufacturers Association ACT American Concrete Institute ACPA American Concrete Pipe Association AEIC Association of Edison Illuminating Companies, Inc. (The) AF&PA American Forest & Paper Association AGA American Gas Association AGC Associated General Contractors of America (The) ARAM Association of Home Appliance Manufacturers AHRI Air -Conditioning, Heating, and Refrigeration Institute AT Asphalt Institute AIA American Institute of Architects (The) AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction ALSC American Lumber Standard Committee, Incorporated AMCA Air Movement and Control Association International, Inc. ANSI American National Standards Institute 01044509 REFERENCES 01420 - 2 09109 `< Mae Simmons Park Improvements City of Lubbock AOSA Association of Official Seed Analysts, Inc. APA Architectural Precast Association APA APA - The Engineered Wood Association API American Petroleum Institute } ARI Air -Conditioning & Refrigeration Institute (Now AHRI) ARMA Asphalt Roofing Manufacturers Association ASCE American Society of Civil Engineers ASCEISEI American Society of Civil Engineers/Structural Engineering Institute (See ASCE) ASHRAE American Society of Heating, Refrigerating and Air -Conditioning Engineers ASME ASME International (American Society of Mechanical Engineers International) ASSE American Society of Safety Engineers ' ASSE American Society of Sanitary Engineering ASTM ASTM International .. (American Society for Testing and Materials International) ATIS Alliance for Telecommunications Industry Solutions AWCI Association of the Wall and Ceiling Industry -----F AWCMA American Window Covering Manufacturers Association (Now WCMA) AWI Architectural Woodwork Institute AWPA American Wood Protection Association (Formerly: American Wood Preservers' Association) AWS American Welding Society �.. AWWA American Water Works Association BHMA Builders Hardware Manufacturers Association BIA Brick Industry Association (The) i 01044509 REFERENCES 01420 - 3 09/09 Mae Simmons Park Improvements Citv of Lubbock BICSI BICSI, Inc. BIFMA BIFMA International (Business and Institutional Furniture Manufacturer's Association International) BISSC Baking Industry Sanitation Standards Committee BWF Badminton World Federation (Formerly: IBF - International Badminton Federation) CCC Carpet Cushion Council CDA Copper Development Association CEA Canadian Electricity Association CEA Consumer Electronics Association CFFA Chemical Fabrics & Film Association, Inc. CGA Compressed Gas Association CIMA Cellulose Insulation Manufacturers Association CISCA Ceilings & Interior Systems Construction Association CISPI Cast Iron Soil Pipe Institute CLFMI Chain Link Fence Manufacturers Institute CRRC Cool Roof Rating Council CPA Composite Panel Association CPPA Corrugated Polyethylene Pipe Association CRI Carpet and Rug Institute (The) CRSI Concrete Reinforcing Steel Institute CSA Canadian Standards Association CSA CSA International (Formerly: IAS - International Approval Services) CSI Cast Stone Institute CSI Construction Specifications Institute (The) CSSB Cedar Shake & Shingle Bureau 01044509 REFERENCES 01420 - 4 09/09 Mae Simmons Park Improvements Cit of Lubbock CTI Cooling Technology Institute (Formerly: Cooling Tower Institute) DHI Door and Hardware Institute q ECA Electronic Components Association L: ij EIA Electronic Industries Alliance EIMA EIFS Industry Members Association EJCDC Engineers Joint Contract Documents Committee EJMA Expansion Joint Manufacturers Association, Inc. ESD ESD Association (Electrostatic Discharge Association) ETL SEMCO Intertek ETL SEMCO FIBA Federation Internationale de Basketball (The International Basketball Federation) FIVB Federation Internationale de Volleyball (The International Volleyball Federation) FM Approvals FM Approvals LLC FM Global FM Global (Formerly: FMG - FM Global) FRSA . Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc. FSA Fluid Sealing Association FSC Forest Stewardship Council GA Gypsum Association GANA Glass Association of North America GRI (Part of GSI) GS Green Seal GSI Geosynthetic Institute HI Hydraulic Institute HI Hydronics Institute 01044509 REFERENCES 01420 - 5 09/09 Mae Simmons Park Improvements Citv of Lubbock HMMA Hollow Metal Manufacturers Association (Part of NAAMM) HPVA Hardwood Plywood & Veneer Association HPW H. P. White Laboratory, Inc. IAS International Approval Services (Now CSA International) IBF International Badminton Federation (Now BWF) ICEA Insulated Cable Engineers Association, Inc. ICRI International Concrete Repair Institute, Inc. IEC International Electrotechnical Commission IEEE Institute of Electrical and Electronics Engineers, Inc_ (The) IES Illuminating Engineering Society IESNA Illuminating Engineering Society of North America (Now IES) IEST Institute of Environmental Sciences and Technology IGCC Insulating Glass Certification Council IGMA Insulating Glass Manufacturers Alliance ILI Indiana Limestone Institute of America, Inc. ISO International Organization for Standardization Available from ANSI ISSFA International Solid Surface Fabricators Association ITS Intertek Testing Service NA (Now ETL SEMCO) ITU International Telecommunication Union KCMA Kitchen Cabinet Manufacturers Association LPI Lightning Protection Institute MBMA Metal Building Manufacturers Association MFMA Maple Flooring Manufacturers Association, Inc. 01044509 REFERENCES 01420 - 6 09/09 Mae Simmons Park Improvements City of Lubbock `` MFMA Metal Framing Manufacturers Association, Inc. MH Material Handling (Now MHIA) 4 MHIA Material Handling Industry of America MIA Marble Institute of America �) MPI Master Painters Institute MSS Manufacturers Standardization Society of The Valve and Fittings Industry Inc. NAAMM National Association of Architectural Metal Manufacturers . ' NACE NACE International (National Association of Corrosion Engineers International) NADCA National Air Duct Cleaners Association NAGWS National Association for Girls and Women in Sport NAIMA North American Insulation Manufacturers Association NBGQA National Building Granite Quarries Association, Inc. NCAA National Collegiate Athletic Association (The) NCMA National Concrete Masonry Association NCPI National Clay Pipe Institute NCTA National Cable & Telecommunications Association NEBB National Environmental Balancing Bureau NECA National Electrical Contractors Association z..-v NeLMA Northeastern Lumber Manufacturers' Association NEMA National Electrical Manufacturers Association NETA InterNational Electrical Testing Association �..w NFHS National Federation of State High School Associations NFPA NFPA j (National Fire Protection Association) �l NFRC National Fenestration Rating Council g 01044509 REFERENCES 01420 - 7 09/09 Mae Simmons Park Improvements . Citv of Lubbock NGA National Glass Association NHLA National Hardwood Lumber Association NLGA National Lumber Grades Authority NOFMA NOFMA: The Wood Flooring Manufacturers Association (Formerly: National Oak Flooring Manufacturers Association) NOMMA National Ornamental & Miscellaneous Metals Association NRCA National Roofing Contractors Association NRMCA National Ready Mixed Concrete Association NSF NSF International (National Sanitation Foundation International) NSSGA National Stone, Sand & Gravel Association NTMA National Terrazzo & Mosaic Association, Inc. (The) NTRMA National Tile Roofing Manufacturers Association (Now TRI) NWFA National Wood Flooring Association NWWDA National Wood Window and Door Association (Now WDMA) PCI Precast/Prestressed Concrete Institute PDCA Painting & Decorating Contractors of America PDI Plumbing & Drainage Institute PGI PVC Geomembrane Institute PLANET Professional Landcare Network PTI Post -Tensioning Institute RCSC Research Council on Structural Connections RFCI Resilient Floor Covering Institute RIS Redwood Inspection Service SAE SAE International 01044509 REFERENCES 01420 - 8 09/09 Mae Simmons Park Improvements City of Lubbock SCTE Society of Cable Telecommunications Engineers SDI Steel Deck Institute SDI Steel Door Institute SEFA Scientific Equipment and Furniture Association SEUASCE Structural Engineering Institute/American Society of Civil Engineers (See ASCE) SGCC Safety Glazing Certification Council SiA Security Industry Association SJI Steel Joist Institute SMA Screen Manufacturers Association SMACNA Sheet Metal and Air Conditioning Contractors' National Association SMPTE Society of Motion Picture and Television Engineers SPFA Spray Polyurethane Foam Alliance SPIB Southern Pine Inspection Bureau SPRI Single Ply Roofing industry SSINA Specialty Steel Industry of North America SSPC SSPC: The Society for Protective Coatings STI Steel Tank Institute SWI Steel Window Institute SWRI Sealant, Waterproofing, & Restoration Institute TCNA Tile Council of North America, Inc. TIA/EIA Telecommunications Industry Association/Electronic Industries Alliance TMS The Masonry Society TPI Truss Plate Institute, Inc. TPI Turfgrass Producers International TRI Tile Roofing Institute 01044509 REFERENCES 01420 - 9 09109 Mae Simmons Park Improvements City of Lubbock UL Underwriters Laboratories Inc. UNI Uni-Bell PVC Pipe Association USAV USA Volleyball USGBC U.S. Green Building Council USIT T United States Institute for Theatre Technology, Inc. WASTEC Waste Equipment Technology Association WCLIB West Coast Lumber Inspection Bureau WCMA Window Covering Manufacturers Association WCSC Window Covering Safety Council WDMA Window & Door Manufacturers Association WI Woodwork Institute (Formerly: WIC - Woodwork Institute of California) WIC Woodwork Institute of California (Now WI) WMMPA Wood Moulding & Millwork Producers Association WSRCA Western States Roofing Contractors Association WWPA Western Wood Products Association C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. DIN Deutsches Institut Or Normung e.V. IAPMO International Association of Plumbing and Mechanical Officials ICC International Code Council ICC-ES ICC Evaluation Service, Inc. UBC Uniform Building Code (See ICC) 01044509 REFERENCES 01420 - 10 09/09 1, A Mae Simmons Park Improvements Citv of Lubbock D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CE Army Corps of Engineers CPSC Consumer Product Safety Commission DOC Department of Commerce DOD Department of Defense DOE Department of Energy EPA Environmental Protedtion Agency FAA Federal Aviation Administration FCC Federal Communications Commission FDA Food and Drug Administration GSA General Services Administration HUD Department of Housing and Urban Development LBL Lawrence Berkeley National Laboratory NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology OSHA Occupational Safety & Health Administration PBS Public Buildings Service (See GSA) PHS Office of Public Health and Science RUS Rural Utilities Service (See USDA) SD State Department TRB Transportation Research Board USDA Department of Agriculture USPS Postal Service 01044509 REFERENCES 01420 - 11 09/09 Mae Simmons Park Improvements City of Lubbock E. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act (ADA) Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from U-S. Access Board CFR Code of Federal Regulations Available from Government Printing Office DOD Department of Defense Military Specifications and Standards Available from Department of Defense Single Stock Point DSCC Defense Supply Center Columbus (See FS) FED -STD Federal Standard (See FS) FS Federal Specification Available from Department of Defense Single Stock Point Available from Defense Standardization Program Available from General Services Administration Available from National Institute of Building Sciences FTMS Federal Test Method Standard (See FS) MIL (See MILSPEC) MIL -STD (See MILSPEC) MILSPEC Military Specification and Standards Available from Department of Defense Single Stock Point UFAS Uniform Federal Accessibility Standards Available from Access Board 01044509 09109 REFERENCES 01420 - 12 i Mae Simmons Park Improvements Citv of Lubbock F. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CBHF State of California, Department of Consumer Affairs Bureau of Hoene Furnishings and Thermal Insulation CCR California Code of Regulations CDHS California Department of Health Services (See CDPH) CDPH California Department of Public Health, Indoor Air Quality Section CPUC California Public Utilities Commission TFS Texas Forest Service Forest Resource Development PART 2 - PRODUCTS Not Used PART 3-EXECUTION Not Used END OF SECTION 01420 01044509 09/09 REFERENCES 01420 - 13 r Mae Simmons Park Improvements City of Lubbock SECTION 01500 TEMPORARY FACILITIES & CONTROLS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities. B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities: Access roads, Parking, progress cleaning, project signage, and temporary buildings. 1.3 RELATED SECTIONS A. Section 01700 -Contract Closeout: Final Cleaning. 1.4 TEMPORARY ELECTRICITY A. Connect to existing power service. Power consumption shall not disrupt Owner's need for continuous service. B. Provide temporary electric feeder from existing building electrical service at location as directed. Power consumption shall not disrupt Owner's need for continuous service. C. Owner will pay cost of energy used. Exercise measures to conserve energy. D. Power Service Characteristics: As indicated on drawings. E. Provide power outlets for construction operations, with branch wiring and distribution boxes as required. Provide flexible power cords as required. F. Provide main service disconnect and overcurrent protection at convenient location in conformance with National Electric Code. G. Permanent convenience receptacles may be utilized during construction. H. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch circuits for power and lighting. 1. Provide 20 ampere duplex outlets, single phase circuits for power tools for every 2000 sq ft of active work area and at specific locations as required. 2. Provide 20 ampere, single phase branch circuits for lighting_ 1.5 TEMPORARY LIGHTING A. Provide and maintain lighting for construction operations to achieve a minimum lighting level of 2 watts/sq ft. B. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after dark for security purposes. 01044509 TEMPORARY FACILITIES & CONTROLS 01500 - 1 09/09 Mae Simmons Park Improvements City of Lubbock C. Provide and maintain 0.25 watt/sq ft H.I.D. lighting to interior work areas after dark for security purposes. D. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. E. Maintain lighting and provide routine repairs. F. Permanent building lighting may be utilized during construction. 1.6 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Provide temporary fan units as required to maintain clean air for construction operations. 1.7 TELEPHONE SERVICE A. Provide, maintain and pay for telephone service to field office at time of project mobilization. B. As a minimum, provide mobile telephone service for the on -site superintendent and home office telephone service. 1.8 TEMPORARY WATER SERVICE A. Connect to existing water source for construction operations. B. Owner will pay cost of water used. Exercise measures to conserve water. C. Extend branch piping with outlets located so water is available by hoses with threaded connections. Provide temporary pipe insulation to prevent freezing. 1.9 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Existing facilities shall not be used. B. At end of construction, return facilities to same or better condition than originally found. 1.10 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to allow for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights -of -way and for public access to existing building. C. Provide protection for plant life designated to remain. Replace damaged plant life. D. Protect non -owned vehicular traffic, stored materials, site and structures from damage. 1.11 FENCING A. Construction: At Contractors option, commercial grade chain link fence or solid wood fence, painted. B. Provide 6 foot high fence around materials storage areas. Equip with vehicular and pedestrian gates with locks. 01044509 TEMPORARY FACILITIES & CONTROLS 01500 - 2 i 09/09 f e Mae Simmons Park Improvements City of Lubbock ` 1.12 WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. 1.13 EXTERIOR ENCLOSURES A. Provide temporary insulated weather -tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification Sections, and to prevent entry of unauthorized persons. Provide access doors with self -closing hardware and locks. 1.14 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification Sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. C. Provide protective coverings at walls, roof, and soffits of openings. D. Protect finished walkways, drives, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic or storage upon waterproofed or roofed surfacm If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. F. Prohibit traffic from landscaped areas. 115 PARKING A. Existing paved areas may be used for parking provided it does not interfere with Owner's continued operations. 1.16 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B _ Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Remove waste materials, debris, and rubbish from site and dispose off -site at intervals as required to maintain clean site. 1.17 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary.above grade or buried utilities, equipment, facilities, and materials as soon as permanent facilities can be utilized. B. Remove underground installations to a minimum depth of 2 feet. €e 01044509 TEMPORARY FACILITIES & CONTROLS 01500 - 3 . ] 09/09 is Mae Simmons Park Improvements City of Lubbock C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01500 01044509 TEMPORARY FACILITIES & CONTROLS 01500 - 4 09109 Mae Simmons Park Improvements !Qily of Lubbock SECTION 01560 ENVIRONMENTAL PROTECTION PART 1- GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. CODE OF FEDERAL REGULATIONS (CFR) 29 CFR 1910-SUBPART G Occupational Health and Environmental Control CORPS OF ENGINEERS (COE) COE EP-1165-2-304 1976 Floe Plain Regulations for Flood Plain Management 1.2 DEFINITIONS A. Sediment Soil and other debris that have eroded and have been transported by runoff water or wind. B. Solid Waste Rubbish, debris, garbage, and other discarded solid materials resulting from industrial, commercial, and agricultural operations and from community activities. C. Rubbish Combustible and noncombustible wastes such as paper, boxes, glass, crockery, metal, lumber, cans, and bones. D. Debris Combustible and noncombustible wastes such as ashes and waste materials resulting from construction or maintenance and repair work, leaves, and tree trimmings. E. Chemical Wastes This includes salts, acids, alkalies, herbicides, pesticides, organic chemicals, and spent products which serve no purpose. F. Sanitary Wastes 1. Sewage Wastes characterized as domestic sanitary sewage. 2. Garbage Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food. G. Oily Waste 1. Petroleum products and bituminous materials. 1.3 ENVIRONMENTAL PROTECTION REQUIREMENTS Provide and maintain, during the life of the contract, environmental protection as defined. Plan for and provide environmental protective measures to control pollution that develops during normal construction practice. Plan for and provide environmental protective measures required to correct 01044509 09/09 ENVIRONMENTAL PROTECTION 01560 - 1 Mae Simmons Park Improvements City of Lubbock conditions that develop during the construction of permanent or temporary environmental features associated with the project. Comply with Federal, state, and local regulations pertaining to the environment, including but not limited to water, air, and noise pollution. A. Preconstruction Survey Perform a preconstruction survey of the project site with the Engineer, and pollution prevention measures necessary to assess existing environmental conditions in, and adjacent to the site. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 PROTECTION OF NATURAL RESOURCES Preserve the natural resources within the project boundaries and outside the limits of permanent work. Restore to an equivalent or improved condition upon completion of work. Confine construction activities to within the limits of the work indicated or specified. A. Land Resources Except in areas to be cleared, do not remove, cut, deface, injure, or destroy trees or shrubs without the Engineer's permission. Do not fasten or attach ropes, cables, or guys to existing nearby trees for anchorages unless authorized by the Engineer. Where such use of attach ropes, cables, or guys is authorized, the Contractor shall be responsible for any resultant damage. 1. Protection Protect existing trees which are to remain and which may be injured, bruised, defaced, or otherwise damaged by construction operations. Remove displaced rocks from uncleared areas. By approved excavation, remove trees with 30 percent or more of their root systems destroyed. 2. Replacement Remove trees and other landscape features scarred or damaged by equipment operations, and replace with equivalent, undamaged trees and landscape features. Obtain Engineer's approval before replacement. 3. Temporary Construction Remove traces of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, and other signs of construction. Grade temporary roads, parking areas, and similar temporarily used areas to conform with surrounding contours. B. Water Resources 1. Oily Wastes Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water. Surround all temporary fuel oil or petroleum storage tanks with a temporary earth berm of sufficient size and strength to contain the contents of the tanks in the event of leakage or spillage. 01044509 ENVIRONMENTAL PROTECTION 01560 - 2 09/09 Mae Simmons Park Improvements C' 3.2 EROSION AND SEDIMENT CONTROL MEASURES A. Burnoff 1. Burnoff of the ground cover is not permitted. B. Borrow Areas 1. Manage and control borrow areas to prevent sediment from entering nearby streams or lakes. 2. Restore areas, including those outside the borrow areas, disturbed by borrow and haul operations. 3. Restoration includes grading, replacement of topsoil, and establishment of a permanent vegetative cover. C. Protection of Erodible Sails 1. Immediately finish the earthwork brought to a final grade, as indicated or specified. 2. Immediately protect the side slopes and back slopes upon completion of rough grading. 3_ Plan and conduct earthwork to minimize the duration of exposure of unprotected soils. D_ Temporary Protection of Erodible Soils 1. Mechanically retard and control the rate of runoff from the construction site. This includes construction of diversion ditches, benches, and berms to retard and divert runoff to protected drainage courses. 3.3 CONTROL AND DISPOSAL OF SOLID AND SANITARY WASTES Pick up solid wastes, and place in containers which are regularly emptied. Do not prepare, cook, or dispose of food on the project site. Prevent contamination of the site of other areas when handling and disposing of wastes. On completion, leave the areas clean. Control and dispose of waste. A. Disposal of Rubbish and Debris Dispose of rubbish and debris in accordance with the requirements specified in area as directed by Owner. B. Garbage Disposal Place garbage in approved containers, and move to a pickup point or disposal area, where directed. 3.4 DUST CONTROL Contractor will be fully responsible for dust control along all haul roads and in the project area. Keep dust down at all times, including during nonworking periods. Sprinkle or treat, with dust suppressants, the soil at the site, haul roads, and other areas disturbed by operations. 3.5 STORM WATER POLLUTION PREVENTION PLAN Refer to Section 01356. END OF SECTION 01560 01044509 ENVIRONMENTAL PROTECTION 01560 - 3 09/09 Mae Simmons Park Improvements City of Lubbock SECTION 01600 MATERIAL AND EQUIPMENT PART 1- GENERAL 1.1 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.2 RELATED SECTIONS A. General Conditions. B. Information to Bidders: Product options and substitution procedures. C. Section 01400 - Quality Control: Product quality monitoring. 1.3 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. B. Provide interchangeable components of the same manufacturer, for similar components. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery L 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_ 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. 01044509 MATERIAL AND EQUIPMENT 01600 - 1 09/09 Mae Simmons Park Improvements City of Lubbock 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. C. Handling 1. Handle materials, products and equipment in a manner prescribed by manufacturer or specified to protect from damage during storage and installation. 1.5 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. 1.6 SUBSTITUTIONS A. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. B. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. C. A request constitutes a representation that the Contractor: 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 may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re -approval by authorities. D. 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. E. 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 01044509 MATERIAL AND EQUIPMENT 01600 W 2 09109 Mae Simmons Park Improvements City of Lubbock PART 3 - EXECUTION Not Used END OF SECTION 01600 01044509 09/09 MATERIAL AND EQUIPMENT 01600 - 3 Mae Simmons Park Improvements City of Lubbock SECTION 01650 STARTING OF SYSTEMS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Starting systems. B. Demonstration and instructions. C. Testing, adjusting, and balancing. 1.3 RELATED SECTIONS A. Section 01400 - Quality Control: Manufacturers field reports. B. Section 01410 - Testing Laboratory Services: Manufacturers field reports. C. Section 01700 - Contract Closeout: System operation and maintenance data and extra materials. 1.4 STARTING SYSTEMS A. Coordinate schedule for start-up of various equipment and systems. B. Notify Engineer seven days prior to start-up of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, or other conditions which may cause damage. D. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify wiring and support components for equipment are complete and tested. F. Execute start-up under supervision of responsible manufacturers representative and Contractors' personnel in accordance with manufacturers' instructions. G. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. H. Submit a written report in accordance with Section 01400 that equipment or system has been properly installed and is functioning correctly. 1.5 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of final inspection. B. For equipment or systems requiring seasonal operation, perform demonstration for other season. C. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owners' personnel in detail to explain all aspects of operation and maintenance. 01044509 STARTING OF SYSTEMS 01650 - 1 09/09 Mae Simmons Park Improvements City of Lubbock D. Demonstrate start-up, operation, control, adjustment, trouble -shooting, servicing, maintenance, and shutdown of each item of equipment at agreed -upon times, at equipment location. E. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01650 01044509 STARTING OF SYSTEMS 01650 - 2 09/09 f ..: Mae Simmons Park Improvements City of Lubbock SECTION 01700 CONTRACT CLOSEOUT PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. D. Project record documents. E. Operation and maintenance data. F. Warranties. G. Spare parts and maintenance materials. 1.3 RELATED SECTIONS A. Section 01500 - Temporary Facilities and Controls: Progress cleaning. B. Section 01650 - Starting of Systems: System start-up, testing, adjusting, and balancing. 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 Architect's inspection. B. Provide submittals to Architect 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 interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to a sanitary condition. D. Replace filters of operating equipment. E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from the site. H. Repair, patch and touch-up marred surfaces to match adjacent finishes. 1. Clean ducts, blowers and coils if air conditioning units were operated during construction. 01044509 CONTRACT CLOSEOUT 01700 - 1 09/09 S $7i i Mae Simmons Park Improvements Citv of Lubbock g.. 1.6 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.7 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 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: I . Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings. Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish first floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Details not on original Contract Drawings. 6. Changes made by addenda and modification. F. Submit documents to Architect with claim for final Application for Payment. 1.8 OPERATION AND MAINTENANCE DATA A. Submit one copy 15 days prior to final inspection, 8 '/z x 11 inch text pages, bound in three D-ring binders with durable plastic covers. B. This copy will be returned after final inspection, with Architect comments. Revise content of documents as required prior to final submittal. C. Submit two final volumes revised within ten days after final inspection. D. Prepare "binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required. E. Internally subdivide the binder contents with permanent page dividers, .logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. F. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified, type on 24 pound white paper. G. Part 1: Directory, listing names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers. 01044509 CONTRACT CLOSEOUT 01700 - 2 09/09 Mae Simmons Park Improvements City of Lubbock H. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: 1. Significant design criteria. 2. List of equipment. 3. Parts list for each component. 4. Operating instructions necessary for Owner to make full and efficient use of equipment including recommended maintenance and seasonal change --over procedures for HVAC systems. 5. Maintenance instructions for equipment and systems. 6. Maintenance instructions for finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. I. Part 3: Project documents and certificates, including the following: 1. Shop drawings and product data. 2. Air and water balance reports. 3. Certificates. 4. Photocopies of warranties and bonds. 1.9 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. 1.10 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections- B. Deliver to project site and place in location as directed; obtain receipt prior to final payment. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01700 01044509 CONTRACT CLOSEOUT 01700 - 3 09/09 Mae Simmons Paris improvements City of Lubbock _.. __... SECTION 01800 I OPERATION AND MAINTENANCE DATA PART 1- GENERAL 1.1 SECTION INCLUDES A. Format and content of manuals. B. Instruction of Owner's personnel. C. Schedule of submittals, 1.2 RELATED SECTIONS " A. General Conditions B. Supplementary Conditions C. Section 01300, Submittals D. Section 01700, Contract Closeout E. Individual Specifications Sections - 1.3 QUALITY ASSURANCE A. Prepare instructions and data by personnel experienced in maintenance and operation of described products. 1.4 FORMAT A. Prepare data in the form of an instructional manual. B. Binders: Commercial quality, 8-1/2 x 11 inch, three-ring binders with hardback, cleanable, plastic covers; one inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings. C. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; list title of Project; identify subject matter of contents. D. Arrange content by process flow under section numbers and sequence of Table of Contents of this Project Manual. E. Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of equipment. F. Text: Manufacturer's printed data, or typewritten data on twenty pound paper. G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. 1.5 CONTENTS, EACH VOLUME A. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Engineer, subconsultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume. B. For Each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. 01044509 OPERATIONS AND MAINTENANCE DATA 01800 - 1 c 09/09 Mae Simmons Park Improvements Citv of Lubbock C. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. E. Type Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions as required. F. Warranties and Bonds: Bind in copy of each. 1.6 MANUAL FOR MATERIALS AND FINISHES A. Building Products, Applied Materials, and Finishes: Include product data, with catalog number, size, composition, and color and texture designations. Provide information for re -ordering custom manufactured products. B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. C. Moisture Protection and Weather Exposed Products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. D. Additional Requirements: As specified in individual product specification Sections. 1.7 MANUAL FOR EQUIPMENT AND SYSTEMS A. Each Item of Equipment and Each System: Include description of unit or system, and component parts. Identify function, normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts. B. Panelboard Circuit Directories: Provide electrical service characteristics, controls and communications. C. Include color coded wiring diagrams as installed. D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut -down, and emergency instructions. Include summer, winter, and any special operating instructions. E. Maintenance Requirements: Include routine procedures and guide for trouble -shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. F. Provide servicing and lubrication schedule and list of lubricants required. G. Include manufacturer's printed operation and maintenance instructions. H. Include sequence of operation by controls manufacturer. I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. I. Provide control diagrams by controls manufacturer as installed. K. Provide Contractor's coordination drawings, with color coded piping diagrams as installed. L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. M. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. L. N. Additional Requirements: As specified in individual product specification Sections. 01044509 OPERATIONS AND MAINTENANCE DATA 01800 - 2 09/09 Mae Simmons Park Improvements City of Lubbock 1.8 INSTRUCTION OF OWNER PERSONNEL A. Before final inspection, instruct Owner's designated personnel in operation, adjustment, and maintenance of products, equipment, and systems, at agreed upon times. B. Use operation and maintenance manuals as basis for instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance. C. Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction. 1.9 SUBMITTALS A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Engineer will review draft and return one copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within ten days after acceptance. C. Submit one copy of completed volumes in final form 15 days prior to final inspection. Copy will be returned after final inspection, with Architect/Engineer comments. Revise content of documents as required prior to final submittal. D. Submit four copies of revised volumes of data in final form within ten days after final inspection. PART 2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01800 01044509 OPERATIONS AND MAINTENANCE DATA 01800 - 3 09/09 .. - Mae Simmons Park Improvements CiLubbock SECTION 02200 m DEMOLITION, REMOVAL AND SALVAGING OF EXISTING MATERIALS PART 1- GENERAL 1.1 GENERAL This item shall consist of the demolition, removal, and salvage or disposal of certain portions of existing paving materials, including existing asphalt surfacing and base material and existing concrete median, in accordance with these specifications and in conformity with the dimensions and typical cross sections shown on the plans and with the lines and grades established for the project. 1.2 CLASSIFICATION No consideration shall be given to differences in thickness or volume of material for each material removed. All pavement of each type to be removed shall be considered as being the same and equal and no consideration shall be given to differences in thickness of material. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 GENERAL Where applicable, all lines separating pavement to be removed from that to remain in place shall be cut neatly and in a straight line, or shall be separated at an existing expansion or construction joint. Cuts shall be made by means of sawing, or other methods approved by the Owner's Representative which will produce a satisfactory edge. In no case shall the line be cut with a motor grader blade. 3.2 REMOVING EXISTING TREES The Owner is responsible for removing all trees, roots, etc, within construction limits shown. 3.3 REMOVING EXISTING ASPHALT SURFACING AND BASE MATERIAL All existing materials to be removed and disposed of under this item shall be removed by the Contractor, and shall be disposed of in appropriate disposal areas off the Owner's property. Removal operations shall be accomplished in such a manner to minimize disturbance of existing underlying courses and adjacent pavement structures or improvements to remain in place. Any underlying courses disturbed during removal operations shall be reworked, recompacted and regraded to the satisfaction of the Engineer. Any damage to adjacent pavement structures or improvements to remain in place shall be repaired to the satisfaction of the Engineer. END OF SECTION 02200 01044509 DEMOLITION, REMOVAL AND SALVAGING 09/09 OF EXISTING MATERIALS 02200-1 Mae Simmons Park Improvements QV of LUbbock SECTION 02223 EXCAVATION, SUBGRADE PREPARATION, GRADING, EMBANKMENT AND TOPSOILING PART 1- GENERAL 1.1 GENERAL A. This item shall consist of excavation, subgrade preparation, grading, embankment and topsoiling of all materials within the limits of the work required to complete the construction of the various items included in this project in accordance with these specifications and in conformity with the dimensions and typical sections shown on the plans and with the lines and grades established for the project. B. All suitable material taken from excavation shall be used in the formation of embankment, subgrade, and for backfilling as indicated on the plans or as directed by the Owner's Representative, C. Fill material shall be supplied from borrow sites approved by the Owner's Representative at the Contractor's expense. If the volume of excavation material removed from the project construction area exceeds that required to construct the project to the grades indicated, the excess material shall become the property of the Contractor and shall be properly disposed of in areas off the construction site at the Contractor's expense. 1.2 CLASSIFICATION A. All material excavated shall be defined as unclassified excavation and shall include all excavation performed under this item regardless of the material encountered. Existing asphaltic concrete pavement and base material and concrete median be salvaged or removed in accordance with Section 02200, DEMOLITION, REMOVAL AND SALVAGING OF EXISTING MATERIALS, of these specifications. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 GENERAL A. The rough excavation shall be carried to the necessary depth to obtain the specified depth of subgrade densification shown on the plans. Likewise, on embankments, the depth of subgrade densification shall be as shown on the plans. Should the Contractor, through negligence or other fault, excavate below the designated lines, he shall replace the excavation with approved materials, in an approved manner and condition, at his own expense. The Owner's Representative shall have complete control over the excavation, moving, placing, and disposition of all material and shall determine the suitability of material to be placed in embankments. All material determined unsuitable shall be disposed of in waste areas or as 01044509 EXCAVATION, SUBGRADE PREPARATION, GRADING, 02223 - 1 09I09 EMBANKMENT AND TOPSOILING Mae Simmons Park Improvements City of Lubbock directed. Topsoil shall not be used in fills or in subgrades but shall be handled and placed as directed. B. The Contractor shall inform and satisfy himself as to the character, quantity, and distribution of all material to be excavated. No payment will be made for any excavated material which is used for purposes other than those designated. All spoil areas shall be leveled to a uniform line and section and shall present a neat appearance before project acceptance. C. Those areas outside of the pavement areas in which the top layer of soil material becomes compacted, due to hauling or to any other activity of the Contractor, shall be scarified and disced to a depth of 4 inches, as directed, to loosen and pulverize the soil. D. If it is necessary to interrupt existing surface drainage, sewers or underdrainage, conduits, utilities, or similar underground structures, or parts thereof, the Contractor shall be responsible for and shall take all necessary precautions to protect and preserve or provide temporary services. The Contractor shall, at his own expense, satisfactorily repair all damage; to such facilities or structures which may result from any of his operations during the period of the contract. 3.2 EXCAVATION A. Excavation shall be performed as indicated on the contract plans to the lines, grades, and elevation shown or as directed by the Owner's Representative, and shall be made so that the requirements for formation of embankments can be followed. No excavation or stripping shall be started until the Owners Representative has taken cross -sectional elevations and measurements of the existing ground surface, and has set control base lines for the proposed work. All material encountered within the limits indicated shall be removed and disposed of as directed. During the process of excavation, the grade shall be maintained so that it will be well drained at all times. When directed, temporary drains and drainage ditches shall be installed to intercept or divert surface water which may affect the work. B. When selective grading is specified or required as indicated on the plans, the excavated material shall be handled to allow the selected material to be properly placed in the embankment and in the capping of pavement subgrades as determined from the soil profile and soil characteristics. C. The Contractor shall so schedule the work that excavated material can be placed in its proper section of the pavement construction. If the Contractor for his convenience desires to stockpile material, it shall be stockpiled in approved areas for later use. D. Rock, shale, hardpan, loose rock, boulders, or other material unsatisfactory for subgrades, roads, shoulders, intermediate areas, or any areas intended for turfing shall be excavated to a minimum depth of 12 inches below the contemplated surface of the subgrade or the designated grades. Muck, peat, matted roots, or other yielding material, unsatisfactory for subgrade foundation, shall be removed to a depth specified, to provide a satisfactory foundation. Unsatisfactory materials shall become the property of the Contractor and shall be disposed of at locations approved by the Owner's Representative at the Contractor's expense. The portion so excavated shall be refilled with suitable selected material as specified, obtained from the grading operations or borrow area and thoroughly compacted by rolling. The necessary refilling will constitute a part of the embankment_ Where rock cuts are made and refilled with selected material, or where trenching out is done to provide for a course of pavement, the depths thus created shall be ditched at frequent intervals to provide.adequate drainage. E. The Owner reserves the right to make minor adjustments or revisions in lines or grades, if found necessary, as the work progresses due to discrepancies in the plans or to obtain satisfactory construction. 01044509 EXCAVATION, SUBGRADE PREPARATION, GRADING, 02223 - 2 09/09 EMBANKMENT AND TOPSOILING Mae Simmons Park Improvements Ci1y of Lubbock F. The removal of existing structures and utilities required to permit the orderly progress of work will be accomplished by the Contractor as an incidental part of the work, unless otherwise shown on the plans. G. In cut areas, the subgrade under areas to be paved shall be compacted to the depths and to the densities at optimum moisture as shown on the plans or as specified by the specifications, and as determined by the compaction control tests specified in ASTM D-698. Any unsuitable materials encountered shall be removed. H. In cut areas, the subgrade material shall be removed to the depths indicated on the drawings. The bottom layer of subgrade shall be compacted to the depths and density as shown on the drawings. The remaining layers of subgrade shall be constructed as embankment as shown on the drawings. I. No payment or measurement for payment will be made for suitable materials removed, manipulated, and replaced in order to obtain density except as specified above. Any removal, manipulation, aeration, replacement, and recompaction of suitable materials necessary to obtain the required density, except as specified above, shall be considered as incidental to the excavation and embankment operations, and shall be performed by the Contractor at no additional cost to the project. J. Stones or rock fragments larger than 4 inches in their greatest dimension will not be permitted in the top 12 inches of the subgrade. The finished grading operations conforming to the typical cross section shall be completed and maintained ahead of the paving operations. K. In cuts, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed to line or finished grade of slope. All cut -and -fill slopes shall be uniformly dressed to the slope, cross section, and alignment shown on the plans or as directed by the Owner's Representative. L. Blasting will not be permitted. 3.3 PREPARATION OF EMBANKMENT AREA A. Embankment areas shall be cleared and grubbed -All depressions or holes below the ground surface, whether caused by grubbing or otherwise, shall be backfilled with suitable material and compacted to ground surface before the construction of the embankment will be permitted to start. B. Immediately prior to the placing of the fill materials, the entire area upon which the embankment is to be placed, except where limited by rock, shall be scarified and broken by means of a disc harrow or plow, or other approved equipment, to a depth of 6 inches. Scarifying shall be done approximately parallel to the axis of the fill. All roots, debris, large stones, or objectionable material that would cause interference with the compaction of the foundation or fill shall be removed from the area and disposed of as directed. A thin layer (approximately 3 inches) of the fill material shall be spread over the scarified foundation and the whole area compacted as required in the specifications. C. Where embankments are to be placed on natural slopes steeper than 3-to-1, horizontal benches shall be constructed as directed by the Owners Representative. Suitable excavated material shall be incorporated in embankments. D. No direct payment shall be made for the preparation of the embankment area. r-11 - 01044509 EXCAVATION, SUBGRADE PREPARATION, GRADING, 02223 - 3 09/09 EMBANKMENT AND TOPSOILING Mae Simmons Park Improvements City of Lubbock 3.4 STRIPPING A. All vegetation such as trees, brush, heavy sods, heavy growth of grass, decayed vegetable matter, rubbish, and any other unsuitable material within the area upon which embankment is to be placed shall be stripped or otherwise removed before the embankment is started, and in no case shall such objectionable material be allowed in or under the embankment. No direct payment will be made for stripping. 3.5 FORMATION OF EMBANKMENTS A. Embankments shall be formed of satisfactory materials placed in successive horizontal layers of not more than 8 inches in loose depth for the full width of the cross section. B. The grading operations shall be conducted, and the various soil strata shall be placed, to produce a soil structure as shown on the typical cross section or as directed. All materials entering the embankment shall be reasonably free of organic matter such as leaves, grass, roots, and other objectionable material. Soil, granular material, shale, and any other material permitted for use in embankment shall be spread in successive layers as specified. C. Operations on earthwork shall be suspended at any time when satisfactory results cannot be obtained because of rain, freezing weather, or other unsatisfactory conditions of the field. The Contractor shall drag, blade, or slope the embankment to provide proper surface drainage. D. The material in the layers shall be of the proper moisture content before rolling to obtain the prescribed compaction. Wetting or drying of the material and manipulation when necessary to secure a uniform moisture content throughout the layer shall be required. Should the material be too wet to permit proper compaction or rolling, all work on all portions of the embankment thus affected shall be delayed until the material has dried to the required moisture content. Sprinkling shall be done with approved equipment that will sufficiently distribute the water. Sufficient equipment to furnish the required water shall be available at all tinges. Samples of all embankment materials for testing, both before and after placement and compaction, will be taken at frequent intervals. From these tests, corrections, adjustments, and modifications of methods, materials, and moisture content will be made to construct the embankment. E. Roiling operations shall be continued until the embankment is compacted to not less than 95 % of the maximum density, at optimum moisture, as determined by the compaction control tests in ASTM D-698. Under all areas to be paved, the embankment shall be compacted to the depths and to the densities at optimum moisture as shown on the plans or as specified in the specifications, as determined by the compaction control tests specified in ASTM D-698.On all areas outside of the pavement areas, no compaction will be required on the top 4 inches. Any areas inaccessible to a roller shall be consolidated and compacted by mechanical tampers. F. During construction of the embankment, the Contractor shall route his equipment at all times, both when loaded and when empty, over the layers as they are placed and shall distribute the travel evenly over the entire width of the embankment. The equipment shall be operated in such a manner that hardpan, cemented gravel, clay, or other chunky soil material will be broken up into small particles and become incorporated with the other material in the layer. G. In the construction of embankments, starting layers shall be placed in the deepest portion of the fill; as placement progresses, layers shall be constructed approximately parallel to the finished pavement grade line. 01044509 EXCAVATION, SUBGRADE PREPARATION, GRADING, 02223 - 4 09/09 EMBANKMENT AND TOPSOII.ING �_ a E Mae Simmons Park Improvements Cjjy of LubbarA H. When rock and other embankment material are excavated at approximately the same time, the rock shall be incorporated into the outer portion of the embankment and the other materials shall be incorporated under the future paved areas. Stones or fragmentary rock larger than 4 inches in their greatest dimension will not be allowed in the top 12 inches of the subgrade. Rockfill shall be brought up in layers as specified or as directed and every effort shall be exerted to fill the voids with the finer material to form a dense, compact mass. Rock or boulders shall not be disposed of outside of the excavation or embankment areas, except at places and in the manner designated by the Owner's Representative. } I. Frozen material shall not be placed in the embankment nor shall embankment be placed upon I frozen material. J. The Contractor shall be responsible for the stability of all embankments made under the contract and shall replace any portion which, in the opinion of the Owner's Representative, has become displaced due to carelessness or negligence on the part of the Contractor. K. There will be no separate measurement or payment for compacted embankment, and all costs incidental to placing in layers, compacting, discing, watering, mixing, sloping, and other necessary operations of the embankments will be included in the contract price for excavation. L. When stockpiling of excavated material and later rehandling of such material is done for the convenience of the Contractor, no extra payment will be made for the rehandling of stockpiled materials. 3.6 EQUIPMENT A. The Contractor may use any type of earth -moving, compaction, and watering equipment he may desire or has at his disposal, provided the equipment is in a satisfactory condition and is of such capacity that the construction schedule can be maintained as planned by the Contractor and as approved by the Owner's Representative in accordance with the total calendar days or working days bid for the construction. The Contractor shall furnish, operate, and maintain such equipment as is necessary to control uniform density, layers, section, and smoothness of grade. 3.7 PREPARATION AND PROTECTION OF THE TOP OF THE SUBGRADE A. On areas to be paved, the specified depth in cut areas and the top of embankment shall be compacted to the density specified. When completed, the surface shall be true to the lines, grades, and cross section shown on the plans or as directed by the Owner's Representative. . r After all drains, structures, ducts, and other underground appurtenances along the edges or i-' under the pavement have been completed, the subgrade shall be compacted to a 6" depth and P P 95% density (± 2% optimum moisture) according to ASTM D-698. Any irregularities or depressions that develop under rolling shall be corrected by loosening the material at these places and adding, removing, or replacing material until the surface is smooth and uniform. Any portion of the area which is not accessible to a roller shall be compacted to the required density by approved mechanical tampers. The material shall be sprinkled with water during �...-+ rolling or tamping as required or when directed by the Owner's Representative. B. All soft and yielding material and material which will not compact readily when rolled or tamped shall be removed as directed by the Owner's Representative and replaced with suitable material. After grading operations are complete, all loose stones larger than 2 inches in their greatest dimension shall be removed from the surface of all proposed graded paving areas and disposed of as directed by the Owner's Representative. 01044509 EXCAVATION, SUBGRADE PREPARATION, GRADING, 02223 - 5 09/09 EMBANKMENT AND TOPSOELING Mae Simmons Park Improvements C. At all times, the top of the subgrade shall be kept in such condition that it will drain readily and effectively. In handling materials, tools, and equipment, the Contractor shall protect the subgrade from damage by laying planks when directed and shall take other precautions as needed. In no case will vehicles be allowed to travel in a single track. If ruts are formed, the subgrade shall be reshaped and rolled. Storage or stockpiling of materials on the top of the subgrade will not be permitted. Until the subgrade has been checked and approved, no stabilized subgrade, subbase, base, surface course, or pavement shall be laid thereon. 3.8 HAUL A. No payment will be made separately or directly for haul on any part of the work. All hauling will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the contract unit price for the pay items of work involved. 3.9 TOLERANCES A. In those areas upon which a subbase, base course, or surface course is to be placed, the top of the subgrade shall be of such smoothness that, when tested with a 15-foot straightedge, it shall not show any deviation in excess of 2 inch, or shall not be more than 0.05 foot from truegrade as established by grade hubs or pins. Any deviation in excess of these amounts shall be corrected by loosening, adding, or removing materials, reshaping, and recompacting by sprinkling and rolling. 3.10 TOPSOIL A. Topsoil shall be salvaged from stripping or other grading operations. Topsoil shall be the surface layer of soil with no admixture of refuse or any material toxic to plant growth, and it shall be reasonably free from subsoil and stumps, roots, brush, stones (2 inches or more in diameter), clay lumps or similar objects. Brush and other vegetation which will not be i. incorporated with the soil during handling operations shall be cut and removed. Ordinary sods and herbaceous growth such as grass and weeds are not to be removed but shall be thoroughly broken up and intermixed with the sail during handling operations. l- B. All areas outside the paved areas within the grading limits shall be topsoiled unless otherwise shown on the plans or otherwise directed by the Owner's Representative. C. Suitable equipment necessary for proper preparation and treatment of the ground surface, stripping of topsoil, and for the handling and placing of all required materials shall be on hand, in good condition, and approved by the Owner's Representative before the various operations are started. D_ Immediately prior to dumping and spreading the topsoil on any area, the surface shall be loosened by discs or spike -tooth harrows, or by other means approved by the Owner's Representative, to a minimum depth of 2 inches to facilitate bonding of the topsoil to the covered subgrade soil. The surface of the area to be topsoiled shall be cleared of all stones larger than 2 inches in any diameter and all litter or other material which may be detrimental to proper bonding, the rise of capillary moisture, or the proper growth of the desired planting. Limited areas, as shown on the plans, which are too compact to respond to these operations ` shall receive special scarification. E. Grades on the areas to be topsoiled, which have been established, shall be maintained in a true and even condition. Where grades have not been established, the areas shall be smooth -graded and the surface left at the prescribed grades in an even and properly compacted condition to prevent, insofar as practical, the formation of low places or pockets where water will stand. 01044509 EXCAVATION, SUBGRADE PREPARATION, GRADING, 02223 - 6 09/09 EMBANKMENT AND TOPSOiLING Mae Simmons Park Improvements City of Lubbock F F. Prior to the stripping of topsoil from designated areas, , .__,.. as, any vegetation, briers, stumps and large roots, rubbish or stones found on such areas, which may interfere with subsequent operations, shall be removed using methods approved by the Owner's Representative. Heavy sod or other 1....;; cover, which cannot be incorporated into the topsoil by discing or other means shall be removed. G. The Contractor shall remove topsoil from the designated areas and to the depth as directed by the Owner's Representative. The topsoil shall be spread on areas already tilled and smooth -graded, or stockpiled in areas approved by the Owner's Representative. Any topsoil stockpiled by the Contractor shall be rehandled and placed without additional compensation. ' H. In unpaved excavation areas, at least the upper 4 inches of material shall be topsoil, unless otherwise shown on the plans or stated in the special provisions. Spreading shall not be done when the ground or topsoil is frozen, excessively wet, or otherwise in a condition detrimental to the work. Spreading shall be carried on so that turfing operations can proceed with a minimum of soil or tilling. preparation g I. After spreading, any large, stiff clods and hard lumps shall be broken with a pulverizer or by a E other effective means, and all stones or rocks (2 inches or more in diameter), roots, litter, or any foreign matter shall be raked up and disposed of by the Contractor. After spreading is completed, the topsoil shall be satisfactorily compacted by rolling with a cultipacker or by other means approved by the Owner`s Representative. The compacted topsoil surface shall conform to the required lines, grades, and cross sections. Any topsoil or other dirt falling upon pavements as a result of hauling or handling of topsoil shall be promptly removed. J. No direct payment will be made for topsoil as such. END OF SECTION 02223 01044509 EXCAVATION, SUBGRADE PREPARATION, GRADING, 02223 - 7 09109 EMBANKMENT AND TOPSOILING Mae Simmons Park Improvements 7 SECTION 02260 EXCAVATION SUPPORT AND PROTECTION PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes temporary excavation support and protection systems. B. Related Sections include the following: 1. Division 2 Section "Earthwork" for excavating and backfilling and for existing utilities. 1.3 PERFORMANCE REQUIREMENTS A. Design, furnish, install, monitor, and maintain excavation support and protection system capable of supporting excavation sidewalls and of resisting soil and hydrostatic pressure and superimposed and construction loads. 1. Provide professional engineering services needed to assume engineering responsibility, including preparation of Shop Drawings and a comprehensive engineering analysis by a qualified professional engineer. 2. Prevent surface water from entering excavations by grading, dikes, or other means. 3. Install excavation support and protection systems without damaging existing buildings, pavements, and other improvements adjacent to excavation. 1.4 SUBM=ALS A. Shop Drawings for Information: Prepared by or under the supervision of a qualified professional engineer for excavation support and protection systems. 1. Include Shop Drawings signed and sealed by a Texas Licensed Professional Engineer responsible for their preparation. B. Qualification Data: For Installer and professional engineer. C. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining construction and site improvements that might be misconstrued as damage caused by the absence of, the installation of, or the performance of excavation support and protection systems. 1.5 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others ... unless permitted in writing by Engineer and then only after arranging to provide temporary utility services according to requirements indicated. 01044509 EXCAVATION SUPPORT AND PROTECTION 09109 02260 - 1 Mae Simmons Park Improvements B. Survey adjacent structures and improvements, employing a qualified professional engineer or land surveyor; establish exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. 1. During installation of excavation support and protection systems, regularly resurvey benchmarks, maintaining an accurate log of surveyed elevations and positions for comparison with original elevations and positions. Promptly notify Engineer if changes in elevations or positions occur or if cracks, sags, or other damage is evident in adjacent construction. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Provide materials that are either new or in serviceable condition. B. Structural Steel: ASTM A 36/A 36M, ASTM A 690/A 690M, or ASTM A 992/A 992M, C. Steel Sheet Piling: ASTM A 328/A 328M, ASTM A 572/A 572M, or ASTM A 690/ A 690M; with continuous interlocks. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards that could develop during excavation support and protection system operations. 1. Shore, support, and protect utilities encountered. B. Install excavation support and protection systems to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction- C. Locate excavation support and protection systems clear of permanent construction so that forming and finishing of concrete surfaces is not impeded. D. Monitor excavation support and protection systems daily during excavation progress and for as long as excavation remains open. Promptly correct bulges, breakage, or other evidence of movement to ensure that excavation support and protection systems remain stable. E. Promptly repair damages to adjacent facilities caused by installing excavation support and protection systems. 3.2 SHEET PILING A. Before starting excavation, install one-piece sheet piling lengths and tightly interlock to form a continuous barrier. Limit vertical offset of adjacent sheet piling to 60 inches. Accurately align exposed faces of sheet piling to vary not more than 2 inches from a horizontal line and not more than 1:120 out of vertical alignment. Cut tops of sheet piling to uniform elevation at top of excavation. 01044509 EXCAVATION SUPPORT AND PROTECTION 02260 - 2 09/09 0 Mae Simmons Park Improvements t of Lubbock 3.3 TRENCH BOXES A. Provide Engineer -approved trench boxes sufficient for depth and width of open -cut trench. All exposed trench shall be protected. 3.4 TRENCHING PROCEDURES Provide shoring systems in accordance with the Contractor's submitted design to adequately resist earth pressures. A. Proceed with work in an orderly fashion. Install trench bracing systems as soon as possible after opening trenches. Do not allow workers in trench prior to installing trench bracing systems. B. Backfill trenches as soon as possible after completion of work. C. Stockpile excavated materials at three feet away from edge of trench. D. Maintain barricades and signage as required by State and Local codes to protect open excavations. E. Do not allow surface water to enter excavations. Properly grade areas adjacent to trench excavations to control surface drainage away from excavations. F. If cut back method is allowed by Owner and is employed, maintain a clear distance of three feet from edge of cut to avoid allowing loose material to enter trench. Cut back method may not be used where there is insufficient work area to employ it. G. Do not operate heavy equipment except for trench digging or pipe laying equipment within twenty feet of edge of excavation. Haul trucks, if needed, may operate closer than twenty feet to trench edge provided the Contractor deems it safe to do so. 3.5 REMOVAL AND REPAIRS A. Remove excavation support and protection systems when construction has progressed sufficiently to support excavation and bear soil and hydrostatic pressures. Remove in stages to avoid disturbing underlying soils or damaging structures, pavements, facilities, and utilities. END OF SECTION 02260 01044509 EXCAVATION SUPPORT AND PROTECTION 09/09 02260 - 3 . Mae Simmons Park Improvements Cate .2£Lubbock _ SECTION 02317 _ . •...,.,... _,,,,.,.. EXCAVATION AND BACKFILL FOR UTILITIES PART 1- GENERAL 1.1 SECTION INCLUDES A. This section of the specifications includes information on excavation, trenching, foundation, embedment, and backfill for installation of utilities, including manholes and pipeline structures. 1.2 RELATED SECTIONS A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and other Division 1 specification sections apply to this section. B. Section 01555 — Barricades, Signs and Traffic Handling. C. Section 02080 — Precast Concrete Vaults. D. Section 02221— Removing Existing Pavements. E. Section 02260 — Excavation Support and Protection. F. Section 02300 — Earthwork. G. Section 02320 — Utility Backfill Materials. 1.3 DEFINITIONS A. Pipe Foundation: Suitable and stable native soils that are exposed at the trench subgrade after excavation to depth of bottom of the bedding as shown on the Drawings, or foundation backfill material placed and compacted in over -excavations. B. Pipe Bedding: The portion of trench backfill that extends vertically from top of foundation up to a level line at bottom of pipe, and horizontally under If3 of the pipe O.D. C. Haunching: The material placed on either side of pipe from the foundation to the springline of the pipe for rigid wall pipe, and horizontally from one trench sidewall to opposite sidewall, excluding the bedding section as shown on the plans. D. Initial Backfill: The portion of trench backfill that extends vertically from the top of haunching or cement stabilized backfill up to a level line immediately below pavement subgrade, and horizontally from one trench sidewall to opposite sidewall. E. Pipe Embedment: The portion of trench backfill that consists of bedding, haunching and initial backfill. F. Trench Zone: The portion of trench backfill that extends vertically from top of pipe embedment up to a line immediately below pavement subgrade or up to final grade when not beneath pavement. G. Backfill: Suitable material meeting specified quality requirements, placed and compacted under controlled conditions. H. Ground Water Control Systems: Installations external to trench, such as well points, eductors, or deep wells. Ground water control includes dewatering to lower ground water, intercepting seepage which would otherwise emerge from side or bottom of trench excavation, and depressurization to prevent failure or heaving of excavation bottom. Refer to Section 02240 - Dewatering. 01044509 EXCAVATION AND BACKFILL FOR UTILITIES 02317 - 1 �11 Mae Simmons Park Improvements City ofLbbock I. Surface Water Control: Diversion and drainage of surface water runoff and rain water away from trench excavation. Rain water and surface water accidentally entering trench shall be controlled and removed as a part of excavation drainage. J. Excavation Drainage: Removal of surface and seepage water in trench by sump pumping or other approved means. K. Trench Conditions are defined with regard to the stability of trench bottom and trench walls of pipe embedment zone. Maintain trench conditions that provide for effective placement and compaction of embedment material directly on or against undisturbed soils or foundation backfill, except where structural trench support is necessary. I. Dry Stable Trench: Stable and substantially dry trench conditions exist in pipe embedment zone as a result of typically dry soils or achieved by ground water control (dewatering or depressurization) for trenches extending below ground water level. 2. Stable Trench with Seepage: Stable trench in which ground water seepage is controlled by excavation drainage. a. Stable Trench with Seepage in Clayey Soils: Excavation drainage is provided in lieu of or to supplement ground water control systems to control seepage and provide stable trench subgrade in predominately clayey soils prior to bedding placement. b. Stable Wet Trench in Sand Soils: Excavation drainage is provided in the Y g s embedment zone in combination with ground water control in predominately sandy or silty soils_ 3. Unstable Trench: Unstable trench conditions exist in the pipe embedment zone if ground water inflow or high water content causes soil disturbances, such as sloughing, sliding, boiling, heaving or loss of density. L. Subtrench: Subtrench is a special case of benched excavation. Subtrench excavation below trench shields or shoring installations may be used to allow placement and compaction of foundation or embedment materials directly against undisturbed soils. Depth of a subtrench depends upon trench stability and safety as determined by the Contractor. M. Over -Excavation and Backfill: Excavation of subgrade soils with unsatisfactory bearing capacity or composed of otherwise unsuitable materials below top of foundation as shown 1 on Drawings, and backfilled with foundation backfill material. e N. Foundation Backfill Materials: Natural soil or manufactured aggregate of controlled gradation, to control drainage and material separation. Foundation backfill material is placed and compacted as backfill to provide stable support for bedding. O. Trench Safety Systems include both protective systems and shoring systems as defined in Section 02260 — Excavation Support and Protection. P. Trench Shield (Trench Box): A portable worker safety structure moved along the trench as work proceeds, used as a protective system and designed to withstand forces imposed on it by cave-in, thereby protecting persons within the trench. Trench shields may be stacked if so designed or placed in a series depending on depth and length of excavation to be protected._... Q. Shoring System: A structure that supports sides of an excavation to maintain stable soil conditions and prevent cave-ins, or to prevent movement of the ground affecting adjacent installations or improvements. 01044509 EXCAVATION AND BACKFILL FOR UTILITIES 02317 - 2 09109 Mae Simmons Park Improvements 1.4 REFERENCES A. ASTM D 558 - Test Methods for Moisture -Density Relations of Soil Cement Mixtures. B. ASTM D 698 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 5.5-lb (2.49-kg) Rammer and 12-in. (304.8-nun) Drop. C. ASTM D 1556 - Test Method for Density in Place by the Sand -Cone Method. D. ASTM D 2487 - Classification of Soils for Engineering Purposes. E. ASTM D 2922 - Test Method for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). F. ASTM D 3017 - Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth). G. ASTM D 4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. H. TxDOT Tex-101-E - Preparation of Soil and Flexible Base Materials for Testing. I. TxDOT Tex-1 IO-E - Determination of Particle Size Analysis of Soils. J. Federal Regulations, 29 CFR Part 1926, Standards -Excavation, Occupational Safety and Health Administration (OSHA). 1.5 SCHEDULING A. Schedule work so that pipe embedment can be completed on the same day that acceptable foundation has been achieved for each section of pipe installation, manhole, or other structures. 1.6 SUBMITTALS A. Conform to Section 01330 - Submittal Procedures. B. Submit a written description for information only of the planned typical method of excavation, backfill placement and compaction, including: 1. Sequence of work and coordination of activities. 2. Selected trench widths. 3. Procedures for foundation and embedment placement, and compaction. 4. Procedure for use of trench boxes and other prernanufactured systems while assuring specified compaction against undisturbed soil. C. Submit backfill material sources and product quality information in accordance with requirements of Section 02320 - Utility Backfill Materials. D. Submit record of location of pipe as installed, referenced to survey control points. Include locations of utilities encountered that are not shown on drawings or rerouted for the convenience of the Contractor. Give stations, coordinates, elevations, inverts, and gradients of installed pipe, casing, etc. E. Submit field density tests of trench backfill. F. Submit laboratory density compaction curves for each material. 1.7 TESTS A. Perform backfill material source qualification testing in accordance with requirements of Section 02320- Utility Backfill Materials. B. Perform field density tests of trench backfill representative of each 150 linear feet of trench and each compacted layer. 01044509 EXCAVATION AND BACKFILL FOR UTILITIES 09f09 02317 - 3 Mae Simmons Park Improvements ully or J.u000 x I C. Once within pavement subgrade depth under paved areas, perform field density tests of subgrade at the frequency specified in Section 02223 — Excavation, Subgrade Preparation, Grading, Embankment and Topsoiling. D. The Owner will perform his own check of field densities at random intervals at Owner's ' expense for passing tests. Failing tests will be charged to the Contractor. PART 2 - PRODUCTS 2.1 EQUIPMENT A. Perform excavation with hydraulic excavator or other equipment suitable for achieving the requirements of this Section. B. Use only hand -operated tamping equipment until a minimum cover of 12 inches is obtained over pipes, conduits, and ducts. Do not use heavy compacting equipment until adequate cover is attained to prevent damage to pipes, conduits, or ducts. Do not use vibratory equipment until 5 feet of cover over pipes, conduits and ducts is obtained. Do not use vibratory equipment if adjacent structures are affected. C. Use trench shields or other protective .systems or shoring systems which are designed and operated to achieve placement and compaction of backfill directly against undisturbed native soil. 2.2 MATERIAL CLASSIFICATIONS A. Embedment and Trench Zone Backfill Materials: Conform to classifications and product descriptions of Section 02320 - Utility Backfill Materials. 2.3 ACCESSORIES A. Warning Tape: Install 12 inches below finished grade acid- and alkali -resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility; colored as follows: B. Continuously coated 10-ga. locating wire. See Plans for specific location. 1. Red: Electric. 2. Yellow: Gas, oil, steam, and dangerous materials. 3. Orange: Telephone and other communications. 4. Blue: Water systems. 5. Green: Sewer systems. PART 3 - EXECUTION 3.1 INSTALLATION A. Install flexible pipe to conform to the trench details shown in the drawings. B. Install rigid pipe to conform with the trench details shown in the drawings. 01044509 EXCAVATION AND BACKFILL FOR UTILITIES 02317 - 4 09/09 1 .. - Mae Simons Park Improvements City of Lubbock 3.2 PREPARATION A. Establish traffic control to conform with requirements of Section 01555 -- Barricades, Signs and Traffic Handling and the drawings. B. Perform work to conform with applicable safety standards and regulations. Employ a trench safety system as specified in Section 02260 -- Excavation Support and Protection. C. Immediately notify the agency or company owning any existing utility line which is damaged, broken, or disturbed. Obtain approval from the Engineer and agency for any repairs or relocations, either temporary or permanent. D. Remove existing pavements and structures, including sidewalks and driveways, to conform with requirements of Section 02221- Removing Existing Pavements. E. Maintain permanent benchmarks, monumentation, and other reference points. Unless otherwise directed in writing, replace those which are damaged or destroyed. 3.3 PROTECTION A. Protect trees, shrubs, lawns, existing structures, and other permanent objects outside of grading limits and within the grading limits as designated on the Drawings. B. Protect and support above -grade and below -grade utilities which are to remain. C. Restore damaged permanent facilities to pre -construction conditions unless replacement or abandonment of facilities are indicated on the Drawings. D. Take measures to minimize erosion of trenches. Do not allow water to pond in trenches. Where slides, washouts, settlements, or areas with loss of density or pavement failures or potholes occur, repair, recompact, and pave those areas at no additional cost to Owner. 3A EXCAVATION A. Perform excavation work so that pipe, conduit, and ducts can be installed to depths and alignments shown on the Drawings. Avoid disturbing surrounding ground and existing facilities and improvements. B. Determine trench excavation widths based on the requirements shown on the plans. C. Use sufficient trench width or benches above the embedment zone for installation of well point headers or manifolds and pumps where depth of trench makes it uneconomical or impractical to pump from the surface elevation. Provide sufficient space between shoring cross braces to permit equipment operations and handling of forms, pipe, embedment and backfill, and other materials. D. Upon discovery of unknown utilities, badly deteriorated utilities not designated for removal, or concealed conditions, discontinue work at that location. Notify the Engineer and obtain instructions before proceeding. E. Shoring of Trench Walls. 1. Install Special Shoring in advance of trench excavation or simultaneously with the trench excavation, so that the soils within the full height of the trench excavation walls will remain laterally supported at all times. 2. For all types of shoring, support trench walls in the pipe embedment zone throughout the installation. Provide trench wall supports sufficiently tight to prevent washing the trench wall soil out from behind the trench wall support. 01044509 EXCAVATION AND BACKFILL FOR UTILITIES 02317 - 5 09/09 Mae Simmons Park Improvements 3. Unless otherwise directed by the Engineer, leave sheeting driven into or below the pipe embedment zone in place to preclude loss of support of foundation and embedment materials. Leave rangers, walers, and braces in place as long as required to support sheeting, which has been cut off, and the trench wall in the vicinity of the pipe zone. 4. Employ special methods for maintaining the integrity of embedment or foundation material. Before moving supports, place and compact embedment to sufficient depths to provide protection of pipe and stability of trench walls. As supports are moved, finish placing and compacting embedment. 5. If sheeting or other shoring is used below top of the pipe embedment zone, do not disturb pipe foundation and embedment materials by subsequent removal. Maximum thickness of removable sheeting extending into the embedment zone shall be the equivalent of a 1-inch-thick steel plate. Fill voids left on removal of supports with 5 compacted backfill material. F. Use of Trench Shields. When a trench shield (trench box) is used as a worker safety device, , the following requirements apply: 1. Make trench excavations of sufficient width to allow shield to be lifted or pulled freely, without damage to the trench sidewalls. 2. Move trench shields so that pipe, and backfill materials, after placement and compaction, are not damaged nor disturbed, nor the degree of compaction reduced. 3. When required, place, spread, and compact pipe foundation and bedding materials beneath the shield. For backfill above bedding, lift the shield as each layer of backfill is placed and spread. Place and compact backfill materials against undisturbed trench walls and foundation. 4. Maintain trench shield in position to allow sampling and testing to be performed in a safe manner. 5. Contractor shall provide trench shield for Owner's tests within the trench as required in paragraph 3.11.B. 3.5 HANDLING EXCAVATED MATERIALS A. Use only excavated materials which are suitable as defined in this Section and conforming with Section 02320 - Utility Backfill Materials. Place material suitable for backfilling in stockpiles at a distance from the trench to prevent slides or cave-ins. 3.6 TRENCH FOUNDATION A. Excavate bottom of trench to uniform grade to achieve stable trench conditions and satisfactory compaction of foundation or bedding materials. 3.7 PIPE EMBEDMENT, PLACEMENT, AND COMPACTION A. Immediately prior to placement of embedment materials, the bottoms and sidewalls of trenches shall be free of loose, sloughing, caving, or otherwise unsuitable soil- B. Place embedment including bedding, haunching, and initial backfill as shown on Drawings. 01044509 EXCAVATION AND BACKFILL FOR UTILITIES 09/09 02317-6 Mae Simmons Park Improvements Lubbock C. For pipe installation, manually spread embedment materials around the pipe to provide uniform bearing and side support when compacted. Do not allow materials to free -fall from heights greater than 24 inches above top of pipe. Perform placement and compaction directly against the undisturbed soils in the trench sidewalls, or against sheeting which is to remain in place. D. Do not place trench shields or shoring within height of the embedment zone unless means to maintain the density of compacted embedment material are used. If moveable supports are used in embedment zone, lift the supports incrementally to allow placement and compaction of the material against undisturbed soil. E. Do not damage coatings or wrappings of pipes during backfilling and compacting operations. When embedding coated or wrapped pipes, do not use crushed stone or other sharp, angular aggregates. F. Place haunching material manually around the pipe and compact it to provide uniform bearing and side support. If necessary, hold small -diameter or lightweight pipe in place with sand bags or other suitable means during compaction of haunch areas and placement beside the pipe. G. Shovel in -place and compact embedment material using pneumatic tampers in restricted areas, and vibratory -plate compactors or engine -powered jumping jacks in unrestricted areas. Compact each lift before proceeding with placement of next lift. Water tamping and water jetting are not allowed. H. For flowable fill, such as cement stabilized backfill, vibrate flowable backfill with concrete vibrator to consolidate material under haunches. I. Install specified location tape and wire as shown on the drawings and per Section 02300 — "Earthwork" - 2.2. A and B. 3.8 TRENCH ZONE BACKFILL PLACEMENT AND COMPACTION A. Place backfill for pipe or conduits and restore surface as soon as practicable. B. Place trench zone backfill in lifts and compact by methods selected by the Contractor. Fully compact each lift before placement of the next lift. 1. Native Material/Borrow Material (Pipe Installation) a. Maximum lift thickness determined by Contractor to achieve uniform placement and required compaction, but not exceeding 6 inches. b. Compaction by trench sheep's foot or by vibratory equipment to a minimum of 95 percent of the maximum dry density determined according to ASTM D 698. Use of vibratory equipment limited as specified in paragraph 2.1.B. C. Moisture content within 2% of optimum determined according to ASTM D 698. 2. Native Material/Borrow Material (Leaching Chamber installation) a. Walk native material into haunches and compact under foot. b. Material from top of chamber to top of trench shall be hand compacted to 85% density per ASTM D-698. 01044509 EXCAVATION AND BACKFILL FOR UTILITIES 09109 02317 - 7 Mae Simmons Park Improvements 3. Topsoil a. Maximum lift thickness determined by Contractor to achieve uniform ; placement and required compaction, but not exceeding 6 inches. b. Compaction by sheep's foot, by steel wheel roller or by vibratory equipment to a minimum of 85 percent of the maximum dry density determined according to ASTM D 698. Use of vibratory equipment limited as specified in paragraph 2.1.B. C. Moisture content within 2% of optimum determined according to ASTM D 698. 4. Bedding Material . a. Sand bedding shall be loosely placed in trench as shown on drawings. 3.9 MANHOLES, JUNCTION BOXES, AND OTHER PIPELINE STRUCTURES A. Meet the requirements of adjoining utility installations for backfill of pipeline structures, as shown on the Drawings. 3.10 FIELD QUALITY CONTROL A. Test for material source qualifications as defined in Section 02320 - Utility Backfill Materials. B. Provide excavation and trench safety systems at locations and to depths required for testing and retesting during construction at no additional cost to Owner. C. Tests will be performed by Contractor on a minimum of three different samples of each material type for plasticity characteristics, in accordance with ASTM D 4318, and for gradation characteristics, in accordance with Tex-101-E and Tex-110-E. Additional classification tests will be performed whenever there is a noticeable change in material gradation or plasticity. D. At least three tests for moisture -density relationships will be performed initially for backfill :materials in accordance with ASTM D 698. Additional moisture -density relationship tests will be performed whenever there is a noticeable change in material gradation or plasticity. E. In -place density tests of compacted pipe foundation, embedment and trench zone backfill soil materials will be performed according to ASTM D 1556, or ASTM D 2922 and ASTM D 3017, and at the following frequencies and conditions. 1. A tninimum of one test for every 150 linear feet of compacted trench zone backfill material for each compacted layer. 2. Density tests will be distributed among the placement areas. Placement areas are: foundation, bedding, haunching, initial backfill and trench zone. 3. The number of tests will be increased if inspection determines that soil type or moisture content are not uniform or if compacting effort is variable and not considered sufficient to attain uniform density, as specified. 4. Density tests may be performed at various depths below the fill surface by pit excavation. Material in previously placed lifts may therefore be subject to acceptance/rejection. 5. Two verification tests will be performed adjacent to in -place tests showing density less than the acceptance criteria. Placement will be rejected unless both verification tests show acceptable results. 6. Recompacted placement will be retested at the same frequency as the first test series, including verification tests. 01044509 EXCAVATION AND BACKFILL FOR UTILITIES 02317 - 8 09109 Mae Simmons Park Improvements F. Recondition, recompaet, and retest at Contractor's expense if tests indicate Work does not meet specified compaction requirements. For hardened cement stabilized backfill with nonconforming density, core and test for compressive strength at Contractor's expense. G. Acceptability of crushed rock compaction will be determined by inspection. 3.11 DISPOSAL OF EXCESS MATERIAL A. Dispose of excess materials in accordance with requirements of Section 01576 -- Waste Material Disposal END OF SECTION 02317 01044509 EXCAVATION AND BACKFILL FOR UTILITIES 09/09 02317 - 9 Mae Simmons Park Improvements City of Lubbock SECTION 02320 UTILITY BACKFILL MATERIALS PART 1- GENERAL 1.1 SECTION INCLUDES A. This Section of the specifications covers materials related to the backfill of utilities. 1 Included are the following: 1. "Concrete" sand. (for use a base for leaching chambers) 2. Native soil materials. :. 3. Topsoil. 4. Borrow material. 5. Crushed Stone L2 RELATED DOCUMENTS A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and other Division 1 specifications, apply to this section. B. Section 02300 — Earthwork. C. Section 02317 — Excavation and Backfill for Utilities. 1.3 DEFINITIONS A. Refer to Section 02317 -- Excavation and Backfill for Utilities. 1.4 REFERENCES A. ASTM C 33 - Specification for Concrete Aggregate. t B. ASTM C 40 - Test Method for Organic Impurities in Fine Aggregates for Concrete. C. ASTM C 123 - Test Method for Lightweight Pieces in Aggregate. D. ASTM C 131 - Test Method for Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. E. ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates. F. ASTM C 142 - Test Method for Clay Lumps s and Friable Particles in Aggregates. G. ASTM D 698 — Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lb/fP). H. ASTM D 1140 - Test Method for Amount of Materials in Soils Finer Than No. 200 Sieve. 1. ASTM D 2487 - Classification of Soils for Engineering Purposes (Unified Soil Classification System). J. ASTM D 2488 - Standard Practice for Description and Identification of Soils (Visual-, Manual Procedure). K. ASTM D 4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity index of Soils. L. ASTM D 4643 - Method for Determination of Water (Moisture) Content of Soil by the Microwave Oven Method. M. TxDOT Tex- 101-E - Preparation of Soil and Flexible Base Materials for Testing. N. TxDOT Tex-104-E - Test Method for Determination of Liquid Limit of Soils (Part 1). O. TxDOT Tex-106-E - Test Method - Methods of Calculating Plasticity Index of Soils. f,... P. TxDOT Tex- 110-E - Determination of Particle Size Analysis of Soils. 01044509 UTILITY BACKFILL MATERIALS 02320 - 1 09/09 I Mae Simmons Park Improvements City of LAjhbock 1.5 SUBMITTALS A. Conform to requirements of Section 01330 - Submittal Procedures. B. Submit a description of source, material classification and product description, production method, and application of backfill materials. C_ Submit test results for samples of off -site backfill materials. D. For each delivery of material, provide a delivery ticket which includes source location. 1.6 TESTS A. Perform tests of sources for off -site backfill material. B. Verification tests of backfill materials may be performed by the Owner, at Owner's expense; however, failing tests will be charged to the Contractor. PART 2-PRODUCTS 2.1 MATERIAL DESCRIPTIONS A. "Concrete" Sand 1. Coarse -grained, well -graded, sand (natural, manufactured, or a combination of both) conforming to requirements of ASTM C33. 2. Gradation shall conform to ASTM C 136 and the following limits. PC C. DO Sieve Percent Passing 3/8" 100 No, 4 95 to 100 No. 8 80 to 100 No. 16 50 to 85 No. 30 25 to 60 No. 50 10 to 30 No. 100 2 to 10 Native Soil Material for Backfill 1. Provide backfill material that is free of stones greater than 6 inches, free of roots, waste, debris, trash, organic material, unstable material, non -soil matter, hydrocarbon or other contamination. Topsoil 1. Provide topsoil material that is free of stones greater than 3 inches, free of roots, waste, trash, debris, organic material, unstable material, non -soil matter, hydrocarbon or other contamination. 2. Surface should be made clear of rock and other debris before planting. 3. Use top 3 feet of excavated material for topsoil backfill. This material shall be set aside to prevent mixing with other excavated material. Topsoil is only required in non -paved areas. Borrow 1. Refer to Section 02318 — Borrow. 2. Use Class A borrow under roadways and Class B elsewhere as specified in Section 02318 — Borrow. 01044509 UTILITY BACKFILL MATERIALS 02320 - 2 09/09 Mae Simmons Park Improvements E. Crushed Stone 1. Crushed stone shall be free of waste, trash, debris, organic material, unstable material, or other non -gravel matter. 2.2 MATERIAL TESTING A. Ensure that material selected, produced and delivered to the project meets applicable specifications and is of sufficiently uniform properties to allow practical construction and quality control. B. Source or Supplier Qualification. Perform testing, or obtain representative tests by suppliers, for selection of material sources and products. Provide test results for a minimum of three samples for each source and material type. Tests samples of processed materials from current production representing material to be delivered. Tests shall verify that the materials meet specification requirements. Repeat qualification test procedures each time the source characteristic changes or there is a planned change in source location or supplier. Qualification tests shall include, as applicable: 1. Gradation. Complete sieve analyses shall be reported regardless of the specified control sieves. The range of sieves shall be from the largest particle through the No. 200 sieve. 2. Plasticity of material passing the No. 40 sieve. 3. Los Angeles abrasion wear of material retained on the No. 4 sieve. 4. Clay lumps. 5. Lightweight pieces b. Organic impurities C. Production Testing. Provide reports to the Engineer from an independent testing laboratory that backfill materials to be placed in the Work meet applicable specification requirements. D. Assist the Engineer in obtaining material samples for verification testing at the source or at the production plant. E. Native material requires testing only when questionable material is encountered. PART 3 - EXECUTION 3.1 SOURCES A. Use of material encountered in the trench excavations is acceptable, provided applicable specification requirements are satisfied. If excavation material is not acceptable, provide from other approved source. Top 3 feet of excavated material shall be used as topsoil. B. Identify off -site sources for backfill materials at least 21 days ahead of intended use so that the Engineer may obtain samples for verification testing. C. Obtain approval for each material source by the Engineer before delivery is started. If sources previously approved do not produce uniform and satisfactory products, furnish materials from other approved sources. Materials may be subjected to inspection or additional verification testing after delivery. Materials which do not meet the requirements of the specifications will be rejected. Do not use material which, after approval, has become unsuitable for use due to segregation, mixing with other materials, or by contamination. Once a material is approved by the Engineer, expense for sampling and testing required to change to a different material will be at the Contractor's expense with no additional cost to the Owner. 01044509 UTILITY BACKFILL MATERIALS 02320 - 3 09/09 Mae Simmons Park Improvements City of i.uhhock 3.2 MATERIAL HANDLING A. Establish temporary stockpile locations in areas shown on plans for practical material handling and control, and verification testing by the Engineer in advance of final placement. B, Cement stabilized backfill and lean concrete backfill shall be consolidated upon placement by using concrete vibrators to ensure filling of voids, filling around and under haunches of pipe and filling of spaces between corrugations. Vibration shall not be applied to the utility pipe itself. C. Pea gravel shall be consolidated upon placement by using rodding or pneumatic vibratory methods. Shovel slicing shall be used as necessary to ensure filling of voids, filling around and under haunches of pipe and filling of spaces between corrugations. 3.3 FIELD QUALITY CONTROL A. Quality Control 1. The Engineer may sample and test backfill at: a. Sources including borrow pits, production plants and Contractor's designated off -site stockpiles. b. On -site stockpiles. C. Materials placed in the Work. 2. The Engineer may resample material at any stage of work or location if changes in characteristics are apparent. B. Production Verification Testing: The Owner's testing laboratory will provide verification testing on backfill materials, as directed by the Engineer. Samples may be taken at the source or at the production plant, as applicable. Contractor shall cooperate with Owner and Engineer in allowing access to materials. END OF SECTION 02320 01044509 UTILITY BACKFILL MATERIALS 02320 - 4 09109 Mae Simmons Park Improvements City of Lubbock SECTION 02577 PAVEMENT MARKINGS PARTI-GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to Work of this Section. 1.2 SECTION INCLUDES A. This section covers the painting stripes and installation of traffic buttons on the surface of parking areas applied in accordance with this specification and at the locations shown on the plans. 1.3 RELATED SECTIONS A. Division 2 Section 02741 — "Hot -Mix Asphalt Paving". PART 2-PRODUCTS 2.1 PAINT A. Paints for parking areas shall conform to Fed. Spec. TT-P-1952, color shall be as shown on the plans. B. Paint shall be in sealed containers that plainly show the designated name, formula or specification number, batch number, color, date of manufacture, manufacturer's name, formulation number and directions, all of which shall be plainly legible at time of use. The paint shall be homogenous, easily stirred to smooth consistency, and shall show no hard settlement or other objectionable characteristics during a storage period of six months. 2.2 TESTING A. Materials will be approved for use based on either of the following data furnished by the Contractor: 1. A test report showing that the proposed batch meets all specified requirements. 2. A test report showing that a previous batch manufactured using the same formulation as that used in manufacturing the proposed batch met all specified requirements, and a report showing rest results on the proposed batch for the following properties required in the material specifications: weight per gallon, viscosity, fineness of grind, drying time and gradation. 01044509 PAVEMENT MARKINGS 02577 - 1 09/09 Mae Simmons Park Improvements City of Lubbock 2.3 EQUIPMENT A. General All equipment for the work shall include the apparatus necessary to properly clean the existing surface, a mechanical marking machine, and such auxiliary hand painting equipment as may be necessary to satisfactorily complete the job. B. Paint Applicators 1. The equipment for applying paint to pavements shall be self-propelled or mobile -drawn pneumatic spraying machine with suitable arrangements of atomizing nozzles and controls to obtain the specified results. The machine shall be capable of applying the stripe widths indicated, at the paint coverage rate specified in paragraph 3.1, and of even uniform thickness with clear-cut edges. 2. The paint applicator shall have paint reservoirs or tanks of sufficient capacity and suitable gauges to apply paint in accordance with requirements specified. Tanks shall be equipped with suitable air -driven mechanical agitators. The spray mechanism shall be equipped with quick -action valves conveniently located, and include necessary pressure regulators and gauges in full view and reach of the operator. Paint strainers shall be installed in paint supply lines to insure freedom from residue and foreign matter that may cause malfunction of the spray guns. Pneumatic spray guns shall be provided for hand application of paint in areas where the mobile paint applicator cannot be used. C. Abrasive Blasting Equipment Abrasive blasting equipment shall include an air compressor, hoses and nozzles of proper size and capacity as required for cleaning surfaces to be painted. The compressor shall be capable of furnishing not less than 150 cfm of air at a pressure of not less than 90 psi at the nozzle for each nozzle used. PART 3 - EXECUTION 3.1 TRAFFIC PAINT A. Surface Preparation New pavement surfaces shall be allowed to cure for a period of not less than 5 days before application of marking materials. All surfaces to be marked shall be thoroughly cleaned before application of the paint. Dust, dirt, and other granular surface deposits shall be removed by sweeping, blowing with compressed air, rinsing with water, or a combination of these methods as required. Rubber deposits, surface laitance, existing paint markings and other coatings adhering to the pavement shall be completely removed with scrapers, wire brushes, abrasive blasting, approved chemicals or mechanical abrasion as directed. Where oil or grease are present on old pavements to be marked, affected areas shall be scrubbed with several applications of trisodium phosphate solution or other approved detergent or degreaser, and rinsed thoroughly after each application. After cleaning, oil -soaked areas shall be sealed with cut shellac to prevent bleeding through the new paint. If abrasive blasting method is utilized, then abrasive material shall be of non -silicon type. B. Layouts and Alignment 1. On those sections of pavements where no previously applied figures, markings or stripes are available to serve as a guide, suitable layouts and lines of proposed stripes shall be spotted in advance of the paint application. Control points shall be spaced at such intervals as will insure accurate location of all markings. 01044509 PAVEMENT MARKINGS 02577 - 2 09/09 Mae Simmons Park Improvements City of Lubbock 2. The Contractor shall provide an experienced technician to supervise the location, alignment, layout, dimensions and application of the paint. C. Rate of Application Paint shall be applied evenly to the pavement surface to be coated at a rate of 105 plus or minus five square feet per gallon. D. Paint Application Paint shall be applied to clean, dry surfaces and, unless otherwise approved, only when air and pavement temperatures are above 40°F. and less than 95°F. Paint temperature shall be maintained within these same limits. Paint shall be applied pneumatically with approved equipment at rate of coverage specified herein. The Contractor shall provide guidelines and templates as necessary to control paint application. Special precautions shall be taken in marking numbers, letters and symbols. All edges of markings shall be sharply outlined. The maximum drying time requirements of the paint specifications will be strictly enforced to prevent softening of the bitumen and pick-up, displacement or discoloration by tires of traffic. If there is a deficiency in drying of the markings, painting operations shall be discontinued until cause of the slow drying is determined and corrected. E. Weather Limitations The painting shall be performed only when the existing surface is dry and clean, when the atmospheric temperature is above 40°F, and when the weather is not excessively windy, dusty or foggy. 3.2 DEFECTIVE WORKMANSHIP OR MATERIAL When any material not conforming to the requirements of the specifications or plans has been delivered to the project or incorporated in the work or any work performed is of inferior quality, such material or work shall be considered defective and shall be corrected as directed and shall be corrected as directed by the Engineer. END OF SECTION 02577 s 01044509 PAVEMENT MARKINGS 02577 - 3 09109 Mae Simmons Park Improvements City of Lubbock SECTION 02750 LIFT STATION WETWELL PART I. - GENERAL 1.1 SUMMARY A. This section of the specifications describes the materials and work necessary for the installation of a fiber reinforced polyester (FRP) wetwell in the diameter and depth so indicated on the Contract Drawings. It shall be the Contractor's responsibility to furnish and install the necessary equipment and materials to provide a lift station wetwell, complete in place, as specified. B. In general the lift station wetwell shall be pre -manufactured to the largest practical pieces and assembled in the field by certified factory representatives to the dimensions as indicated on the Contract Drawings. The wetwell shall include all component pieces so indicated herein and described on the Contract Drawings. It shall be the Contractors responsibility to coordinate dimensional characteristics with the pump manufacturer and hatch manufacturers to achieve precise rough openings, bolt patterns and penetrations to comply with the Contract Documents. 1.2 REFERENCES A. Pre manufactured wetwells and other FRP components shall conform to the following standards: 1. ASTM D3753-99, Standard specification for glass fiber reinforced polyester manholes and wetwells; 2. ASTM C581, Practice for determining chemical resistance of chemical thermosetting resins used in glass fiber reinforced structures intended for liquid service; 3. ASTM C582, Plastic Laminate; 4. ASTM D695, Test methods for compressive properties of rigid plastics; 5. ASTM D2584, Test method for ignition loss of cured reinforced resins 6. ASTM D790, Test method for flexural properties of unreinforced and reinforced plastics and electrical insulating materials 7. ASTM D3753-99, Std.; specification for Glass -Fiber -Reinforced Polyester Manholes and Wetwells. 8. AWWA C950, Glass -Fiber Reinforced Thermosetting Resin Pressure Pipe. 9. AASHTO H-20, Axial Loading. American Association of State Highway Officials H-20. 1.3 SUBMITTALS A. Contractor shall submit for engineer review and approval all components of the material to be used in wetwell, including details of construction, reinforcing, joint occurrence, method of assembly and qualifications of personnel to perform field assemblies. B. The fiberglass reinforced plastic (FRP) manufacturer shall furnish and submit for approval complete fabrication drawings and calculations for all structures. All inserts, pipe sleeves, hatch ledging and other accessories indicated on the Contract Drawings shall be illustrated and dimensioned on the fabrication drawings. Submittals will be returned without 01044509 09/09 LIFT STATION WETWELL 02750 - 1 Mae Simmons Park Improvements City of Lubbock benefit of review if it is clear that no coordination between the wetwell manufacturer and pump supplier has been accomplished. C. Provide manufacturer's literature including recommended installation procedures, instructions, certificates of material conformance with all parts of the specifications, test reports demonstrating conformance with ASTM D-3753-99 and to the requirements of this specification. 1.4 QUALITY ASSURANCE A. The manufacturer shall examine the FRP wetwell, prior to shipment, for dimensional correctness, hardness and workmanship. B. Controls on glass and resin content shall be maintained for all manufacturing procedures and for each portion of manhole fabrication. Records shall be maintained of the control checks. Proper glass content may be shown by glass usage checks or by glass and resin application rate checks, in accordance with the material composition test in ASTM D3753. C. All required ASTM 3753 testing shall be completed and records of all testing shall be kept by manufacturer. At the request of the Engineer these records shall be mailed for review within five (5) workings days of receiving the request. This material shall be included with literature and other documents specified for Submittal materials. 1.5 CERTIFICATION A. Manufacturer shall certify that material and workmanship comply with the provision of ASTM 3753. This certification shall consist of a statement by the manufacturer accompanied by a copy of the test results, that the wetwell has been sampled, tested, and inspected in accordance with the provisions of ASTM 3753 and this specification, and meets all requirements. An authorized agent of the manufacturer shall sign each certification. All tests shall be performed as specified in ASTM 3753. Testing documents shall be no older than three (3) months earlier than Contractor Notice to Proceed. 1.6 HANDLING A. FRP wetwell shall be lifted by the installation of lifting lugs as specified by the manufacturer on the outside surface near the top or by a sling or choker connection around center. Use of chains or cables in contact with the wetwell surface is prohibited. Wet well may be lifted horizontally using one support point. FRP wet well may be stored upright or horizontally, however, the wet well vertical deflection shall not exceed 4% of the diameter when stored on its side. The wet well shall not be dropped or impacted. Additional handling and installation instructions shall be in accordance with the FRP manufacturer's instructions. Each FRP section manufactured in accordance with the drawings shall be clearly marked to indicate the intended pump station installation location. PART 2 - PRODUCTS 2.1 MANUFACTURER A. Fiber reinforced polyester (FRP) wetwell shall be manufactured by LF Manufacturing or approved equivalent. 01044509 LIFT STATION WETWELL 02750 - 2 09/09 ' Mae Simmons Park Improvements City of Lubbock r B. Fiberglass Reinforced Polyester wetwell, shall be cylinders made of composite laminate. The laminate shall consist of thermo-setting chemical resistant polyester resin, fiberglass reinforcement, and additions as required. Wetwell, shall be manufactured in strict accordance with ASTM D-3753-99, and will include a manufacturer's 20-Year Corrosion & Structural Warranty. C. The manufacturer of the wetwell shall be able to show experience in the manufacture of FRP wetwells, in scope to that required for the project, for a continuous, uninterrupted period of at least five (5) years. References shall be provided upon request by Engineer. 2.2 MATERIALS A. Resin: Unsaturated commercial grade polyester resins shall be used and they must meet the requirements listed below. Property Test Method Requirement a) Acid Number ASTM D 465-59 Maximum = 15 - b) Hydroxyl Number Maximum = 30 c) Solids Content ASTM D 1259-61 Maximum = 50% The following requirements are determined when testing the resin without any reinforcing material included. Pro ert Test Method Requirement d) Flexural Strength ASTM D 790-70 Minimum 10,000 psi e) Flexural E-Modulus ASTM.D 790-70 Minimum 400,000 psi f) Elongation at Rupture ASTM D 790-70 Minimum 2-1/2% g) Heat Distortion Temp. ASTM D 648-61 Minimum 167°F h) Weight Change after ASTM D 570-63 Maximum + 28 Days storing in 150 mg/sample Distilled Water i) Surface Hardness ASTM D 2583-67 Minimum 80% of (Barcol) Resin's Normal Value The same supplier shall supply all resin. Mixed lots or "odd lots" of resin from different vendors shall not be used and will be grounds for rejection. Manufacturer shall document the lot number of the resin used for this project and include same with submittal information. B. Reinforcing materials: The reinforcing materials shall be commercial grade "E" type glass in the form of mat, continuous roving, chopped roving, roving fabric, or both, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. The interior reinforcing surface layer shall have a thickness of between 0.25 mm to 0.50 mm (10 to 20 mils). Reinforcement materials shall include chemically resistant surface mat compatible with raw sewerage and organic surfacing veil. C. Fillers and additives: Fillers, when used, shall be inert to the environment and wetwell construction and not in any way effect the performance of the wetwell for its intended purpose. Additives, such as thixotropic agents, catalysts, promoters, etc., may be added as required by the specific manufacturing process to be used to meet the requirements governing standards. However, calcium carbonate shall not be permitted. The resulting reinforced plastic material must meet the requirement of this specification. 01044509 LIFT STATION W ETWELL 02750 - 3 Mae Simmons Park Improvements City of Lubbock D. Laminate: The laminate shall consist of multiple layers of glass matting and resin. The surface exposed to the sewer/chemical environment shall be resin rich and shall have no exposed fibers. Cured laminate shall meet the following conditions: Properti! Test Method Requirement a) Glass Content (% by wL) ASTM D 2584-68 9% - 20% b) Compressive Strength D 695-69 Minimum 12,000 psi c) Flexural Strength D 790-70 Minimum 12,000 psi d) Flexural E-Modulus ASTM D 790-70 Minimum 700,000 psi e) Surface Hardness ASTM D 2583-67 Minimum 90% of Resin's Normal Value E. UV Inhibitors/stabilizers shall be added directly to resins system to prevent photo - degradation of laminate. Exterior gel -coating or painting shall not be permitted. 2.3 FABRICATION A. Wetwells shall withstand lateral hydrostatic pressure (assume water to grade) with a minimum safety factor of 2.5. B. The wetwell, shall be suitable for use in typical environments including storm, industrial, and sanitary sewers with a temperature range of -40° F. to 150° F. C. Cylinders shall be designed and fabricated to provide sufficient strength for the following loading conditions: I. Buckling when empty and when the groundwater elevation is at grade. 2. The anchoring wall structure at the embankment within the reinforced concrete base zone shall be designed to resist external hydrostatic water forces of an empty or full cylinder with the groundwater at grade elevation. 3. Load Bearing Capacity: Properly installed wetwell shall be capable of withstanding H-20 dynamic loading (16,000 lbs.) applied vertically. D. The FRP wetwell, shall be manufactured to the diameters and heights as shown in the plans and specifications. They shall be designed by the manufacturer to perform as underground structures at the depths required and to withstand the necessary lateral pressures with minimum factor of safety of 2.5. The FRP structures shall be capable of supporting the top slab covers, frames, soil overburdens plus a live load equivalent to AASHTO H-20 Loading. E. All cutouts shown in the plans and details for the FRP wetwell shall be capable of maintaining the unit's structural integrity. F. Wetwell FRP Tops and Hatch Openings: Resin and glass fiber reinforced wetwell tops and hatch openings shall be provided as illustrated on the Contract Documents. Wetwell shall be provided with glass reinforced top designed to withstand loading as previously specified. Fiberglass Ribs or Fiberglass structural members may be utilized to meet the design criteria. Stiffeners shall be of non -corrosive materials encapsulated in fiberglass on the exterior only. The interior surface shall remain smooth with no ledges. FRP encapsulated wood or lumber shall not be permitted. G. Hatch opening dimensions shall be provided by pump manufacturer, through the Contractor, for the approved pumps to be supplied for the project. Lip on hatch opening shall be four inches tall angle having a 90 degree angle having a two inch ledge for attaching the aluminum hatch. In this regard no concrete will be in contact sewerage or gases. All components of the rectangular opening shall be constructed of fiberglass. 01044509 LIFT STATION WETWELL 02750 - 4 09/09 kl Mae Simmons Park Improvements City of Lubbock H. Wetwell FRP Bottoms: Resin and glass fiber reinforced wetwell bottom shall be provided. Wetwell glass reinforced bottom section shall be designed to withstand the hydrostatic head pressure, empty and water to grade. Fiberglass Ribs or Fiberglass structural members may be utilized to meet the design criteria provided such members are utilized on the exterior of the structure. Stiffeners shall be of non -corrosive materials encapsulated in fiberglass. FRP encapsulated wood or lumber shall not be permitted. Bottoms sections shall be furnished with an integral 3" wide anchoring flange. The bottom will be bored through for the purpose of setting anchor bolts for pumping equipment. Wetwell manufacturer shall coordinate the location of pumping equipment with Contractor. I. Marking and identification: The wetwell shall be marked with the following information: 1. Manufacturers identification; 2. Manufacturers serial number; 3. Wetwell diameter and length; 4. ASTM designation; 5. Installation assist marks (vertical lines 90' apart at base). J. Load rating: The complete wetwell shall have a minimum dynamic load rating of 16,000 lbs when tested in accordance with ASTM 3753. To establish this rating the complete wetwell shall not leak, crack, or suffer other damage when load tested to 40,000 lbs. and shall not deflect vertically downward more than 0.25" at the point of load application when loaded to 24,000 lbs. K. Soundness: In order to determine soundness, an air or water test is to be applied to the wetwell test sample. While holding the pressure between 3-5 psi, the entire manhole must be inspected for leaks. Any leakage through the laminate is cause for failure of the test. Refer to ASTM 3753. L_ Chemical resistance: Per ASTM C 581 and ASTM 3753, flexural strength, flexural modulus, and barcol hardness are plotted versus time on log -log coordinates. The line defined by these points is extrapolated to 100,000 hours. The minimum extrapolation retention allowed for any of these properties is 50%. Test samples used are actual pieces of manhole or samples manufactured in a manner consistent in every way with the wetwell component construction. 2.4 REJECTION OF WETWELL A. Wetwells are subject to rejection on account of any of the following visual defects- 1. Fuzz: Glass fibers loosely adhering to manhole, which are not wet out with resin. 2. Protruding Fibers: Glass fibers sticking out from pipe surface that is not wet out with resin. 3. Resin Rums: Runs of resin and sand on surface of manhole. 4. Dry Areas: Areas in laminate with glass to wet out with resin. 5. Delamination: Separation in the laminate. 6. Blisters: Light (straw) colored areas resulting from too hot a cure. 7. Craze: Crack usually star shaped; caused by sharp impact. 8. Surface Pits or Voids: Small air pockets on the surface or directly beneath the surface mat. 9. Wrinkles: Smooth irregularities on the surface. 10. Torn Edges, End Delamination and End Gauges: Tears and rips in the edge of cuts. 11. Ground Area: Areas around lay-up, which have been abraded and not covered by lay-up. 01044509 LIFT STATION WETWELL 02750 - 5 09/09 Mae Simmons Park Improvements City of Lubbock 12. Hand Lay-up Ragged Edges: Areas at the edge of hand lay-up that are not rolled down properly and that are rough. 13. Painting or gel -coating of exterior or interior laminate. PART 3 - EXECUTION 3.1 GENERAL The wetwell installation shall strictly follow the manufacturers recommended installation procedures. 3.2 INSTALLATION Each excavation and backfill are to be done as part of the work under this section, including any necessary sheeting and bracing. The Contractor shall be responsible for handling groundwater to provide firm, dry subgrade for the structure, shall prevent water from rising on new cast in place concrete within 24 hours after placing, and shall guard against flotation or other damages resulting from groundwater or flooding. Groundwater is not anticipated at the project site. A minimum of 12-in. bedding shall be placed as a foundation for the wetwell base slabs. Do not backfill until concrete base has hardened sufficiently to provide rigid support for both the wetwell and backfill. Add backfill evenly in lifts not to exceed eight (8) inches all around wetwell to avoid uneven backfill loads. 90% compaction (standard proctor) of backfill is required in order to prevent settlement of connecting pipes and to provide sidewall support to the wetwell. In lieu of soil backfill the Contractor has the option of using flowable fill having a 1.5 sack of cement content per cubic yard. The Cast -in -place concrete base, shall be placed on a thoroughly compacted sub -base (90%maximum density). The bottom of the FRP sections shall be cast -in -place a minimum of four (4) inches and shall be adjusted in grade so that the top slab section is at the elevation indicated on the Contract Drawings. Pre -cast concrete bases are permitted with Engineer pre -approval for installation with the wetwell. If such bases are used and are to be set with the wetwell, all lifting shall be done on the base itself with Engineer approved lifting eyes or loops and not the wetwell structure. The FRP manufacturer's written installation instructions shall be followed to ensure the wetwell will perform in accordance with the design requirements of the applicable specification. Wetwell cutouts may be made in the FRP wetwell, using a circular saw, saber saw, hole saw, or similar equipment with a masonry type blade. Axes, hammers, chisels, or similar impact type tools shall not be used. LJ 01044509 LIFT STATION WETWELL 02750 - 6 09/09 Mae Simmons Park Improvements City of Lubbock All FRP inserts and FRP sleeves for piping shall be made as shown on installation drawings and in accordance with the manufacturer's FRP specifications for installation. Other methods of connections may be performed per Engineers approval or as shown on the plans and specifications, i.e., Inserta-Tee fittings, pipe connectors which conform to ASTM C-923 or PVC sewer pipe with FRP lay-up reinforcement installed per manufacturer's recommendation. A. Inserta-Tee Fittings: Joints for sewer pipe line and drop connections sizes 4" - 15" shall be made by means of Inserta-Tee watertight compression connection. installation shall be in strict accordance with manufacturer's written instructions utilizing installation equipment approved for use by the manufacturer of the Inserta-Tee fitting. Use of equipment which does not meet this requirement is expressly prohibited. Inserta-Tee Fitting a product of Fowler Mfg. Co., Hillsboro, OR: B. Pipe Stubouts: 1. Install rubber gasketed PVC sewer pipe stubouts to wetwell with resin and glass - fiber reinforced lay-up. Gaskets shall meet the same performance requirements of the sewer pipe to be installed unless otherwise directed by Engineer. Resin and glass shall be of the same type and grade as used in the fabrication of the FRP wetwell. 2. Install PVC or FRP pipe stubouts for use with resilient pipe-to-wetwell connectors (boots) which conform to the performance requirements of ASTM C-923. PVC or FRP pipe stubouts may also be used by placing incoming service piping through stubout and sealing the annular space with expandable sealing mechanism, such as "Inter -Lynx". Inter -Lynx is a product of Advanced Products and Systems, Inc., Lafayette, LA. 3.3 QUALITY OF MATERIALS AND INSTALLATION The quality of all materials, the process of manufacture, and the finished sections shall be subject to review and approval by the Engineer, or other representative of the Owner. Such review shall be made at the place of manufacturer, or at site of delivery, and the sections shall be subject, to rejection on account of failure to meet any of the specification requirements as specified herein. Sections rejected after delivery to the job site shall be marked for identification and shall be removed from the job at once. All sections which have been damaged after delivery will be rejected, and if already installed shall be acceptable if repaired or removed and replaced at the Contractor's expense. Removal or replacement shall be subject to Engineer review and approval. 01044509 09109 END OF SECTION 02750 LIFT STATION WETWELL 02750 - 7 I } ... 9 Mae Simmons Park Improvements City of Lubbock SECTION 02831 CHAIN LINK FENCES AND GATES I PART 1- GENERAL i 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to Work of this Section. ' 1.2 SECTION INCLUDES A. Fence framework, fabric, barbed wire and accessories. B. Excavation for post bases and concrete foundation for posts. C. Manual gates and related hardware. 1.3 RELATED SECTIONS A. Section 03300 -- Cast -In -Place Concrete: Concrete anchorage for posts. 1.4 REFERENCES A. Chain Link Fence Manufacturers Institute (CLFMI) -- Product Manual. B. ASTM F567 Standard Practice for Installation of Chain -Link Fence. 1.5 SUBMITTALS A. Shop Drawings and Product Data i . Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, and schedule of components. 2. Provide data on fabric, barbed wire, posts, accessories, fittings and hardware. r.. 3. Manufacturer's Installation Instructions: Indicate installation requirements. 1.6 QUALITY ASSURANCE A. Manufacturer ' 1. Company specializing in manufacturing the products specified in this section with a i ..: P y p g� g p pe minimum of five years experience. B. Installer 1. Perform work in accordance with CLFMI — Product Manual. 1.7 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on the shop drawings. ..j� 01044509 CHAIN LINK FENCES AND GATES 02831 - 1 09/09 E Mae Simmons Park Improvements Cit of Lubbock PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Spectra Commercial Color Chain Link Fence System manufactured by Master Halco or equivalent. 2.2 MATERIALS AND COMPONENTS A. Conformance: Conform to CLFMI Product Manual requirements for Standard Industrial fencing. B. Galvanizing Requirements: Hot -dip galvanize component metal parts of fence other than aluminum coated fabric, barbed wire and fabric ties. For galvanized components provide a protective coating per ASTM F1043, external coating Type B, zinc with organic overcoat, 0.9 ounces per square foot minimum zinc coating with chromate conversion coating and verifiable polymer film. C. Woven Wire Fabric: 1. Height: 8 feet. 2. Wire Type: Zinc -coated steel. D. Barbed Wire: 1. Wire Type: Zinc -coated steel. E. Posts: 1. Type 11, round posts. F. Terminal Posts, Braces, Rails and Gate Materials: I. Type 11 round. G. Barbed Wire Supporting Arms: 1. 45 degree angle. H. Fabric Ties: 1. Type: Zinc -coated steel. I. Tension Wire: 1. Type ll: Galvanized -coated steel. J. Gates: 1. Gate Frame: Tubular members, welded. 2. Gate Fabric: Same as fence. K. Color: I. Sierra Brown. PART 3 - EXECUTION 3.1 INSTALLATION A. Install framework, fabric, accessories and gates in accordance with ANSI/ASTM F567, manufacturer's recommendations as follows: 1. Set posts in concrete PER ASTM F567, "Alternate Method." 2. Provide top rail through line post tops and splice with 6 inch long rail sleeves. 3. Stretch fabric between terminal posts or at intervals of 100 feet maximum, whichever is less. 4. Position bottom of fabric 2 inches above finished grade. 01044509 CHAIN LINK FENCES AND GATES 02831 - 2 09/09 Mae Simmons Park Improvements Citv of Lubbock 3.2 ERECTION TOLERANCES A. Maximum Variation From Plumb: 1/4 inch. B. Maximum Offset From True Position: one inch. 01044509 09/09 END OF SECTION CHAIN LINK FENCES AND GATES 02831 - 3 Mae Simmons Park Improvements City of Lubbock SECTION 02920 LAWNS AND GRASSES PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Seeding. 1.3 DEFINITIONS A. Finish Gracie: Elevation of finished surface of planting soil. B. Manufactured Soil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil. E. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of or- ganic matter and soil organisms. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Certification of Grass Seed: From seed vendor for each grass -seed monostand or mixture stating the botanical and common name and percentage by weight of each species and va- riety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. C. Qualification Data: For qualified landscape Installer. D. Product Certificates: For soil amendments and fertilizers, from manufacturer. E. Material Test Reports: For existing surface soil and imported topsoil. F. Planting Schedule: indicating anticipated planting dates for each type of planting. G. Maintenance Instructions: Recommended procedures to be established by Owner for main- tenance of lawns during a calendar year. Submit before expiration of required initial main- tenance periods. 01044509 09/09 LAWNS AND GRASSES 02920 - 1 Mae Simmons Park Improvements City of Lubbock 1.5 QUALITY ASSURANCE A. installer Qualifications: A qualified landscape installer whose work has resulted in success- ful lawn establishment. 1. Installer`s Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. 2. Maintenance Proximity: Not more than two hours` normal travel time from Installer's place of business to Project site. B. Soil -Testing Laboratory Qualifications: An independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indi- cated and that specializes in types of tests to be performed. C. Topsoil Analysis: Furnish soil analysis by a qualified soil -testing laboratory stating percen- tages of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; sodium absorption ratio; deleterious material; pH; and mineral and plant -nutrient content of topsoil. 1. Report suitability of topsoil for lawn growth. State -recommended quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory topsoil. 1.6 DELIVERY, STORAGE, AND HANDLING A. Seed: Deliver seed in original sealed, labeled, and undamaged containers. 1.7 SCHEDULING A. Planting Restrictions: Plant during one of the following periods. Coordinate planting pe- riods with initial maintenance periods to provide required maintenance from date of Sub- stantial Completion. 1. April 15th to August 3 1 " for Buffalo/Blue gramma seeding. 2. Overseeding — Annual Rye Grass a. If seeding cannot be established by September 15, lawn areas are to be over - seeded with annual rye grass at a rate of 4-lbs/1,000sf. If this is required, the contractor shall maintain the annual grass lawn, as needed, including, but not limited to irrigation, mowing to maintain a maximum height of 3", and edging, as required. b. This annual rye grass maintenance shall be considered as a separate item from the 90-day maintenance period specified for the seeded Bermuda grass. C. The Contractor shall apply a minimum of two applications of Roundup herbicide to the annual rye grass in early spring in preparation for Bermuda grass seeding. The two applications should be separated by a period of 10-14 days and contractor should notify the Landscape Architect of the schedule of Roundup application. d. After sufficient annual grass kill has been verified by the Landscape Architect, lawn areas should be tilled to a depth of 2"-3" prior to seeding the Native Mix grass as specified. B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. 01044509 LAWNS AND GRASSES 02920 - 2 09109 Mae Simmons Park Improvements City of Lubbock 1.8 " MAINTENANCE SERVICE A. Initial Lawn Maintenance Service: Provide full maintenance by skilled employees of land- scape Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is planted and continue until acceptable lawn is established, but for not less than the fallowing periods: 1. Seeded Lawns: 60 days from date of Substantial Completion. a. When initial maintenance period has not elapsed before end of planting season, or if lawn is not fully established, continue maintenance during next planting season. PART 2 - PRODUCTS 2.1 SEED A. Grass Seed: Fresh, clean, dry, new -crop seed complying with AOSA's "Journal of Seed Technology; Rules for Testing Seeds" for purity and germination tolerances. B. Seed Species: Seed of grass species as follows, with not less than 95 percent germination, not less than 85 percent pure seed, and not more than 0.5 percent weed seed: 1. Buffalo/Blue gramma (Buchloe dactyloides "Texoka", Bouteloua gracilis "Lovington"). Available from Curtis & Curtis, Inc. Phone number (505) 762-4759. 2. Annual Ryegrass (Lolium multiflorum). C. Seed Species: Seed of grass species as follows, with not less than 95 percent germination, not less than 85 percent pure seed, and not more than 0.5 percent weed seed: 2.2 TOPSOIL A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 2 percent organic material content; free of stones 1 inch (25 mm) or larger in any dimension and other extraneous ma- terials harmful to plant growth. 1. Topsoil Source: Reuse surface soil stockpiled on -site. Verify suitability of stockpiled surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay �. lumps, and other extraneous materials harmful to plant growth. a. Supplement with imported or manufactured topsoil from off -site sources when quantities are insufficient. Obtain topsoil displaced from naturally well - drained construction or mining sites where topsoil occurs at least 4 inches (100 mm) deep; do not obtain from playa lake areas. 2. Topsoil Source: Import topsoil or manufactured topsoil from off -site sources. Obtain topsoil displaced from naturally well -drained construction or mining sites where topsoil occurs at least 4 inches (100 mm) deep; do not obtain from playa lake areas. p p Y 3. Topsoil Source: Amend existing in -place surface soil to produce topsoil. Verify suitability of surface soil to produce topsoil. Clean surface soil of roots, plants, sod, "= stones claylumps, and other extraneous materials harmf p , ul to plant growth. a. Surface soil may be supplemented with imported or manufactured topsoil from off -site sources. Obtain topsoil displaced from naturally well -drained - construction or mining sites where topsoil occurs at least 4 inches (100 mm) deep; do not obtain from playa lake areas. 01044509 LAWNS AND GRASSES 02920 - 3 09109 Mae Simmons Park Improvements City of Lubbock 2.3 INORGANIC SOIL AMENDMENTS A. Sulfur: Granular, biodegradable, containing a minimum of 90 percent sulfur, with a minimum of 99 percent passing through No. 6 (3.35-mm) sieve and a maximum of 10 percent passing through No. 40 (0.425-mm) sieve. B. Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent iron and 10 percent sulfur. C. Aluminum Sulfate: Commercial grade, unadulterated. D. Perlite: Horticultural perlite, soil amendment grade. E. Agricultural Gypsum: Finely ground, containing a minimum of 90 percent calcium sulfate. F. Gypsum Board: Stack large clean pieces on wood pallets and store in a dry location. 1. Clean Gypsum Board: Grind scraps of clean gypsum board using small mobile chipper or hammer mill. Screen out paper after grinding. G. Sand: Clean, washed, natural or manufactured, free of toxic materials. 2.4 ORGANIC SOIL AMENDMENTS A. Compost: Well -composted, stable, and weed -free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-inch (25-mm) sieve; soluble salt content of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert conta- minants and free of substances toxic to plantings; and as follows: 1. Organic Matter Content: 50 to 60 percent of dry weight. 2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or source -separated or compostable mixed solid waste. B. Peat: Finely divided or granular texture, with a pH range of 6 to 7.5, containing partially decomposed moss peat, native peat, or reed -sedge peat and having a water -absorbing ca- pacity of i 100 to 2000 percent. C. Wood Derivatives: Decomposed, nitrogen -treated sawdust, ground bark, or wood waste; of uniform texture, free of chips, stones, sticks, soil, or toxic materials. 1. In lieu of decomposed wood derivatives, mix partially decomposed wood derivatives with ammonium nitrate at a minimum rate of 0.15 lb/cu. ft. (2.4 kg/cu. m)of loose sawdust or ground bark, or with ammonium sulfate at a minimum rate of 0.25 lb/cu. ft. (4 kg/cu. m) of loose sawdust or ground bark. a. Clean Sawdust. Bag Sawdust that does not contain painted or treated wood. D. Manure: Well -rotted, unleached, stable or cattle manure containing not more than 25 per- cent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, and material harmful to plant growth. 2.5 PLANTING ACCESSORIES A. Selective Herbicides: EPA registered and approved, of type recommended by manufacturer for application. 01044509 LAWNS AND GRASSES 02920 - 4 r, 09/09 4_ ... ; Mae Simmons Park Improvements City of Lubbock 2.6 FERTILIZER A. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 20 percent avail- able phosphoric acid. B. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consist- ing of fast- and slow -release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition: 1. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing agency. C. Slow -Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water - insoluble nitrogen, phosphorus, and potassium in the following composition: 1. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing agency. 2.7 MULCHES A. Straw Mulch: Provide air-dry, clean, mildew- and seed -free, salt hay or threshed straw of wheat, rye, oats, or barley. B. Compost Mulch: Well -composted, stable, and weed -free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-inch (25- mm) sieve; soluble salt content of 2 to 5 decisiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as follows: 1. Organic Matter Content: 50 to 60 percent of dry weight. 2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or source -separated or compostable mixed solid waste. C. Fiber Mulch: Biodegradable, dyed -wood, cellulose -fiber mulch; nontoxic; free of plant - growth or germination inhibitors; with a maximum moisture content of 15 percent and a pH range of 4.5 to 6.5. D. Nonasphaltic Tackifier: Colloidal tackifier recommended by fiber -mulch manufacturer for slurry application; nontoxic and free of plant -growth or germination inhibitors. E. Asphalt Emulsion: ASTM D 977, Grade SS-1; nontoxic and free of plant -growth or gernv- nation inhibitors. 2.8 EROSION -CONTROL MATERIALS A. Erosion -Control Blankets: Biodegradable wood excelsior, straw, or coconut -fiber mat en- closed in a photodegradabie plastic mesh. Include manufacturer's recommended steel wire staples, 6 inches (150 mm) long. B. Erosion -Control Fiber Mesh: Biodegradable burlap or spun -coin mesh, a minimum of 0.92 lb/sq. yd. (0.5 kg/sq. m), with 50 to 65 percent open area. Include manufacturer's recom- mended steel wire staples, 6 inches (150 mm) long. C. Erosion -Control Mats: Cellular, non -biodegradable slope -stabilization mats designed to iso- late and contain small areas of soil over steeply sloped surface, of 3-inch (75 mm) nominal mat thickness. Include manufacturer's recommended anchorage system for slope eondi- 01044509 09/09 Lions. 1. Products: Subject to compliance with requirements, available products that may be. incorporated into the Work include, but are not limited to, the following: a. Invisible Structures, Inc.; Slopetame 2. b. Presto Products Company; Geoweb. C. Tenax Corporation - USA; Tenweb. d. NDS; EZ Roll. LAWNS AND GRASSES 02920 - 5 Mae Simmons Park Improvements City of Lubbock r PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive lawns and grass for compliance with requirements and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect adjacent and adjoining areas from hydroseeding and hydromulching overspray. 2. Protect grade stakes set by others until directed to remove them. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. 3.3 LAWN PREPARATION A. Limit lawn subgrade preparation to areas to be planted. B. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 inches (100 mm). Remove stones larger than 1 inch (25 min) in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. k v 1. Apply superphosphate fertilizer directly to subgrade before loosening. 2. Thoroughly blend planting soil mix off -site before spreading or spread topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil mix. s 1. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. 3. Spread planting soil mix to a depth of 4 inches (100 mm) but not less than required to meet finish grades after light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet. a. Spread approximately 112 the thickness of planting soil mix over loosened subgrade. Mix thoroughly into top 4 inches (100 mm) of subgrade. Spread_ remainder of planting soil mix. b. Reduce elevation of planting soil to allow for soil thickness of sod. C. Unchanged Subgrades: If lawns are to be planted in areas unaltered or undisturbed by ex- L cavating, grading, or surface -soil stripping operations, prepare surface soil as follows: 1. Remove existing grass, vegetation, and turf. Do not mix into surface soil. 2. Loosen surface soil to a depth of at least 6 inches (150 mm). Apply soil amendments and fertilizers according to planting soil mix proportions and mix thoroughly into top 4 inches (100 mm) of soil_ Till soil to a homogeneous mixture of fine texture. a. Apply superphosphate fertilizer directly to surface soil before loosening. It 3. Remove stones larger than 1 inch (25 mm) in any dimension and sticks, roots, trash, and other extraneous matter. 4. Legally dispose of waste material, including grass, vegetation, and turf, off Owner's .., property. D. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, un- iformly fine texture. Grade to within plus or minus 112 inch (13 mm) of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grad- ing to areas that can be planted in the immediate future. f. 01044509 LAWNS AND GRASSES 02920 - 6 09109 L - Mae Simmons Paris Improvements City of Lubbock E. Moisten prepared lawn areas before planting. if soil is dry. Water thoroughly and allow sur- face to dry before planting. Do not create muddy soil. F. Before planting, restore areas if eroded or otherwise disturbed after finish grading. 3.4 PREPARATION FOR EROSION -CONTROL MATERIALS A. Prepare area as specified in "Lawn Preparation" Article. B. For erosion -control mats, install planting mix in two lifts, with second lift equal to thick- ness of erosion -control mats. Install erosion -control mat and fasten as recommended by ma- terial manufacturer. C. Fill cells of erosion -control mat with planting mix and compact before planting. D. For erosion -control blanket or mesh, install from top of slope, working downward, and as recommended by material manufacturer for site conditions. Fasten as recommended by ma- terial manufacturer. E. Moisten prepared area before planting if surface is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. 3.5 SEEDING A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind ve- locity exceeds 5 mph (8 km/h). Evenly distribute seed by sowing equal quantities in two di- rections at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged. 2. Do not seed against existing trees. Limit extent of seed to outside edge of planting saucer. B. Sow seed at a total rate of 2 lb/1000 sq. ft. (1.4 to LS kg/92.9 sq. m). C. Rake seed lightly into top 1/8 inch (3 mm) of soil, roll lightly, and water with fine spray. D. Protect seeded areas with slopes exceeding 1:4 with erosion -control blankets installed and stapled according to manufacturer's written instructions. E. Protect seeded areas with erosion -control mats where shown, installed and anchored ac- cording to manufacturer's written instructions. 3.6 HYDROSEEDING A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogeneous slurry suitable for hydraulic application. 1. Mix slurry with manufacturer's recommended tackifier. 2. Apply slurry uniformly to all areas to be seeded in a one-step process. Apply slurry at a rate so that mulch component is deposited at not less than 1500-lb/acre (15.6- kg192.9 sq. m) dry weight, and seed component is deposited at not less than the specified seed -sowing rate. 3.7 SODDING A. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand 01044509 LAWNS AND GRASSES 02920 - 7 09109 3 Mae Simmons Park Improvements L City of Lubbock into minor cracks between pieces of sod; remove excess to avoid smothering sod and ad'a- L P � g J cent grass. i ..... A 1. Lay sod across angle of slopes exceeding 1:3. C. Saturate sod with fine water spray within two hours of planting. During first week after planting, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches (38 mm) below sod. 3.8 LAWN MAINTENANCE A. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replant- ing, and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. Provide materials and installation the same as those used in the original installation. 1. In areas where mulch has been disturbed by wind or maintenance operations, add new mulch and anchor as required to prevent displacement. B. Watering: 1. Provide and maintain temporary piping, hoses, and lawn -watering equipment to convey water from sources and to keep lawn uniformly moist to a depth of 4 inches (100 mm). a. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. Lay out temporary watering system to avoid walking over muddy or newly planted areas. b. Water lawn with fine spray at a minimum rate of 1 inch (25 mm) per week unless rainfall precipitation is adequate. 2. Provide above recommended rate of watering by truck until lawn is established. C. Mow lawn as soon as top growth is tall enough to cut. Repeat mowing to maintain specified height without cutting more than 1/3 of grass height. Remove no more than 1/3 of grass - leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. Schedule initial and subsequent mowings to maintain the following grass height: 1. Mow grass to a height of 2 to 3 inches (50 to 75 mm). D. Lawn Postfertilization: Apply fertilizer after initial mowing and when grass is dry. 1. Use fertilizer that will provide actual nitrogen of at least 1 lb/1000 sq. ft. (0.45 kg/929 sq. m) to lawn area. 3.9 SATISFACTORY LAWNS A. Lawn installations shall meet the following criteria as determined by Architect: 1. Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. (092 sq. m) and bare spots not exceeding 6 by 6 inches (125 by 125 mm). 2. Satisfactory Sodded Lawn: At end of maintenance period, a healthy, well -rooted, even -colored, viable lawn has been established, free of weeds, open joints, bare areas, and surface irregularities. B. Use specified materials to reestablish lawns that do not comply with requirements and con- tinue maintenance until lawns are satisfactory. 01044509 LAWNS AND GRASSES 02920 - 8 09/09 L Mae Simmons Park Improvements City of Lubbock 3.I0 CLEANUP AND PROTECTION A. Promptly remove soil and debris, created by lawn work, from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto reads, walks, or other paved areas. B. Erect temporary fencing or barricades and warning signs as required to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after lawn is established. C. Remove nondegradable erosion -control measures after grass establishment period. END OF SECTION 01044509 LAWNS AND GRASSES 02920 - 9 09/09 Mae Simmons Park Improvements City of Lubbock ' SECTION 03300 CAST -IN -PLACE CONCRETE PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies cast -in place concrete, including formwork, reinforcement, concrete materials, rnix design, placement procedures, and finishes. 1.3 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of I blended hydraulic cement, fly ash and other pozzolans, ground granulated blast -furnace slag, and silica fume. 1.4 SUBMITTALS A. Product Data: For each type of manufactured material and product indicated. 1. Form materials and form -release agents. 2. Reinforcement accessories. 3. Admixtures. 4. Waterstops. 5. Curing materials. 6. Floor and slab treatments. 7. Bonding agents. 8. Adhesives. 9. Vapor retarders. 10. Epoxy joint filler. 11. Repair materials. B. Design Mixes: For each concrete mix. Include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mix water to be withheld for later addition at Project site. Water added at Project site will not be permissible without paperwork stating how much water has been withheld at the plant. C. Steel Reinforcement Shop Drawings: Details of fabrication, bending, and placement, prepared according to ACT 315, "Details and Detailing of Concrete Reinforcement." Include material, grade, bar schedules, stirrup spacing, bent bar diagrams, arrangement, and supports of concrete reinforcement. Include special reinforcement required for openings through concrete structures. 01044509 CAST -IN -PLACE CONCRETE 03300 -- 1 09/09 Mae Simmons Park Improvements City of Lubbock 1.5 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed concrete Work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. B. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. 1. Manufacturer must be certified according to the National Ready Mixed Concrete Association's Certification of Ready Mixed Concrete Production Facilities. C. Testing Agency Qualifications: An independent testing agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 to conduct the testing indicated, as documented according to ASTM E 548. 1. Personnel conducting field tests shall be qualified as ACT Concrete Field Testing Technician, Grade 1, according to ACT CP- 1 or an equivalent certification program. D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, each aggregate from one source, and each admixture from the same manufacturer. E. ACT Publications: Comply with the following, unless more stringent provisions are indicated: 1. ACT 301, "Specification for Structural Concrete." 2. ACT 117, "Specifications for Tolerances for Concrete Construction and Materials." F. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Meetings." 1. Prior to placing any concrete, hold a pre -installation conference meeting involving the Superintendent, Architect, applicable subcontractors, and testing lab. The meeting will include the following subjects (minimum): a. Site Preparation. b. Grades and drainage. C. Installation of auxiliary materials (vapor retarders, ducts, etc.). d. Type of floor and thickness. e. Reinforcement and placement. f. Joints. g. Flatness and levelness. h. Concrete materials, production, placement and delivery. i. Compaction of soil. j. Finishing tools and finishing. k. CuringlSealing/hardeners: type and timing/duration of application. 1. Testing and inspection. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle steel reinforcement to prevent bending and damage. 1. Avoid damaging coatings on steel reinforcement. 2. Repair damaged epoxy coatings on steel reinforcement according to ASTM D 3963, 01044509 CAST -IN -PLACE CONCRETE 03300 — 2 09/09 Mae Simmons Park Improvements City of Lubbock PART 2 - PRODUCTS 2.1 FORM -FACING MATERIALS A. Smooth -Formed Finished Concrete: Form -facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. 1. Plywood, metal, or other approved panel materials. B. Rough -Formed Finished Concrete: Plywood, lumber, metal, earth, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum. D. Form -Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate form -release agent with rust inhibitor for steel form -facing materials. E. Form Ties: Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that will leave no corrodible metal closer than 1 inch to the'plane of the exposed concrete surface. 2. Furnish ties that, when removed, will leave holes not larger than 1 inch in diameter in concrete surface. 3. Furnish ties with integral water -barrier plates to walls indicated to receive dampproofing or waterproofing. 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615, Grade 60, deformed. 2.3 REINFORCEMENT ACCESSORIES A. Bar Supports: Bolsters, chairs, and spacers for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Manufacture bar supports according to CRSJ's "Manual of Standard Practice" from steel wire, and as follows: 1. For concrete surfaces exposed to view where legs of wire bar supports contact fortes, use CR81 Class 1 plastic -protected or CRSI Class 2 stainless -steel bar supports. 2. For epoxy -coated reinforcement, use epoxy -coated or other dielectric -polymer - coated wire bar supports. 3. Plastic, wood, concrete or clay blocks and other devices are not permissible. B. Joint Dowel System: Diamond dowel system from PNA Construction Technologies (1-800-542-0214). 2.4 . CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type 1. 1. Fly Ash: ASTM C 618, Class C. B. Normal -Weight Aggregate: ASTM C 33 (street), uniformly graded, and as follows: 1. Class: Moderate weathering region, but not less than 3M. 2. Nominal Maximum Aggregate Size: 1 inch. C. Water: Potable and complying with ASTM C 94. 01044509 CAST -IN -PLACE CONCRETE 03300 — 3 09/09 E Mae Simmons Park Improvements Citv of Lubbock t 04�3 03.0-1.KvILei aMi A. General: Admixtures certified by manufacturer to contain not more than 0.1 percent water- soluble chloride ions by mass of cementitious material and to be compatible with other admixtures and cementitious materials. Do not use admixtures containing calcium chloride. B. Air -Entraining Admixture: ASTM C 260. C. Water -Reducing Admixture: ASTM C 494, Type A. D. High -Range, Water -Reducing Admixture: ASTM C 494, Type F. E. Water -Reducing and Accelerating Admixture: ASTM C 494, Type E. F. Water -Reducing and Retarding Admixture: ASTM C 494, Type D. 2.6 VAPOR RETARDERS A. Vapor Retarder (Under Slab): Shall conform to ASTM E-1745, Class B or better. Minimum thickness: 10 mils. Acceptable products include: 1. Stego Industries: Stego Wrap Vapor Barrier. 2. WR Meadows: Vapor Mat. 3. Fortifiber: Moistop Ultra. 4. Raven Industries: Vapor Block. 2.7 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. Dayton Superior ---- Sure Film J-74 or equal. B. Moisture -Retaining Cover: ASTM C 171, polyethylene film or white burlap -polyethylene sheet. C. Water: Potable. D. Clear, Solvent -Borne, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B. 2.8 RELATED MATERIALS A. Epoxy Joint Filler: Two -component, semirigid, 100 percent solids, epoxy resin with a Shore A hardness of 80 per ASTM D 2240. B. Epoxy -Bonding Adhesive: ASTM C 881, two -component epoxy resin, capable of humid curing and bonding to damp surfaces, of class and grade to suit requirements, and as follows: 1. Type II, non -load bearing, for bonding freshly mixed concrete to hardened concrete. 2. Types I and H, non -load bearing, for bonding hardened or freshly mixed concrete to hardened concrete. 3. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to hardened concrete. 2.9 REPAIR MATERIALS A. Repair Underlayment: Cement -based, polymer -modified, self -leveling product that can be applied in thicknesses from 118 inch and that can be feathered at edges to match adjacent floor elevations. 1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. kA 01044509 CAST -IN -PLACE CONCRETE 03300 — 4 09109 Mae Simmons Parts Improvements City of Lubbock 2. Primer, Product of underlayment manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Weil -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer. 4. Compressive Strength: Not less than 4100 psi at 28 days when tested according to ASTM C 109. B. Repair Topping: Traffic -bearing, cement -based, polymer -modified, self -leveling product that can be applied in thicknesses from 1/4 inch. 1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2. Primer: Product of topping manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well -graded, washed gravel, lib to 1/4 inch or coarse sand as recommended by topping manufacturer. 4. Compressive Strength: Not less than 5700 psi at 28 days when tested according to ASTMC 109. 2.10 CONCRETE MIXES A. Prepare design mixes for each type and strength of concrete determined by either laboratory trial mix or field test data bases, as follows: 1. Proportion normal -weight concrete according to ACT 211.1 and ACT 301. 2. Proportion lightweight structural concrete according to ACT 211.2 and ACT 301. B. Use a qualified independent testing agency for preparing and reporting proposed mix designs for the laboratory trial mix basis. C. Slab -on -Grade and Footings: Proportion normal -weight concrete mix as follows: 1. Compressive Strength (28 Days): 3000 psi. 2. Minimum Slump: 3 inches 3. Maximum Slump: 6 inches. 4. Maximum water-cementitious material ratio:.42. 5. Cementitious material shall be 15% fly ash by weight. D_ Cementitious Materials: For concrete exposed to deicers, limit percentage, by weight, of cementitious materials other than portland cement according to ACT 301 requirements. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows: 1. Fly Ash: 20 percent. E. Do not air entrain concrete to trowel -finished interior floors and suspended slabs. Do not allow entrapped air content to exceed 3 percent. F. Admixtures with chloride -ions are prohibited. G. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water -reducing admixture or high -range water -reducing admixture (superplasticizer) in concrete, as required, for placement and workability. 2. Use water -reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. 3. Use water -reducing admixture in pumped concrete, concrete for heavy -use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. 4. Use corrosion -inhibiting admixture in concrete mixes where indicated. 01044509 CAST -IN -PLACE CONCRETE 03300 — 5 09/09 Mae Simmons Paris Improvements City of Lubbock ' 2.11 FABRICATING REINFORCEMENT ' A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.12 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according t— ASTM C . . 94 and ASTM C 1116, and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-112 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. PART 3 - EXECUTION 3.1 FORMWORK A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until concrete structure can support such loads. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. C. Limit concrete surface irregularities, designated by ACT 347R as abrupt or gradual, as follows: 1. Class B, 1/4 inch. D. Construct forms tight enough to prevent loss of concrete mortar. E. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide tap forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. Kerf wood inserts for forming keyways, reglets, recesses, and the like, for easy removal. 1. Do not use rust -stained steel form -facing material. F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off templates or compacting -type screeds. G. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to fortes and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. H. Chamfer exterior corners and edges of permanently exposed concrete. I. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. J. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. K. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. L. Coat contact surfaces of forms with form -release agent, according to manufacturer's written instructions, before placing reinforcement. 01044509 CAST -IN -PLACE CONCRETE 03300 -- 6 09/09 ' Mae Simmons Park Improvements City of Lubbock ' 3.2 EMBEDDED ITEMS A_ Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in -place concrete. Use Setting Drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 1. Install anchor bolts, accurately located, to elevations required. 3.3 REMOVING AND REUSING FORMS A. General: Formwork, for sides of beams, walls, columns, and similar parts of the Work, that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete provided concrete is hard enough to not be damaged by form -removal operations and provided curing and protection operations are maintained. B. Leave formwork, for beam soffits, joists, slabs, and other structural elements, that supports weight of concrete in place until concrete has achieved the following: 1. 28-day design compressive strength. C. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaxninated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -release agent. D. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect. 3.4 VAPOR RETARDERS A. Vapor Retarder: Place, protect, and repair vapor -retarder sheets according to ASTM E 1643 and manufacturer's written instructions. 3.5 STEEL REINFORCEMENT A. General: Comply with CRSFs "Manual of Standard Practice" for placing reinforcement. I. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. E. Install welded wire fabric in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. F. All reinforcement to be in place prior to placing of concrete. Equipment will not be allowed to drive over reinforcement. 01044509 CAST -IN -PLACE CONCRETE 03300 — 7 TS 09/09 Mae Simmons Park Improvements City of Lubbock 3.6 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. 1. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. 2. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam -girder intersection. 3_ Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. 4. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible. C. Contraction Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness, as follows: 1. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. D. Isolation Joints in Slabs -on -Grade: After removing formwork, install joint -filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. 1. Extend joint -filler strips full width and depth of joint, terminating flush with finished concrete surface, unless otherwise indicated. 3.7 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Do not add water to concrete during delivery, at Project site, or during placement, unless approved by Architect. C. Before placing concrete, water may be added at Project site, subject to limitations of ACI 301. 1. Do not add water to concrete after adding high -range water -reducing admixtures to mix. 2. Do not add water to concrete beyond the limit of water withheld from the plant. D. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation. E. Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. Place each layer while preceding layer is still plastic, to avoid cold joints. 1. Consolidate placed concrete with mechanical vibrating equipment. Use equipment and procedures for consolidating concrete recommended by ACI 309R. 2_ Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the vibrator. Place vibrators to rapidly penetrate placed layer and at 01044509 CAST -IN -PLACE CONCRETE 03300 — 8 09/09 Mae Simmons Park Improvements City of Lubbock least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, hn-it duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing nix constituents to segregate. F. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. 1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. 2. Maintain reinforcement in position on chairs during concrete placement. 3. Screed slab surfaces with a straightedge and strike off to correct elevations. 4. Slope surfaces uniformly to drains where required. 5. Begin initial floating using bull floats or darbies to form a uniform and open - textured surface plane, free of humps or hollows, before excess moisture or bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations. G. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and not more than 80 deg F at point of placement. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators, unless otherwise specified and approved in mix designs. H. Hot -Weather Placement: Place concrete according to recommendations in ACT 305R and as follows, when hot -weather conditions exist: 1. Cool ingredients before mixing to maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover steel reinforcement with water -soaked burlap so steel temperature will not exceed ambient air temperature immediately before embedding in concrete. 3. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas. 3.8 FINISHING FORMED SURFACES ` A. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes and defective areas repaired and patched. Remove fins and other projections exceeding ACI 347R limits for class of surface specified. B. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defective areas. Remove fins and other projections exceeding 1/8 inch .�_ in height. 1. Apply to concrete surfaces exposed to public view or to be covered with a coating or covering material applied directly to concrete, such as waterproofing, dampproofing, veneer plaster, or painting. 2. Do not apply rubbed finish to smooth -formed finish. 01044509 CAST -IN -PLACE CONCRETE 03300 — 9 09/09 i Mae Simmons Park Improvements Citv of Lubbock C. Rubbed Finish: Apply the following to smooth -formed finished concrete: 1. Smooth -Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. D_ Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. l.. 3.9 FINISHING FLOORS AND SLABS A. General: Comply with recommendations in ACI 302. 1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. B. Float Finish: Consolidate surface with power -driven floats or by hand floating if area is small or inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture. 1. Apply float finish to surfaces indicated, to surfaces to receive trowel finish, and to floor and slab surfaces to be covered with fluid -applied or sheet waterproofing, built-up or membrane roofing, or sand -bed terrazzo. C. Trowel Finish: After applying float finish, apply first trowel finish and consolidate concrete by hand or power -driven trowel_ Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. 1. Apply a trowel finish to surfaces indicated and to floor and slab surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin film -finish coating system 2. Finish and measure surface so gap at any point between concrete surface and an unleveled freestanding 10-foot- long straightedge, resting on two high spots and placed anywhere on the surface, does not exceed the following: a. 1/8 inch. D. Trowel and Fine -Broom Finish: Apply a partial trowel finish, stopping after second troweling, to surfaces indicated and to surfaces where ceramic or quarry tile is to be installed by either thickset or thin -set method. Immediately after second troweling, and when concrete is still plastic, slightly scarify surface with a fine broom. E. When weather conditions create a rate of evaporation of .2 lb/sf/hr or greater, Contractor shall apply moisture -retaining film. 3.10 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in -place construction. Provide other miscellaneous concrete filling indicated or required to complete Work. B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel -troweling surfaces to a hard, dense finish with comers, intersections, and terminations slightly rounded. 01044509 CAST -IN -PLACE CONCRETE 03300 -- 10 09/09 Mae Simmons Park Improvements City -of Lubbock C. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations, complying with diagrams or templates of manufacturer furnishing machines and equipment. D. Steel Pan Stairs: Provide concrete fill for steel pan stair treads, landings, and associated items. Cast -in inserts and accessories as shown on Drawings. Screed, tamp, and trowel - finish concrete surfaces. 3.11 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and with recommendations in ACI 305R for hot -weather protection during curing. B. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. 1. Leave forms in place for a minimum of 3 days. 2. Upon removal of forms, apply approved curing compound. C. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces, by the following methods: L Apply approved curing compound. 2. Cover concrete with plastic sheets. Plastic shall remain in place for 3 clays. 3. No work will be permitted on slab during curing. 01044509 CAST -IN -PLACE CONCRETE 03300 — 11 09l09 Mae Simmons Park Improvements City of Lubbock 3.12 CONCRETE SURFACE REPAIRS° A_ Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. B. Patching Mortar: Mix dry -pack patching mortar, consisting of one part portland cement to two and one-half parts fine aggregate passing a No. 16 sieve, using only enough water for handling and placing. C. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. 1. Immediately after form removal, cut out honeycombs, rock pockets, and voids more than 112 inch in any dimension in solid concrete but not less than 1 inch in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush -coat holes and voids with bonding agent. Fill and compact with patching mortar before bonding agent has dried. Fill form -tie voids with patching mortar or cone plugs secured in place with bonding agent. 2. Repair defects on surfaces exposed to view by blending white portland cement and standard portland cement so that, when dry, patching mortar will match surrounding color. Patch a test area at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike off slightly higher than surrounding surface. 3. Repair defects on concealed formed surfaces that affect concrete's durability and structural performance as determined by Architect. t. - D. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. 1. Repair finished surfaces containing defects. Surface defects include spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions. 2. After concrete has cured at least 14 days, correct high areas by grinding. 3. Correct localized low areas during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. 4. Correct other low areas scheduled to receive floor coverings with a repair underlayment. Prepare, mix, and apply repair underlayment and primer according to s manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. Feather edges to match adjacent floor elevations. 5. Correct other low areas scheduled to remain exposed with a repair topping. Cut out _. low areas to ensure a minimum repair topping depth of 114 inch to match adjacent floor elevations. Prepare, mix, and apply repair topping and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. 6. Repair defective areas, except random cracks and single holes 1 inch or less in I diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least 3/4 inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mix as 1 original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. 01044509 CAST -IN -PLACE CONCRETE 03300 —12 09/09 t.. Mae Simmons Park Improvements City of Lubbock 7. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. E. Perform structural repairs of concrete, subject to Architect's approval, using epoxy adhesive and patching mortar. R Repair materials and installation not specified above may be used, subject to Architect's approval. 3.13 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports during concrete placement. Sampling and testing for quality control may include those specified in this Article. B. Testing Services: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: 1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mix exceeding S cu. yd., but less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof. 2. Slump: ASTM C 143; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mix. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C 231, pressure method, for normal -weight concrete; ASTM C 173, volumetric method, for structural lightweight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mix. 4. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample. 5. Compression Test Specimens: ASTM C 31; cast and laboratory cure one set of four standard cylinder specimens for each composite sample. a. Cast and field cure one set of four standard cylinder specimens for each composite sample. 6. Compressive -Strength Tests: ASTM C 39; test one laboratory -cured specimen at 7 days .and two at 28 days. Hold one test specimen in reserve. a. A compressive -strength test shall be the average compressive strength from two specimens obtained from same composite sample and tested at age indicated. 7. Testing specimens are to be taken after all admixtures and/or field added water has been added and incorporated into concrete. C. Strength of each concrete mix will be satisfactory if every average of any three consecutive compressive -strength tests equals or exceeds specified compressive strength and no compressive -strength test value falls below specified compressive strength by more than 500 psi. D. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive -strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 0.1044509 CAST -IN -PLACE CONCRETE 03300 — 13 09/09 Mae Simmons Park improvements Citv of Lubbock days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-and 28-day tests. E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may a be permitted by Architect but will not be used as sole basis for approval or rejection of concrete. F. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other .: requirements have not been met, as directed by Architect. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42 or by other methods as directed by Architect. END OF SECTION 03300 01044509 CAST -IN -PLACE CONCRETE 03300 — 14 09/09 Mae Simmons Park Improvements City of Lubbock 1 SECTION 09900 ( PAINTING PART 1- GENERAL 1.1 RELATED DOCUMENTS A. The Drawings, General Provisions including General Conditions, Supplementary General Conditions and Division 1 - General Requirements apply to the work of this Section. 1.2 WORK INCLUDED A. Surface preparation. B. Surface finish schedule. 1.3 REFERENCES A. ANSI/ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related Products. B. ASTM D2016 - Test Method for Moisture Content of Wood. 1.4 DEFINITIONS A. Conform to ANSI/ASTM D16 for interpretation of terms used in this Section. 1.5 QUALITY ASSURANCE iw A. Product Manufacturer: Company specializing in manufacturing quality paint and finish products with five years experience. B. Applicator: Company specializing in commercial painting and finishing with three years . documented experience. 1.6 SUBMITTALS A. Provide product data on all finishing products. B. Submit samples under provisions of Section 01300. C. Submit two samples 6 x 6 inch in size illustrating range of colors and textures available for each surface finishing product scheduled, after color selection. D. Submit manufacturer's application instructions under provisions of Section 01300. 1.7 FIELD SAMPLES A. Provide one field sample panel, 12 inches tong by 12 inches wide, illustrating special texture and finish. B. Accepted sample may not remain as part of the Work. 01044509 PAINTING 09900 - 1 ,1 09/09 Mae Simmons Park Improvements City of Lubbock 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver products to site in sealed and labeled containers; inspect to verify acceptance. D. Container labeling to include manufacturer's name, type of paint, brand name; brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing and reducing. E. Store paint materials at minimum ambient temperature of 45 degrees F (7 degrees C) and a maximum of 90 degrees F (32 degrees C), in well ventilated area, unless required otherwise by manufacturer's instructions. F. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.9 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 55 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B. Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent, unless required otherwise by manufacturer's instructions. C. Minimum Application Temperatures for Latex Paints: 55 degrees F for interiors; 65 degrees F for exterior; unless required otherwise by manufacturers instructions. D. Minimum Application Temperature for Varnish Finishes: 65 degrees F for interior or exterior, unless required otherwise by manufacturer's instructions. E. Provide lighting level of 50 ft candles measured mid -height at substrate surface. 1.10 EXTRA STOCK A. Provide a two gallon container of each color to Owner. B. Label each container with color, texture, and locations in addition to the manufacturer`s label. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - PAINT AND COATINGS A. Materials specified are those that have been evaluated for the specific service. Products of the Tnemec Company, Inc. are listed to establish a standard of quality with the exception of the concrete finish, 2.3.A. Equivalent materials of other manufacturer's may be submitted on written approval of the Engineer as set forth in Section 01600. B. All materials shall be lead-free as defined by the Consumer Product Safety Act, Part 1303. 2.2 MATERIALS A. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating. B. Coatings: Good flow and brushing properties; capable of drying or curing free of streaks or sags. 01044509 PAINTING 09900 - 2 09109' Mae Simmons Park Improvements City of Lubbock C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified, of commercial quality. D. Mix and thin materials according to manufacturer's latest printed instructions. Do not use { materials beyond manufacturer's recommended shelf life. Do not use mixed materials beyond manufacturer's recommended pot life. 2.3 FINISHES (MISCELLANEOUS) A. Tnemec brand names are used as references of quality required. B. Machinery, Outside or Inside, Dry (with factory finish): 1. Surface Preparation: Solvent Cleaning (SSPC-SPI) 2. Field Coat: 3.0 mils (dry) Series 135 Chembuild 3. Finish: 3.0 mils (dry) Series 290 CRU C. Structural Steel or Piping and Ductile Iron Pipe (Not Coated), Non -Submerged: l . Surface Preparation: Commercial Blasting (SSPC-SP6) 2. Prime: 2.0 mils (dry) N69-1211 Epoxoline H. 3. Second Coat: 4.0 mils (dry) Series N69-1211 Epoxoline II. 4. Third Coat: 2.0 mils (dry) Series 740 Endura-Sbield D. Submerged Steel Surfaces: 1. Surface Preparation: Near White Blasting (SSPC-SP10) in field 2. Stripe Coat: Series 66 Epoxoline applied by brush and scrubbed into all weld seams. In addition to weld seams, all edges, corners, bolts, rivets, pits shall receive a stripe coat. 3. Prime: 3.0 mils (dry) Series N69-15BL Tank White Epoxoline H. Thin only with approved thinner, Tnemec 41-4 Thinner. 4. Second Coat: 4.0 mils (dry) Series N69-1255 Beige Epoxoline 11. Thin only with approved thinner, Tnemec 41-4 Thinner 5. 3rd Coat: 4.0 mils (dry) Series N69-15BL Tank White Epoxoline 11. Thin only with approved thinner, Tnemec 41-4 Thinner E. PVC Piping, PVC Material, FRP Piping & Material 1. Surface Preparation: Solvent Cleaning (SSPC-SPI) Hand sand to roughen surface. 2. Prime: 4 mils (wet) Series N69-1255 Beige Epoxoline II, 3. Finish: 3 mils (wet) Series 740 Endura-Shield F. Ductile Iron Pipe (if coated w/Asphalt), Non -Submerged 1. Surface Preparation: Solvent Cleaning (SSPC-SPI) 2. Prime: 2.5 mils Series N69 Epoxoline H. 3. Finish: 5.0 mils Series N69 Epoxoline H. PART 3 - EXECUTION 3.1 INSPECTION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Concrete: 12percent, D. Beginning of installation means acceptance of existing surfaces. 01044509 PAINTING 09900 - 3 09/09 Mae Simmons Park Improvements City of Lubbock 3.2 PREPARATION A. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or finishing. B. Correct minor defects and clean surfaces which affect work of this Section. C. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate and bleach. Rinse with clean water and allow surface to dry. D. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. E. Uncoated Steel and Iron Surfaces: Remove grease, scale, dirt, and rust. Where heavy coatings of scale are evident, remove by wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs. F. Shop Primed Steel Surfaces: Sand and scrape to remove loose primerand rust. Feather edges to mare touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Prime metal items including shop primed items. 3.3 PROTECTION A. Protect elements surrounding the work of this Section from damage or disfiguration. B. Repair damage to other surfaces caused by work of this Section. C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. D. Remove empty paint containers from site. 3.4 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly darker than proceeding coat unless otherwise approved. E. Sand lightly between coats to achieve required finish. F. Allow applied coat to dry before next coat is applied. 3.5 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. Refer to Division 15 and Division 15 for schedule of color coding and identification banding of equipment, ductwork, piping, and conduit. B. Paint shop primed equipment. C. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, and except where items are prefinished. D. Replace identification markings on mechanical or electrical equipment when painted accidentally. E. Paint interior surfaces of air ducts, that are visible through grilles and louvers with one coat of flat black paint, to limit of sight line. Paint dampers exposed behind louvers, and grilles, to L E match face panels. F. Paint exposed conduit and electrical equipment occurring in finished areas. G. Paint both sides and edges of plywood backboards for electrical and telephone equipment r before installing equipment. 01044509 PAINTING 09900 - 4 09/09 i` JMae Simmons Park Improvements City of Lubbock . i H. Color code equipment, piping, conduit, and exposed ductwork in accordance with requirements indicated. Color band and identify as required. I. Replace electrical plates, hardware, light fixture trim, and fittings removed prior to finishing. 3.6 CLEANING A. As Work proceeds, promptly remove paint where spilled, splashed, or spattered. B. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. END OF SECTION 09900 01044509 PAINTING 09900 - 5 4 ! 09109 1( } Mae Simmons Parr Improvements City of Lubbock SECTION 11311 SUBMERSIBLE WASTEWATER PUMPS PART 1- GENERAL Li RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Lift Station Pumps. 1.3 RELATED SECTIONS A. Section 02665 — Piping, Valves and Fittings. B. All concrete sections. 1.4 REFERENCES A. American Society for Testing and Materials (ASTM) B. National Electrical Manufacturers Association (NEMA) 1.5 DEFINITIONS A. Not Used. 1.6 SYSTEM DESCRIPTION A. Design Requirements 1. Provide two (2) submersible wastewater grinder pumps. 2. Provide pumps that are automatically and firmly connected to the discharge connection. 3. Provide cable support consisting of a wire braid sleeve with attachment tails for connection to the underside of the access frame. 4. Sealing design shall incorporate metal -to -metal contact between machined surfaces. 5. Motors are cooled by surrounding environment or pumped media. A water jack is not required. 6. Provide 25 feet of stainless steel chain for each pump to lift the pump. The working load of the lifting system shall be 50% greater than the pump unit weight. Cables will not be allowed. 7. Provide motors that are able to operate dry without damage while pumping under load. S. The motors and pumps shall be designed and assembled by the same manufacturer. 9. Design motors to operate at a maximum of 104' F. ambient and with a temperature rise not to exceed 176' F. 10. Each pump and motor assembly shall be FM approved, rated for use in explosive environment. 01044509 SUBMERSIBLE WASTEWATER PUMPS 11311 - 1 -. 09/09 Mae Simmons Park Improvements Citv of Lubbock 11. Power cable shall be sized according to NEC and ICEA standards and also meet P-MSNA Approval. B. Performance Requirements l . Lift Station: Provide 2 submersible wastewater grinder pumps for the main lift station with the following characteristics: a. Discharge Size 1-1/2 inches b. Rated Capacity 65 gpm @ 34' TDH C. Shut off head 82 feet minimum d. Motor Size 2.7 HP e. Voltage/Phase/Frequency 230v13-Phase/60 Hz, 4 wire service 1.7 SUBMITTALS A. In addition to the requirements of Section 01300 - Submittals, submit the following: 1. Manufacturer's certified rating curves showing pump characteristics of head, brake horsepower, discharge, efficiency, required net positive suction head, and allowable suction lift. Catalog sheets showing a family of curves will not be acceptable. 2. Literature and drawings describing the equipment in sufficient detail, including parts list and materials and details of construction, to indicate full compliance with these specifications. 3. Certified dimensional drawings of each item of equipment and auxiliary apparatus to be furnished_ 4. Schematic electrical wiring diagrams and other data as required for completion of each pump installation. 5. Certified copies of a report covering each test and capacity, power and efficiency curves based on shop test results, shall be prepared by the pump manufacturer and delivered to the Engineer not less than 10 days prior to shipment of the equipment from the factory. If performance tests are not conducted on the unit, certified test reports of an identical unit shall be included. 6. Manufacturer's recommended list of spare parts. 7. Submit evidence that he can deliver a replacement for any part furnished within three working days, except major castings which shall be delivered within 10 working days. 1.8 DELIVERY AND STORAGE A. Crate, deliver and uncrate all parts and equipment so as to protect against any damage. Clean and lubricate in preparation for testing and field painting. B. Properly protect all finished iron or steel surfaces that are not painted to prevent rust and corrosion. C. Do not dismantle factory assembled parts and components for shipment unless permission is received in writing from the Engineer. 01044509 SUBMERSIBLE WASTEWATER PUMPS 11311 - 2 09109 ... it ! Mae Simmons Park Improvements City of Lubbock PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Provide submersible wastewater grinder pumps as manufactured by ITT Flygt Corporation of Carrolton, Texas, as follows or approved equal: uantit Location Pump Model 2 LIFT STATION MH 3068 2.2 MATERIALS A. Major Pump Components - Cast Iron, ASTM A48 Class 30B with smooth surfaces devoid of blow holes and other irregularities. B. Nuts and Bolts - Stainless Steel AISI type 304 C. Pump Shaft - Carbon Steel C1035 ASTM type 304 Stainless Steel D. Pump Impeller - Cast Iron ASTM A48 Class 30B 2.3 MANUFACTURED UNITS A. Furnish complete operational submersible wastewater grinder pumps consisting of the following major components: 1. Pump 2. Motor 3. Lift chain and hardware B. The grinder pump shall be mounted by a hanging, quick release bracket with an integral non - return, ball type valve. No items shall be bolted or rest on the sump floor. No guide rail system is required. Design shall provide for pump removal without disconnecting any discharge piping. 2.4 COMPONENTS A. Pumps 1. General: Provide submersible wastewater grinder pumps. 2. Sealing shall incorporate machined surfaces. Critical mating surfaces shall be machined and fitted with Nitrale O-rings without the requirement of a specific torque limit. Gaskets requiring specific torque limits, secondary sealing compounds, elliptical 0- rings, grease or other devices shall not be permitted. 3. Pump Shaft a. Completely isolated from the pumped fluid. b. Pump shaft and motor shaft shall be the same unit. 4. Impeller a. Impellers shall be gray cast iron, Class 30B, dynamically balanced, single shrouded design having a long throughlet without acute turns. b. Impellers shall be taper collet fitted and retained with an Allen head bolt. C. Coat all impellers with an acrylic dispersion zinc phosphate primer. d. Mass moment of inertia calculations shall be provided upon request. 5. Volute a. Provide a single -piece grey cast iron, ASTM A48 Class 30B, non -concentric design with smooth passages large enough to pass any solids that may enter the impeller. 01044509 SUBMERSIBLE WASTEWATER PUMPS 11311 - 3 09/09 Mae Simmons Park Improvements ON of Lubbock 6. Mechanical Seal a. Provide each pump with a tandem mechanical shaft seal system consisting of two -, totally independent seal assemblies. b. The seals shall operate in an oil reservoir that hydrodynamically lubricates the -= lapped seal faces at a constant rate. C. Provide one stationary and one positively driven rotating tungsten -carbide ring in the lower primary seal unit and one stationary ceramic seal ring and one positively driven rotating ceramic seal ring in the secondary seal unit. d. Provide a spring system to hold each seal interface in contact. e. Provide an oil chamber for the shaft sealing system for each pump. f. The oil chamber shall be designed to prevent overfilling and to provide oil expansion capabilities. g. Provide a drain and inspection plug with a positive anti- leak seal that is easily accessible from the outside. h. Seals shall not require adjustment or be dependent upon rotation direction for . 4 sealing. 7. Bearings a. Provide two permanently lubricated bearings for the shaft to rotate on. b. Upper and lower bearings shall be single row ball bearings. Sleeve bears are unacceptable. S. Cable Entry System a. The cable entry system shall preclude specific torque requirements to insure a watertight and submersible seal. b. Provide a single cylindrical elastomer grommet, flanked by washers, all having a t close tolerance fit against the cable outside diameter and the entry inside diameter and compressed by the body containing a strain relief function, separate from the function of sealing the cable. C. The assembly shall provide ease of changing the cable when necessary using the same entry seal. d. The cable entry junctions chamber and motor shall be separated by a terminal board which isolates the stator housing from foreign material gaining access through the pump top. Epoxy, silicone, or other secondary sealing system will not be considered acceptable. B. Motor 1. Provide an induction type with a squirrel cage rotor, shell type design motor housed in an air filled, watertight NEMA B type chamber. 2. Provide Class F insulation rated for 311 ° F on the stator windings and stator leads. i 3. Dip and bake the stator three times in Class F varnish and heat shrink into the stator a housing. The use of any fasteners requiring the penetration of the stator housing is not acceptable. 4. Design motor for continuous duty handling pumped media of 104° F and capable of up to 15 evenly spaced starts per hour. 5. Construct the rotor bars and short circuit rings of cast aluminum. 6. Embed thermal switches in the stator lead coils to monitor the temperature of each phase winding. These thermal switches will be used in conjunction with and supplemental to motor overload protection. 7. Seal the junction chamber containing the terminal board from the motor using an elastomer O-ring seal. 01044509 SUBMERSIBLE WASTEWATER PUMPS 11311 - 4 09/09 Mae Simmons Park Improvements Oty of Lubbock ... } 8. Make connections between the cable conductors and the stator leads with compression type binding posts permanently affixed to a terminal board. Wire nuts or crimping type connections are not acceptable. 9. Combined Service Factor: 1.25 minimum. 10. Voltage Tolerance: 10%. 11. Size the power cable according to the NEC and ICEA standards and make the length sufficient to reach the junction box without the need for splices. 12. Provide a power cable with an outer jacket of oil resistant chloroprene rubber. - 11 The motor horsepower shall be adequate so that the pump is non -overloading throughout ' the entire pump performance curve from shut-off through run out. C. Control System ...-- L Moisture Relays: Supply each pump with moisture and thermal sensing devices that will shut down and lock out pumps in the event that an alarm, condition exists. Supply - indications with each pump to indicate failure. 2. Control Panel to contain all necessary breakers, starters, overloads, relays, indicator . ' lamps, elapsed time meters and switches to constitute a complete control system for duplex operation. The start and stop of the pumps and high level alarm function to be controlled by ITT Flygt Multitrode probe, MT3 and MT3A relays. Panel shall be housed in a Nema 3R Painted steel enclosure. The enclosure door gaskets shall be non -memory., rubber composition with a retainer or seamless foamed in place. Door should open a minimum of 180'. The panel shall contain an alternator to allow for the automatic alternation of the lead pump following each cycle. The alternator shall allow for manual selection of the lead pump. Alarm function shall indicate a high level condition in the wet well via alarm light and horn with horn silence function button. 3. Drawings: Attach a final as -built drawing encapsulated in mylar to the inside of the front ` door. Include a list of all legends. 4. Panel Markings: Permanently mark and identify all component parts in the control panel with engraved legend plates as they are indicated on the drawing. A list of all legends shall be available in Excel format and attached with the schematics on the panel door. ` 5. Testing: Test all panels to the power requirements as shown on the plans to assure proper i operation of all the components. Activate each control function to check for proper ! indication. 6. Guarantee: All equipment shall be guaranteed for a period of one (1) year from date of installation. The guarantee is effective against all defects in workmanship and/or defective component. The warranty is limited to replacement or repair of the defective equipment. 7. Manufacturer: The manufacturer shall be a UL508 listed shop for industrial control systems and shall provide evidence of such on request from the engineer or using authority. 8. All electrical equipment and connections, including but not limited to motors and level control system, must be rated as explosion proof. 9. Control panel shall be equipped with a quick connect mechanism to connect to a portable generator. 01044509 SUBMERSIBLE WASTEWATER PUMPS 11311 - 5 09109 3, Mae Simmons Park Improvements City of Lubbock ` 2.5 ACCESSORIES A. Aluminum Hatches (Wet Well) 1. Heavy duty aluminum access cover (Flygt model FDRNSH-O or equivalent): size according to dimensions. 2. Cover shall be capable of supporting 300 pounds per square foot. 3. Cover shall include opening assist device. 4. Cover shall include secondary containment for control of entry to confined space by means of a hinged grating with 4" x 4" openings. Secondary containment device must have means of locking separate from primary cover. 2.6 SOURCE QUALITY CONTROL A. Test the pumps at the factory for capacity, and power requirements at the specified rated condition, shutoff head, operating head extremes, and at as many other points as necessary for accurate performance curve plotting. All tests and test reports shall be made in conformity with the requirements and recommendations of the Hydraulic Institute Standards. PART 3 - EXECUTION 3.1 INSTALLATION A. Install pumps in strict accordance with the manufacturer's instructions and recommendations. Installation shall include furnishing the required grease for initial operation. The grades of grease shall be in accordance with the manufacturer's recommendations. B. Set anchor bolts in accordance with the manufacturer's recommendations. C. Furnish all drain and flushing water piping required. 3.2 FIELD QUALITY CONTROL A. Tests. After all pumps have been completely installed, conduct, in the presence of the Engineer, such tests as are necessary to indicate that the pumps conform to the specifications. Perform tests for a period of 24 consecutive hours. B. Manufacturer's Field Service. l . Qualifications. Provide a factory trained, qualified, and experienced representative from the pump manufacturer. 2. Inspections. Manufacturer's representative is to inspect the completed pump installation and make all final adjustments necessary to initialize pump operation. 3. Training. Manufacturer's representative will instruct the Owner's Operations Personnel in the proper care and operation of the equipment, for a minimum of 8 hours. C. Provide a performance chart showing curves for torque, current, power factor, input/output KW and efficiency for the motors. 3.3 PROTECTIVE COATINGS A. All surfaces coming into contact with sewage, other than stainless steel or brass, shall be protected by acrylic dispersion zinc phosphate primer with a polyester resin paint finish. r= 01044509 SUBMERSIBLE WASTEWATER PUMPS 11311 - 6 si 09/09 = 'r Mae Simmons Park Improvements City of Lubbock 3.4 TOOLS AND SPARE PARTS A. Provide all special tools, if required for operation and maintenance of the equipment. B. All spare parts listed in the manufacturer's recommended spare parts list, including at least the following: 1. A supply of all required lubricants, sufficient for one year's normal operation. C. Furnish all tools and spare parts in containers clearly identified with indelible markings as to their contents. Pack each container with its contents suitably protected for long periods of storage. Furnish all tools in steel tool boxes. END OF SECTION 11311 01044509 SUBMERSIBLE WASTEWATER PUMPS 09/09 11311 - 7 SECTION 16000 BASIC ELECTRICAL METHODS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work in this section. 1.2 REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS A. Regulatory Agencies: Installation, materials, equipment and workmanship shall conform to the applicable provisions of the following: B. National Electrical Code (NEC). C. National Electrical Safety Code (NESC). D. Terms and conditions of the electrical utility and other authorities having lawful jurisdiction pertaining to the work required. E. National Fire Protection Association (NFPA) Codes. F. All temperature control wiring and associated conduit and boxes, shall be provided under these specifications. It shall be the responsibility of the Electrical Contractor to coordinate for all locations requiring such power. G. The work covered by Division 16 of the Specifications includes the furnishing of all materials, labor, transportation, tools, permits, and fees for the complete installation of all electrical work required in the Contract Drawings. H. In the event that additional or special construction is required, the Contractor is responsible for providing all material and equipment which are usually furnished with such construction in order to complete the installation, whether indicated or not. I. The Contractor shall familiarize himself with the existing conditions of the site and advise the Architect of any discrepancy or conflict prior to bidding. J. The Contractor shall be responsible for all permits, fees, and licenses required for the project. All cost of such permits or fees shall be included in the bid. K. All equipment and material shall be installed in accordance with the applicable manufacturer's recommendations and standards. L. Seal all conduit penetrations. M. It shall be the Contractor's responsibility to provide a disconnect, starter and overcurrent protection for all equipment that is not furnished integral with the equipment. The Division 16 Contractor shall coordinate with all trades for this requirement. 1.3 SUBMITTALS A. The intent of this section is to give general submittal information, refer to specific submittal information in the subsequent mechanical sections. B. Within 10 days after award of the contract, and before orders are placed, Contractor shall submit specific information on list of equipment and principal materials specified. Contractor shall indicate and/or provide names of manufacturers, catalog and model numbers, cut sheets, and such other supplementary information as necessary for evaluation. Minimum of six (6) copies, or as directed by the Engineer, of each shall be submitted and shall include all items 01044509 BASIC ELECTRICAL METHODS 16000 - 1 09/09 mentioned by model number and/or manufacturer's name in the specifications or in schedules on the drawings. C. Requirements for each submittal: 1. Bear a dated stamp or specific written indication that the Contractor has reviewed and approved all submittal prior to submission to Engineer. 2. Have all information deleted by Contractor that pertains to the means and methods of construction or to fabrication, assembly, installation, or erection (approval by Engineer , shall not extend to these areas unless specifically noted by Engineer). 3. Be clearly and SPECIFICALLY marked as to which specific piece of equipment is being submitted, by use of a permanent marker, stamp, etc., so as to distinguish it from other pieces of equipment that may occur on the same page. 4. Be clearly marked as to which available options are being submitted that are associated with a piece of equipment. 5. Be complete with respect to quantities, dimensions, specific performance, materials, and similar data to enable the Engineer to review the proposed equipment - Omission by Contractor of any of the above requirements or submittals will subject submittal to automatic rejection without review. Any submittals received by Engineer that were not requested shall be returned without review of any kind. PART 2 - PRODUCTS 2.1 EQUIPMENT REQUIREMENTS A. The electrical requirements for equipment specified or indicated on the drawings are based on information available at the time of design. If equipment furnished for installation has electrical requirements other than indicated on the electrical drawings, the Contractor shall make any required changes to wire and conduit size, controls, overcurrent protection and installation as required to accommodate the equipment supplied, without additional charge to the Owner. The complete responsibility and costs for such adjustments shall be assigned to the respective section of this specification under which the equipment is furnished. 2.2 MATERIALS A. All similar materials and equipment shall be the product of the same manufacturer unless specified otherwise. B. Materials and equipment shall be the standard products of manufacturers regularly engaged in the production of such material and shall be the manufacturer's current and standard design. C. Altitude: Equipment affected by altitude shall perform satisfactorily for the function intended at the altitude of the project site. 01044509 BASIC ELECTRICAL METHODS 16000 - 2 09/09 PART 3 - EXECUTION 3.1 GENERAL A. Fabrication, erection and installation of the complete electrical system shall be done in accordance with accepted good practice by qualified personnel experienced in such work and shall proceed in an orderly manner so as not to impede the progress of the project. The Electrical Contractor shall check all areas and surfaces where electrical equipment or material is to be installed, removed or relocated and report any unsatisfactory conditions before starting work. Commencement of work signifies this Contractors acceptance of existing conditions. In the acceptance or rejection of the finished installation, no allowance will be made for lack of skill on the part of workmen. Surfaces requiring coatings will be completed prior to installation of any electrical work on these surfaces. B. The electrical drawings are diagrammatic. The installation requirements shall be carefully coordinated with site conditions and shall be adjusted to avoid conflict. C. The locations of electrical equipment are approximate and are not intended to convey the exact details and mounting of location of outlets, equipment and other items. Exact locations are to be field determined by actual measurements. 3.2 PERFORMANCE TESTS A. Thoroughly test all control circuits, fixtures, services and all circuits for proper operating condition and freedom from grounds and short circuits before acceptance is requested. All equipment, appliances and devices shall be operated under load conditions. - B. After the interior wiring system installation is complete conduct operating tests for approval. When requested, test all the wire, cable, devices and equipment after installation, to assure that all material continues to possess all the original characteristics as required by governing codes and standards listed in these specifications. C. After motor operation has been verified make voltage readings at all panelboards and starters. Based on these readings, make final adjustments of primary taps on all transformers as directed, or coordinate with the utility provider. D. Perform such other tests as required by other sections of these specifications or as requested to prove acceptability. E. Furnish all instruments and labor for testing. F. All material installed shall be listed, inspected, and approved by a nationally accepted testing laboratory such as UL and/or ETL. All material shall bear the UL or ETL label where available. 3.3 SUBMITTAL AND APPROVAL OF MATERIALS ' A. All requirements for submittals shall comply with the applicable provisions included in the individual specification sections. B. Unless identified as a sole source item, the listing of product manufacturers, catalog numbers, etc., on the drawings is intended to establish a standard of quality of the product. It is the responsibility of the Contractor to review all items he intends to submit. If equipment other than that indicated on drawings is proposed by the Contractor, the information will be reviewed at the time of the submission of the submittal. 01044509 BASIC ELECTRICAL METHODS 16000 - 3 09/09 3.4 PROJECT PHASING A. The Contractor shall make himself familiar with all construction documents associated with this project and clearly adhere to the phasing requirements and work restrictions stated herein. B. Contractor shall be responsible for maintaining permanent power to all locations that are required. Any temporary provisions required to accomplish the temporary provisions shall be included in the Bid. END OF SECTION 01044509 BASIC ELECTRICAL METHODS 16000 - 4 09109 SECTION 16111 CONDUIT PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work in this section. 1.2 SECTION INCLUDES A. Metal conduit. B. Flexible metal conduit. C. Liquidtight flexible metal conduit. D. Electrical metallic tubing. E. Non-metallic Conduit F. Fittings and conduit bodies. 1.3 RELATED SECTIONS A. Section 07270 - Fire Stopping. B. Section 16130 - Boxes. C. Section 16170 - Grounding and Bonding. D. Section 16190 - Supporting Devices. E. Section 16195 - Electrical Identification. 1.4 REFERENCES A. ANSI C80.1 - Rigid Steel Conduit, Zinc Coated. B. ANSI C80.3 - Electrical Metallic Tubing, Zinc Coated. C. ANSI/NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable Assemblies. D. ANSIINFPA 70 - National Electrical Code. E. NECA "Standard of Installation." L5 DESIGN REQUIREMENTS A. Conduit Size: ANSUNFPA 70, 1.6 SUBMI'I"I'ALS A. Submit under provisions of Section 01300. B. Product Data: Provide for metallic conduit, flexible metal conduit, liquidtight flexible metal conduit, nonmetallic conduit, fittings and conduit bodies. 01044507 CONDUIT 16111 - 1 09109 1.7 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01700. B. Accurately record actual routing of conduits. 1.8 REGULATORY REQUIREMENTS A. Conform to requirements of ANSUNFPA 70. B. Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and shown. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect, and handle Products to site under provisions of Section 01600. B. Accept conduit on site. Inspect for damage. C. Protect conduit from corrosion and entrance of debris by storing above grade. Provide appropriate covering. 1.10 PROJECT CONDITIONS A. Verify that field measurements are as shown on Drawings. B. Verify routing and termination locations of conduit prior to rough -in. C. Conduit routing is shown on Drawings in approximate locations unless dimensioned. Route as required to complete wiring system. PART 2 - PRODUCTS 2.1 CONDUIT REQUIREMENTS A. Minimum Size: 3/a" unless otherwise specified. B. Wet and Damp Locations above grade: Use rigid steel or liquid tight flexible conduit. C. Dry Locations: Use rigid steel conduit. D. MC Cable: Shall not be utilized on this project. E. Utilize rigid steel conduit with NEC Class 1, Division 1 seal fittings for all conduits entering the lift station wet well. 2.2 METAL CONDUIT A. Manufacturers: 1. Allied 2. Wheatland 3. Substitutions: Under provisions of Section 01600. B. Rigid Steel Conduit: ANSI C80.1. C. Fittings and Conduit Bodies: ANSVNEMA FB 1; all steel fittings. 01044507 CONDUIT 16111 - 2 09/09 23 LIQUIDTIGHT FLEXIBLE METAL CONDUIT A. Manufacturers: 1, Ultatite 2. Electri-flex 3. Substitutions: Under provisions of Section 01600. B. Description: Interlocked steel construction with PVC jacket. C. Fittings: ANSVNEMA FB 1. D. Applications: Use for final connections to motorized equipment in exterior locations and areas subjected to moisture. 2.4 PVC COATED METAL CONDUIT A. Manufacturers: 1. Levy 2. Robroy Industries 3. Substitutions: Under provisions of Section 01600, B. Description: NEMA RN-1, rigid steel conduit with external PVC coating, 20 mil thick. C. General: Protective layer may be factory applied or galvanized rigid steel conduit may be applied with two layers of corrosion resistant tape. D. Fittings and Conduit Bodies: ANSVNEMA FB 1; steel fittings with external PVC coatings to match conduit. 2.5 NONMETALLIC CONDUIT A. Description: NEMA TB2, Schedule 40, PVC Conduit. Sunlight -resistant and for use below grade with limitations specified herein. PART 3 - EXECUTION 3.1 INSTALLATION A. Install conduit in accordance with NECA "Standard of Installation." B. Install nonmetallic conduit in accordance with manufacturer's instructions. C. Arrange supports to prevent misalignment during wiring installation. D. Support conduit using coated steel or malleable iron straps. E. Group related conduits; support using conduit rack. Construct rack using steel channel. F. Fasten conduit supports to structure and surfaces under provisions of Section 16190. G. Do not support conduit with wire or perforated pipe straps. Remove wire used for temporary supports H. Arrange conduit to maintain headroom and present neat appearance. 1. Maintain adequate clearance between conduit and piping. J. Maintain 12 inch clearance between conduit and surfaces with temperatures exceeding 104 degrees F. K. Cut conduit square using saw or pipecutter; de -burr cut ends. L. Bring conduit to shoulder of fittings; fasten securely. M. Use conduit hubs or sealing locknuts to fasten conduit to sheet metal boxes in damp and wet locations and to cast boxes. 01044507 09109 CONDUIT 16111 - 3 N. Install no more than equivalent of three 90-degree bends between boxes. Use conduit bodies to make sharp changes in direction, as around beams. Use factory elbows for bends in metal conduit larger than 2 inch size. O. Avoid moisture traps; provide junction box with drain fitting at low points in conduit system. P. Provide suitable fittings to accommodate expansion and deflection where conduit crosses, control and expansion joints. Q. Provide suitable pull string in each empty conduit except sleeves and nipples. R. Use suitable caps to protect installed conduit against entrance of dirt and moisture. S. Ground and bond conduit under provisions of Section 16170. T. Identify conduit under provisions of Section 16195. U. Do not use PVC, non-metallic conduit above grade. V. Underground conduits serving branch lighting circuits may be run with direct buried Schedule 40, PVC conduit. W. All conduits shall be concealed as much as possible. END OF SECTION is 01044507 CONDUIT 16111 - 4 09/09 . SECTION 16123 WIRE AND CABLE PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work in this section. 1.2 SECTION INCLUDES A. Building wire and cable. B. Wiring connectors and connections. 1.3 RELATED SECTIONS A. Section 16195 - Electrical Identification. 1.4 REFERENCES A. Section 01400 - Quality Control: Requirements for references and standards. B. NECA Standard of installation (National Electrical Contractors Association). C. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems (International Electrical Testing Association). D. NFPA 70 - National Electrical Code. 1.5 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals: Procedures for submittals. B. Product Data: Provide for each cable assembly type. 1.6 SUBMITTALS FOR INFORMATION A. Section 01300 - Submittals: Procedures for submittals. B. Test Reports: Indicate procedures and values obtained. C. Manufacturers Installation Instructions: Indicate application conditions and limitations of use stipulated by product testing agency specified under Regulatory Requirements. 1.7 SUBMITTALS AT PROJECT CLOSEOUT A. Section 01700 - Contract Closeout: Procedures for submittals. B. Project Record Documents: Record actual locations of components and circuits. 1.8 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum three years documented experience. 01044509 WIRE AND CABLE 16123 - 1 09/09 19 REGULATORY REQUIREMENTS A. Conform to NFPA 70. B. Furnish products listed and classified by Underwriters Laboratories Inc. as suitable for the purpose specified and indicated. 1.10 PROJECT CONDITIONS A. Section 01039 - Coordination and Meetings. B. Verify that field measurements are as indicated. C. Conductor sizes are based on copper. D. Wire and cable routing indicated is approximate unless dimensioned. 1.11 COORDINATION A. Coordinate Work under provisions of Section 01039. B. Where wire and cable destination is indicated and routing is not shown, determine exact routing and lengths shall be provided as required. PART 2-PRODUCTS 2.1 WIRE A. Manufacturers: 1. Southwire. 2. American Cable. 3, Houston Wire and Cable. 4. Substitutions: Refer to Section 01600 - Material and Equipment. B. Description: Single conductor insulated wire. C. Conductor: Copper. D. Insulation Voltage Rating: 600 volts. E. Insulation: NFPA 70, Type indicated herein. All ampacity ratings shall be based on 75 degrees Celsius rating. F. MC Cable: Shall not be utilized on this project. 2.2 WIRING CONNECTORS A. Split Bolt Connectors: 1. Ilsco. 2. Buchanan. 3. Burndy. 4. Substitutions: Refer to Section 01600 - Material and Equipment. B. Solderless Pressure Connectors: 1. Ilsco. 2. Buchanan. 3. Burndy. 4. Substitutions: Refer to Section 01600 - Material and Equipment. 01044509 WIRE AND CABLE 16123 - 2 09109 C. Spring Wire Connectors: 1. Ideal. 2. Substitutions: Refer to Section 01600 - Material and Equipment. D. Compression Connectors: 1. Ilsco. 2. Buchanan. 3. Bumdy. 4. Substitutions: Refer to Section 01600 - Material and Equipment. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01039 - Coordination and Meetings: Verification of existing conditions before starting work. B. Verify that interior of building has been protected from weather. C. Verify that mechanical work likely to damage wire and cable has been completed. D. Verify that raceway installation is complete and supported. 3.2 PREPARATION A. Completely and thoroughly swab raceway before installing wire. 3.3 WIRING METHODS A. All Locations: Use only wire, Type THW or THHN/THWN insulation, in raceway. B. Use wiring methods indicated. 3.4 INSTALLATION A. Section 01400 - Quality Control: Manufacturer's instructions. B. Route wire and cable as required to meet Project Conditions. C. Install cable in accordance with the NECA "Standard of Installation." D. Use solid conductor for feeders and branch circuits 10 AWG and smaller. E. Use conductor not smaller than 12 AWG for power and lighting circuits. F. Use conductor not smaller than 14 AWG for control circuits. G. Use 10 AWG conductors for 20 ampere, branch circuits longer than 100 feet and as indicated on the drawings. H. Install all conductors in conduit. I. Pull all conductors into raceway at same time. J. Use suitable wire pulling lubricant for building wire 4 AWG and larger. K. Protect exposed cable from damage. L. All cables shall be neatly supported. M. Use suitable cable fittings and connectors. N. Neatly train and lace wiring inside boxes, equipment, and panelboards. O. Clean conductor surfaces before installing lugs and connectors. P. Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise. 01044509 WIRE AND CABLE 16123 - 3 09/09 i Q. Use split bolt connectors for copper conductor splices and taps, 6 AWG and larger. Tape: uninsulated conductors and connector with electrical tape to 150 percent of insulation rating of conductor. R. Use solderless pressure connectors with insulating covers for copper conductor splices and taps, 8 AWG and smaller. S. Use insulated spring wire connectors with plastic caps for copper conductor splices and taps,10 AWG and smaller. T. Identify and color code wire and cable under provisions of Section 16195. Identify each conductor with its circuit number or other designation indicated. U. The number of conductors in each conduit run shall be limited to the requirements as indicated on the drawings and indicated in Article 310-15 of the 2002 National Electrical Code. V. Refer to Specification Section 16111 for limitations and approval requirements for routing conductors in wireway. 3.5 FIELD QUALITY CONTROL A. Section 01400 - Quality Control: Field inspection, testing and adjusting. B. Inspect and test in accordance with NETA ATS, except Section 4, C. Perform inspections and tests listed in META ATS, Section 7.3.1. END OF SECTION 01044509 WIRE AND CABLE 16123 - 4 ; 09/09 s ?i SECTION 16170 GROUNDING AND BONDING PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work in this section. 1.2 SECTION INCLUDES A. Grounding electrodes and conductors. B. Equipment grounding conductors. C. Bonding. 1.3 REFERENCES A. Section 01400 - Quality Control: Requirements for references and standards. B. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems (International Electrical Testing Association). C. NFPA 70 - National Electrical Code. 1.4 GROUNDING SYSTEM DESCRIPTION A. Rod electrodes. 1.5 PERFORMANCE REQUIREMENTS A. Grounding System Maximum Resistance: 10 ohms. 1.6 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals: Procedures for submittals. B. Product Data: Provide for grounding electrodes and connections. 1.7 SUBMITTALS FOR CLOSEOUT A. Section 01700 - Contract Closeout: Procedures for submittals. B. Project Record Documents: Record actual locations of components and grounding electrodes. C. Certificate of Compliance: Indicate approval of installation by authority having jurisdiction. 1.8 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience, and with service facilities within 100 miles of Project. 01044509 GROUNDING AND BONDING 16170 - 1 09109 1.9 REGULATORY REQUIREMENTS A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. PART 2 - PRODUCTS 2.1 MECHANICAL CONNECTORS A. Material: In lieu of exothermic connections, burndy fly -ground, twelve ton compression connections may be used. 2.2 EXOTHERMIC CONNECTIONS A. Manufacturers: Cadweld. 2.3 WIRE A. Material: Stranded copper. PART 3 - EXECUTION 3.1 INSTALLATION A. Section 01400 - Quality Control: Manufacturer's instructions. B. Provide bonding to meet Regulatory Requirements. C. Equipment Grounding Conductor: Provide separate, insulated conductor within each feeder and branch circuit raceway. Terminate each end on suitable lug, bus, or bushing. D. Grounding Electrode System: The new grounding electrode system shall consist of the connection to the new electrode system. E. Provide proper bonding of the electrical system's grounded conductor (neutral) and the grounding electrode system sized in accordance with N.E.C. Article 250. F. Provide grounding type bushings at all panelboards on the panel feeder. 3.2 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection, testing, adjusting. B. Inspect and test in accordance with NETA ATS, except Section 4. C. Perform inspections and tests listed in NETA ATS, Section 7.13. END OF SECTION 01044509 GROUNDING AND BONDING 16170 - 2 09I09 SECTION 16195 ELECTRICAL IDENTIFICATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work in this section. 1.2 SECTION INCLUDES A. Nameplates and labels. B. Wire and cable markers. 1.3 REFERENCES A. ANSI/NFPA 70 - National Electrical Code. PART2-PRODUCTS 2.1 NAMEPLATES AND LABELS A. Nameplates and Labels: Engraved three -layer laminated plastic, white letters on black background. B. Locations: 1. Each electrical distribution and control equipment enclosure. 2. Communication cabinets, and computer cabinets. 3. Field disconnects, start stop stations, control panels. C. Letter Size: 1. Use 1/4 inch letters for identifying individual equipment and loads. 2. Use 1/4 inch letters for identifying grouped equipment and loads. 3. Use 3/8 inch letters for identifying Main Disconnect equipment. 2.2 WIRE/CONDUIT/BOX MARKERS A. Description: Brady B-321 Heat -Shrink Polyolefin markers. Typed label to identify each termination end point of the conductor. DC conductors shall identify polarity. Locations: Each conductor at wireway, pull boxes, outlet and junction boxes, and each load connection. All conduit penetrations identifying the location of each end. B. Legend: 1. Power and Lighting Circuits: Branch circuit or feeder number indicated on drawings. C. Boxes: 1. Label each junction box in accessible locations to indicate the type of system (i.e.; security; power circuit - 1, 3, 5; etc. 01044509 ELECTRICAL IDENTIFICATION 16195 - 1 09/09 r PART 3 - EXECUTION 3.1 PREPARATION A. Degrease and clean surfaces to receive nameplates and labels. 3.2 APPLICATION A. Install nameplate and label parallel to equipment lines. B. Secure nameplate to equipment front using screws or rivets. C. Identify underground conduits using underground warning tape. Install one tape per trench at 12 inches below finished grade. Identify all conduit at exposed locations into all boxes, cabinets, etc. (see specification Section 16000). D. Identify all conductors at every termination indicating endpoints of termination and tag identification as required. E. Color coding for phase identification: 120/240 volts Phase Black A Red B Blue C White Neutral Green Ground Conductor phase and voltage identification shall be made by color -coded insulation for all conductors smaller than No. 6 AWG. For conductors No. 6 AWG and larger, identification shall be made by color -coded insulation, or conductors with black insulation may be furnished and identified by colored electrical tape_ Conductor identification shall be provided within each enclosure where a tap, splice, or termination is made. END OF SECTION is 01044509 ELECTRICAL IDENTIFICATION 16195 - 2 09/09 SECTION 16470 PANELBOARDS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 RELATED SECTIONS A. Section 16190 - Supporting Devices. B. Section 16195 - Electrical Identification: Engraved nameplates. 1.3 SUMMARY A. Section Includes: 1. Distribution and Branch circuit panelboards. 2. Switchboards. B. References: 1. NECA (National Electrical Contractors Association) "Standard of Installation." 2. NEMA AB 1 - Molded Case Circuit Breakers. 3. NEMA ICS 2 - Industrial Control Devices, Controllers, and Assemblies. 4. NEMA KS 1 - Enclosed Switches. 5. NEMA PB 1 - Panelboards. 6. NEMA PB 1.1 - Instructions for Safe Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less. 7. NFPA 70 - National Electrical Code. 1.4 SUBMITTALS A. Submit under provisions of General Conditions. Shop Drawings: Indicate outline and support point dimensions, voltage, main bus ampacity, integrated short circuit ampere rating, circuit breaker and fusible switch arrangement and sizes. B. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use stipulated by Product testing agency. Include instructions for storage, handling, protection, examination, preparation, installation, and starting of Product. 1.5 PROJECT RECORD DOCUMENTS A. Submit under provisions of General Conditions. Record actual locations of Products; indicate 1 actual branch circuit arrangement. 1.6 OPERATION AND MAINTENANCE DATA �l A. Submit under provisions of General Conditions. Maintenance Data: Include spare parts data listing; and recommended maintenance procedures and intervals. 01044509 09/09 PANELBOARDS 16470 - 1 1.7 QUALITY ASSURANCE A. Perform Work in accordance with NECA Standard of Installation. 1.8 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum five years experience. 1.9 REGULATORY REQUIREMENTS A. Conform to requirements of NFPA 70. Furnish products listed and classified by UL as suitable for purpose specified and indicated. 1.10 FIELD MEASUREMENTS A. Verify that field measurements are as indicated. 1.11 MAINTENANCE MATERIALS A. Provide maintenance materials under provisions of General Conditions. Provide two of each panelboard key if required. PART 2 - PRODUCTS 2.1 PANELBOARDS A. Manufacturers: 1. General Electric 2. Square-D 3. Westinghouse 4. Cutler — Hammer B. Description: NEMA PB-1, circuit breaker type. C. Panelboard Bus: Copper with ratings as indicated. Provide a copper ground bus in each panelboard. D. Minimum integrated short circuit rating: Fully rated devices with minimum levels as indicated. Series rated systems will not be allowed. Minimum calculated values are labeled on each panelboard and are indicated as "AIC". E. Molded Case Circuit Breakers: NEMA AB 1, bolt -on, circuit breakers with integral thermal and instantaneous magnetic trip in each pole. Provide circuit breakers UL listed as type HACR for air-conditioning equipment loads and type SWD for switching applications. F. Enclosure: NEMA 3R. G. Cabinet Front: Surface or recessed type as indicated on the drawings, fastened with concealed trim clamps, hinged door with flush lock, metal directory frame, and finished in manufacturer's standard gray enamel. 01044509 PANELBOARDS 16470 - 2 09/09 PART 3 - EXECUTION 3.1 INSTALLATION A. Install panelboards in accordance with NEMA PB 1.1. Install panelboards plumb. Provide supports in accordance with drawings and Section 16190. Height: 6 ft maximum to top of panelboard. Provide filler plates for unused spaces in panelboards. Provide typed circuit directory for each branch circuit panelboard. Revise directory to reflect circuiting changes required to balance phase loads. Spare slots shall be labeled as such in erasable pencil on directory. Provide engraved plastic nameplates under the provisions of Section 16195. B. Ground each panelboard in accordance with section 16170. C. Provide for the adjustment and setting of all ground fault ratings and delays associated with the switchboard circuit breakers. 3.2 FIELD QUALITY CONTROL A. Field inspection and test for grounds on each circuit after installation is completed. Measure steady state load currents at each panelboard feeder; rearrange circuits in the panelboard to balance the phase loads to within 20 percent of each other. Maintain proper phasing for multi -wire branch circuits. Visual and Mechanical Inspection: Inspect for physical damage, proper alignment, anchorage, and grounding. Check proper installation and tightness of connections for circuit breakers, fusible switches, and fuses. 01044509 09109 END OF SECTION PANELBOARDS 16470 -- 3 APPENDIX A TAOS PRECAST CONCRETE FLUSH TOILET BUILDING Produced By CXT INCORPORATED SPECIFICATIONS �j k SPECIFICATIONS FOR TADS STYLE FLUSH TOILET BUILDINGS CXT INCORPORATED SPOKANE, WASHINGTON Note: The specifications and criteria in this document are generic in nature and may vary depending on the particular site location, the requirements of the Authority Having Jurisdiction (AFJ) and contract requirements_ The building will be designed according to the requirements of the adopted building code required by the AFJ. The Engineer's seal does not cover responsibilities of the manufacturer which are designated by the general use of the term "will" or the criteria of the manufacturer_ See approved plans and contract for actual specifications and requirements. C 7 1 1.0 SCOPE��tlE° This specification covers the construction and placing of the Taos preca 4r,�eia a►sti$tl�,.W.g°;; toilet building as produced by CXT Incorporated. .`C t-- ,. D T }tle$dtl®♦4@PRB$Ptldtl11ffi$$R�ffi6• 2.0 SPECIFICATIONS `o 7 ASTM C33 Concrete Aggregates ASTM C39 Method of Test for Compressive Strength of Cylindrical Concrete t Specimens ASTM C94 Standard Specification for Ready -Mixed Concrete ASTM C143 Method of Test for Slump of Concrete ASTM C150 Standard Specification for Portland Cement ASTM A185 Standard Specification for Steel Welded Wire Reinforcement, Plain, or Concrete ASTM C192 Method of Making and Curing Test Specimens in the Laboratory ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C309 Standard Specifications for Liquid Membrane -Forming Compounds for Curing Concrete ASTM C494 Standard Specification for Chemical Admixtures for Concrete ASTM A615 Standard Specification for Deformed and Plain Carbon -Steel Pars for Concrete Reinforcement ASTM C979 Standard Specification for Pigments for Integrally Colored Concrete ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 306 Cold Weather Concreting ACI 318 Building Code Requirements Structural Concrete and Commentary (includes Errata) PCI MNL 116 Quality Control for Plants and Production of Precast Prestressed Concrete Products I CXT Incorporated Taos Flush Toilet Specifications STRUCTURAL DESIGN & MANAGEMENT, INC. e 11757 W . Ken Caryl Ave. } v, tjlnelo,1 Coetllz7 ; Doc S.27 ' PWn$,(303)872As12 REV 11 Carl A. Demeter sE., PE. Fs+ (M) G6S5831 c$Oem$te �mcxatnel I to 3.o MANUFACTURER CRITERIA �. 0 The manufacturer supplying the requested precast concrete multi -flush facility must meet the following: A. Manufacturer must be ISO 9001 certified at the time of bid. B. Manufacturing plant must be PCI certified at the time of bid. C. Manufacturer must not have defaulted on any contract within the last five years. D. Manufacturer must provide stamped, engineered drawings prior to acceptance. E. Manufacturer must be pre -approved prior to bidding. F. Manufacturer must show four examples of precast concrete flush facilities produced, installed, and in use as an example of their ability to perform on this contract. Manufacturers meeting these criteria are: OF J, CXT, Incorporated �4 a Spokane Industrial Park 3808 North Sullivan Road, Building 7 Spokane, WA 99216 gg 4 Y Phone: 800-696-5766K. 4.0 DESIGN CRITERIA The Laos has been designed to meet the following criteria. Calculations and Engineer's stamped drawings are available, for standard buildings, upon request by the customer and are for their sole and specific use only. The design criteria are to ensure that the Montrose not only will withstand the forces of nature listed below but will provide_. protection from vandalism and other unforeseen hazards_ Design criteria include 2006 IBC Code, 2006 IPC, 2008 NEC. i & Roof Snow Load 1. The Taos is designed to withstand a 250 pounds per square foot snow l load. B. Floor Load i._ 1. The Taos is designed to withstand 400 pounds per square foot floor load. CXT Incorporated 2 Taos flush Toilet Specifications STRUCTURAL DrSIG i & MANAGeMENT, INC. ,. 1175T WR Kan CWy4 Ave. gg ' � ,: g � .ga €- SunsF,4121 Melon, Co 8772r ` .'. Mme; (303) 8i2-0S32 Fray (775) 655-5$81 Coji A. (Ranter SE., PE. c der-kw@)co-c s .net lr Doc S.27 REV 11 I 7 L C. Wind Load 1. The Taos will withstand the effects of 150 mile per hour (3-second gust) wind exposure C. E. Earthquake I. The Taos will withstand the effects of a seismic group 1 seismic design category E earthquake. F. Additional Design Standards 1. The Taos is designed to meet the requirements of the Americans with Disabilities Act Requirements and Uniform Federal Accessibility Standards as of the date of this specification. 2. The Taos is an all concrete. Design with a minimum 3/12 roof pitch 5.0 MATERIALS A. Concrete - General The concrete mix design will be designed to ACI 211.1 to produce concrete of good workability. 1. Concrete will contain a minimum of 610 pounds of cement per cubic yard. Cement will be a low alkali type I or III conforming to ASTM C-150. 2. Coarse aggregates used in the concrete mix design will conform to ASTM C33 with the designated size of coarse aggregate #67. 3. Minimum water/cement ratio will not exceed .45. Slump will not exceed 4". Slump may be increased using chemical admixtures provided that the concrete maintains same or lower water to cement ratio and does not exhibit segregation. Slurry will never exceed 9". 4. Air -entraining admixtures will conform to ASTM C260. Water reducing admixtures will conform to ASTM C494, Type A. B. Colored Concrete 4�1. Color additives wiil.conform to ASTM C979. A 12"x12"x1" color sample will be available for customer approval. .. ; 2. The following will contain colored concrete: a. Toilet building roof panels b. Building walls �� a•a C. Screen panels 3. The same brand and type of color additive will be used throughout the ; t k DO' TER manufacturing process. All ingredients will be weighed and the mixing operation will be adequate 71 to ensure uniform dispersion of the color. I'a� p g' N " -- ..,. ..... .. STRUCTURAL DESIGN & MANAGEMENT,. NO 1 V57 W . Ken Are i w I Sdie F V21 CXT Incorporated Tags Flush Toilet Specificationspleone:(30 . . � uttt?"o CO8012T Doc 5.27 )W2-e512 i RLV 11 . F {rts}ses-seat , Cad A Demeter SE., PE. Catlem819QO0tncasLnel C. Cold Weather Concrete 1. Cold weather concrete placement will be in accordance with ACI 306. 2. Concrete will not be placed if ambient temperature is expected to be below 35 degrees F. during the curing period unless heat is readily available to maintain the surface temperature of the concrete at least 45 degrees F. 3. Materials containing frost or lumps of frozen materials will not be used. D. Hot Weather Concrete The temperature of the concrete will not exceed 80 degrees F. at the time of placement. When the ambient reaches 90 degrees F, the concrete will be protected with moist covering. E. .«r =aATw�4�,xx�:��sa •s m4���„�ydr.m Concrete Reinforcement 1. All reinforcing steel will conform to ASTM A615. All welded wire fabric will conform to AS] M A185. 2_ All reinforcement will be new, free of dirt, oil, paint, grease, loose mill scale and loose or thick rust when placed. 3. Details not shown of drawings or specified will be to ACI318. 4. Steel reinforcement will be centered in the cross -sectional area of the walls and will have at least 1" of cover on the under surface of the floor and roof. 5, The maximum allowable variation for center -center spacing of reinforcing steel will be 1lZ". 6. Full lengths of reinforcing steel will be used when possible. When splices are necessary on long runs, splices will be alternated from opposite sides of the components for adjacent steel bars. Lap bars 44 or smaller a minimum of 12". Lap bars larger than #4 a minimum of 24 bar diameters. 7. Reinforcing bars will be bent cold. No bars partially embedded in concrete will be field bent unless approved by the customer. F. Sealers and Curing Compounds I. Curing compounds, if used, will be colorless, complying with ASTM C309, type I or 1-D. 2. Weatherproofing sealer for exterior of building will be a clear water repellent penetrating sealer. G. Caulking, Grout, Adhesive and Sealer I. Caulking service temperatures from -40 to +140 degrees Fahrenheit. 2. Interior and exterior joints will be caulked with a paintable polyurethane sealant. 3. Grout will be a non- shrink type and will be painted to match the color of surrounding concrete as nearly as possible, 4. Cernent base coating is formulated with a very fine aggregate system and STRUCTURAL DESIGN &MANAGFMFW,.INC. a built in bonding went. •-..,€s 11T57 W . Ken catyl Ave. CXT Incorporated 4 I !!! ,. LtttleAora,c060127 i Doc 5.27 1'r.. •r �. f Taos Flush Toilet specifications !-T= ' :._ _.s KMmte:(303)072-5512 t REV 11 Kee; {775)655-58�1 '- E Cast A.Remeter SE.,PE. (OdOmetwO m ast.net it i H. Paint I. 2 4" �„4 ��ffi�t�e�g#ss ar�9��xel+4a ems 0 All paints and materials will conform to all Federal specifications or be similar "top-of-the-line-cornpone nts". Paints will not contain more than .06 percent by weight of lead. Type of paints for toilets. a. Inside concrete surfaces. I Interior floors will be a high solid single -component, chemical and urine resistant aliphatic moisture cure urethane, that meets ADA requirements for slip resistance. The color will be gray. II Interior walls and ceilings will be a modified acrylic, water .:; repellent penetrating stain. The color will be white followed by a clear acrylic anti -graffiti sealer. �� b. Metal surfaces both inside and out. �� - DTM ALKYD. c. Exterior concrete surfaces. I Exterior slab will be clear sealer. 4t II Exterior walls and roof will be a water repellent penetrating stain in the same color as the walls or roof followed by a clear acrylic anti -graffiti sealer. Grab bars Grab bars will be 18 gauge, type 304 stainless steel with 1-1/2" clearance. Grab bars will each be able to withstand 300 pound top loading. J. Toilet Paper Dispenser Dispenser will be constructed of %" thick, type 304 stainless steel. Dispenser will be capable of holding three (3) standard rolls of toilet paper. Toilet paper holder fastening system will be able to withstand 300 pound top loading. K. Steel Doors 1. Doors will be flush panel type 1-3/4" thick, minimum 16 gauge galvanized steel, top painted with DTM ALKYD. 2_ Door frames will be knockdown or welded type, single rabbet, minimum 16 gauge galvanized steel top painted with DTM ALKYD, width to suit wall thickness. Three (3) rubber door silencers will be provided on latch side of frame. L. Door Hinges Door hinges will be 3 per door with dull chrome plating 4-1/2"x4-1/2", adjustable tension, automatic -closing for each door. CXT Incorporated 5 Taos Flush Toilet Specifications ................ STRUCTURAL. DESIGN & MANAGEIAGmT, tNC. j 11757W.KeR Caryl Ax®. .1 LN71e4m,Co80127 DocS_27 (3M) 972-8512 ' REV 11 FWe P 75) 866-58: 1 CM A. L)emeter SE., PE. ceaerReter�oarac�el.aef l' M. Lockset (o 1. Lockset will meet AN51 A156.2 Series 4000, Grade 1 cylindrical lockset for - exterior door. 2. Lever handle both inside and out. 1.., 3. U.S. 26D finish. N. Optional Dead Bolt ....'.. Deadbolt will be a Schlage standard model with a single cylinder, 2 W backset, and 626 finish. The cylinder will be a standard B661P Schlage� 0. Mirroritj Mirror to be 18" x 36" stainless steel.g ;$ anma�Re��ce��x c q�� «em.lmasm R. Door Stop ;Ar rai f ER ooam�esos-.�o.�eta:.�.a���axx Doorstop will be a dome style stop meeting ANSI 156.26. �� -o 'K, Q. Door Sweep Door sweep will be provided at the bottom of door and will be an adjusta�;, brush type. tea ms R. Wall Vent Wall vent will be crank operated allowing the unit to be opened or closed. Crank will be removable. Wall vent frame will be cast into the concrete wall. The units' frame will be C3 x 4.1 channel steel. The louver frame and louvers will be 18 gauge zinc coated steel with baked enamel finish. Vent to come with insect screen. S. Windows 1. Windows and cleanout cover frames will be constructed from steel. 2. Window glazing will be %" thick translucent pebble finished polycarbonate. T. Plumbing 1. All fixtures to meet ANSI A112.19-2 2. Waste and vent material will be ABS or PVC plastic and will be plumbed , to meet Uniform Building Codes. 3. Water material will be copper tubing Type L, hard drawn. A gate -valve will be provided at the inlet end of the water line. All water lines will be of a size to provide proper flushing action based on a nominal water _t pressure of 40 psi. , 4. All plumbing will be concealed in the service area. 5. Toilet will be constructed of vitreous china, wall hung, with siphon jet action. Toilet will have a back spud for a concealed flush valve connection and will be mounted with the top of the seat 17 inches above the finished floor. Seat will be heavy duty solicFMT inn IA M9 ri" hr'diPtional stainless steel fixtures available. I 4. 11757 W . Ken Caryl Ave CXT incorporated -� �I 1 _ SWW F t3121 6 H jl `�; o �coaa327 E Doc 5.27 I I i Taos Flush Toilet Specifications :' 1 F' Pt�fle:(ana)REV 11 �mc (T76}858-58�1 Celt A. Demeter SE., PE. ceae<naer�cam�at-not j - t r_ 6. j Mush valve will be concealed closet flush-o-meter constructed of rough brass. Furnish valve with integral vacuum breaker and wall mounted push button. Valve will be of a water saver type with a flow of 1.6 gallons per flush, 7. Lavatory will be vitreous china with back splashguard, front overflow opening, equipped with brass trap and drain pipe without stopper. Sink will be 20 inches wide x 18 inches front to back x 5 3/4" inches deep with AAA trap cover. 8, Water valve will be self -closing water set with indexed push button. £x 9. Urinals will be constructed of vitreous china, wall hung with siphon jet action. Urinal will have a back spud for a concealed flush valve connection and will be mounted with the lip no higher than 17 inches above the finished floor. Valve will be water saver .5 gallon flush. 10. Hose bib provided in the chase area. 11. Hammer arrester to be installed on water fine. ..`- 12. Trap primer distribution unit shall be installed 13. Optional 30 gallon electric hot water tank available. 1 U. Electrical 1. All components to be UL listed 2. All electrical wiring will be in conduit, surface mounted in the service area _.: and concealed in the user compartments. All wire will be copper. 3. A 200 amp breaker panel will be provided. 4. Interior lights will be wall mounted vandal resistant 2 bulb T8 4 foot wrap around lens fixtures with low temperature ballast emergency p battery 41 pack and fluorescent night light. 5. Lighting on the exterior of building will be photocell activated; interior and chase room will be motion activated. L�ETE. 3 exterior 35-watt High Pressure Sodium lights, polycarbonate vandal resistant. 7. 2 GF] outlets located next to the sink. .��S 8'S' I 8. Ss'(control 2 restroom HVI certified exhaust fans with 270 CFM speed controlled in chase area). . 9. !w� The hand dryer will be an air compression type with remote motor unit. Push button switch located in cast nozzle housing with flexible hose 41- ^� connecting blower motor, housing and nozzle. Power input 120VAC, 7A r. (non -heated air). �l V. Stalls 1. Stall partition walls to be produced of 3-inch concrete. Stall doors to be solid HQPE, in snatching white color. STRUCTURAL DESIGN & MANAGGRIGM, INC -'( CxT Incorporated 1I 1 11757 W. Ken Cary£ Are. suite f,4112, 7 ; l 11 'sj lJtlleion,cpeoiza g '!4..1 Doc 5.27 Taos Flush Toilet specifications ; REV 11 ;1 Fox, (M) 565-588, I CaH A. Demeter SE., PE. raaemeWMcomcasi.nel i as i L 6.0 MANUFACTURE i F A. Mixing and Delivery of Concrete Mixing and delivery of concrete will be in accordance with ASTM C94, section 10.6 through 10.9 with the following additions: 1. Aggregate and water will be adjusted to compensate for differences in the saturated surface -dry condition. 2- Concrete will be discharged as soon as possible after mixing is complete. This time will not exceed 30 minutes. B. Placing and Consolidating Concrete Concrete will be consolidated by the use of mechanical vibrators. Vibration will be sufficient to accomplish compaction but not to the point that segregation occurs. C. Finishing Concrete 1. Interior floor and exterior slabs will be floated and troweled. A light g broom finish will be applied to the exterior slabs. 2. All exterior building walls and exterior screen walls will be a barnwood texture (optional textures available). t 3. All exterior surfaces of the roof panels will be cast to simulate a cedar shake roof. The underside of the overhang will have a smooth finish _ z (optional textures available). D. Cracks and Patching 1. Cracks in concrete components which are judged to the affect structural integrity of the building will be rejected. 2. Small holes, depressions and air voids will be patched with a suitable material. The patch will match the finish and texture of the surrounding surface. 3. Patching will not be allowed on defective areas if the structural integrity of the building is affected. E. Curing and Hardening Concrete 1. Concrete surfaces will not be allowed to dry out from exposure to hot, dry weather during initial curing period. 7.0 FINISHING AND FABRICATION A. Structural Joints L..... , 1. Wall components will be joined together with two welded plate pairs at each joint. Each weld plate will be E" long and located one pair in the top, quarter and one pair in the bottom quarter of the seam. Weld dates will . be anchored into the concrete pr1"i�i�`h;a 11757 W . Ken Caryl Ave.14 i ,:- - ,f 5u11e r. #121 1 a Iat CXT Incorporated g _ ,; Gia+cmn colwln = Doc 5.27 Taos Flush Toilet Specifications(303)srxss,z RSV 11 ��; (r r51 s5s sos� i Carl A. Delt7eiet SE i'E, ra6emeler�nhnmy[.ngt i f _ ti 4 continuous weld. The inside seams will be a paintable caulk. The outside seams will use a caulk in a coordinating building color or clear. 2. Walls and roof will be joined with weld plates, 3"x 6", at each building corner. 3. The joint between the floor slab and walls will be joined with a grout mixture on the inside, a matched colored caulk on the outside and two weld plates 6" long per wall. B. Painting/Staining 1. An appropriate curing time will be allowed before paint is applied to concrete. 2. Some applications may require acid etching. A 30% solution of hydrochloric acid will be used, flushed with water and allowed to thoroughly air dry. 3. Painting will not be done outside in cold, frosty or damp weather. 4_ Painting will not be done outside in winter unless the temperature is 50 degrees F. or higher. 5. Painting will not be done in dusty areas. 6. Schedule of finishes. a. Inside concrete surfaces. 1. Interior floors will be one coat of a high solid single - component, chemical and urine resistant aliphatic moisture cure urethane that meets ADA requirements for z _ slip resistance. ' II. Interior wails and ceilings will be 2 coats of a modified sf g;dm �a eR�5f 4S4 R �aka9 � n ' acrylic, water repellent penetrating stain, followed by 1 coat of clear sealer. b. Metal surfaces both inside and out. 2 coats of DTM ALKYD. A." c. Exterior concrete surfaces. I. Exterior slab will be 1 coat of clear sealer. IL Exterior walls will be 2 coats of water repellent `_° f. _L4penetrating stain in the same color as the walls or roof followed by 1 coat of clear acrylic anti -graffiti sealer. 8.0 TESTING A. The following tests will be performed on concrete used in the manufacture of toilets. All testing will be performed in the CXT (PCI certified) laboratories. Testing will only be performed by qualified individuals who have been certified ACI Technician Grade 1. Sampling will be in accordance with ASTM C172. 1. The air content of the concrete will be checked per ASTM C231 on the first batch of concrete. The air content will be in -the range of S.-O%+/- _.: 2%. STRUCTURAL DESIGN & MANAGEMENT, INC- r i l 1i 13I 11767 W . Ken Caryl me- jLs CXT Incorporated 9 , tm 3l= LMk4^ CO 60127 � Doc S.27 i.< Taos Flush Toilet Specifications t rrwne (303)RFV 11 c� (rrs7 a�:r-mot `- ('.i i Ca33R. Demaler 5E, PE. ca6entelnrrrrsst.net Ea� 2- The compressive strength of the cylinders will be tested to ASTM C39. We will make one (1) cylinder for release, one (1) for 7 days and one (1) for 28 days. The release must be a minimum strength of 2500 psi, the 7 day must be a minimum of 4500 psi and the 28 day must be a minimum of 5000 psi. 3. A copy of all test reports will be available to the customer as soon as 28 day test results are available. 9.0 INSTALLATION A. Scope of Work Work specified under this Section relates to the placement of the unit by CXT on customer prepared foundations. B_ Location It's the responsibility of the customer to: 1. Provide exact location by stakes or other approved method. 2. Provide clear and level site free of overhead and/or underground obstructions. 3. Provide access to the site for truck delivery and sufficient area For the crane to install and the equipment to perform the contract requirements 4. Water, electrical, and sewage site connections to be placed per CXT drawings. Must be placed to easily connect to the building. C. Compacting The bottom of the area must be compacted after it has been dug out. After the base has been placed, it must be compacted as well. The bearing of the soil and base should be a minimum of 1,500 pounds per square foot. D. fuse After compacting the bottom of the area, a minimum of 6" of a compacted, YO minus material base of gravel (i.e.-road base) should be placed for support, leveling and drainage purposes. The base also limits frost action. The base must be confined so as to prevent washout, erosion or any other undermining. E. Access to Site Delivery to site made on normal highway trucks and trailers. If at the time of ° nA� �•� °�4 -delivery conditions of access are hazardous or unsuitable for truck and equipment due to weather, physical constraints, roadway width or grade, CXT g� may require an alternate site with better access provided to ensure a safe and R A quality installation. In any such case, additional costs for cranes, trucking, and etc. will be charged to the account of the customer. % 414 10-1-1 1 ' 3 STRUCTURAL t F-5S*N.&tdANAGF-MENlT, INC. At ` 14 --- % Ss,ile rF, 3f1Z1 i CXT incorporated 10 r .t uefan,COO 7 I Doc S.27 Taos Flush Toilet Specifications s`,-' f +.1 Mono: j3413>s'rz-e512 � REV 11 FO! (r?r5) 66&-t 91 CaVI ti Germter SE., PE- caaamete street 10.0 WARRANTY —PRECAST DIVISION CXT warrants that all goods sold pursuant hereto will, when delivered, conform to specifications set forth above. Goods shall be deemed accepted and meeting specifications unless notice identifying the nature of any non -conformity is provided to CXT in writing within one (1) year of delivery. CXT, at its option, will repair or replace the goods or issue credit for the customer provided CXT is first given the opportunity to inspect such goods. It is specifically understood that CXT's obligation hereunder is for credit, repair or replacement only, F.O.B. CXT's manufacturing plant, Spokane, Washington and does not include shipping, handling, installation or other incidental or consequential costs unless otherwise agreed to in writing by CXT. This warranty shall not apply to: 1. Any goods which have been repaired or altered without CXT's express written consent, in such a way as in the reasonable judgement of CXT, to adversely affect the stability or reliability thereof; 2. To any goods which have been subject to misuse, negligence, acts of God or accidents; or 3. To any goods which have not been installed to manufacturer's specifications and guidelines, improperly maintained, or used outside of the specifications for which such goods were designed. 11.0 DISCLAIMER OF OTHER WARRANTIES The warranty set forth above is in lieu of all other warranties, express or implied. All other warranties are hereby disclaimed. CXT makes no other warranty, express or implied, including, without limitation, no warranty of merchantability of fitness for a particular purpose or use. 12.0 LIMITATION OF REMEDIES In the event of any breach of any obligation hereunder, breach of any warranty regarding the goods or any negligent act or omission or any party, the parties shall otherwise have all rights and remedies available at law; however, IN NO EVENT SHALL CXT BE SUBJECT TO OR LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. a1� * if CARL A ffi r-- 2! k� CXT Incorporated zw j Taos Flush Toilet Specifications 11 STRUCTURAL DESIGN & MANAGE -ME INC. INC. i 11757 W . Ken Caryl Ave. E Scale F. R121 (� Lmletm,C080127 Doc 5.27 Pt� g (303)are-e512 i REV 11 Fm C1?6l6Sb-w3i Carl A-I)emeterSE.,AE eaderneler�mneCgg€.na[ i TAOS PRECAST CONCRETE FLUSH TOILET BUILDING Produced By CXT INCORPORATED SPECIAL CONDITIONS SPECIFICATIONS FOR TAOS STYLE FLUSH TOILET BUILDINGS SPECIAL CONDITIONS A. Finishing Concrete 1. Interior floor slabs will be floated and troweled. 2. All exterior building walls will be a board & batt upper, Buckskin color with Napa valley stone lower textures. 3. All exterior surfaces of the roof panels will be cast to simulate a cedar shake roof. The underside of the overhang will have a smooth finish. Cappuccino Cream color. B. Drinking Fountain 1. Haws Model 1119FR (or Approve Equal) 2. Dual height, ADA drinking fountain, pre plumbed - field installed shall be placed at the front of the building between the men's and women's restroom doors. APPENDIX C TAOS PRECAST CONCRETE FLUSH TOILET BUILDING Produced By CXT INCORPORATED SEALED DRAWINGS w a v TAOS for ALL SEASON GENERAL USAGE MOTES 1. 81ALpINO iS DESWED 70 COMPLY MTH TO MAC 51-50-I1a e GAL.lFOIdNIA IAX 24, 2 OEBAN COMF4 ES YATH THE PROMS" OF THE 2003 IaC COOT FOR THE FOUAM r LOAD& Rw SNOW L044 .. 250 PBF FLOOR LOAD - 40D PW So DESIGN SPECTRAL RESPONSE Sy - 141, Si - 1.5N SITE CLASS 0 SEISMIC USE 9MR 1 SEI6T,P0 OESION CAVZON1` >: BEARNC WALL SYSMU 2 - 5.5 OASC YARD SPEED r 140 MPK (3�SECONO COST) WINO EVOWNE D. I - 1.0 3. BUMAINO TYPE: 9C TYPE V-B OG2WANCY: B EIIERM YAV14 1-w RAIM PER IBC -TAME 72D,*k MFN 4-14 www mtANCE TO PROPERTY WE 10 FEET 4, CONCRETE STRENGTH Pal - 250o PS MTRAL fa - SOOo PS FINAL AIR U41RARMPH S fj f is MV PLASTIC CONCRETE. RENFORCINO STEEL' /3 WtADE 40. %4 AND LARGER Ot= 0D LINMUI LAP 15' Al SP11M'5. TIE GABS 1MEH DOUBLE ANNEALED TO CA IRON FARE RDNFORCYM. TO BE PLACED IN OEM OF PANEL UN, yam=N.ftNI MWMR[M-- COMPLY YAM SN. KSI TOR EOUVAIj. LAP 2 SgLIAWES. 5, ULBEDOW ITEM IOEN%wEI= ON ORAWROIS(L& PS-2, R304) REFER TO C1R STANOARO ET1NENr CArALOQ 6. BAGL OF PANELS rD HAVE SMODTN TROVEL FINISH U. N.O ALL swurAEEs 10 BE 1EKTURM ARE HIM ON PANES. WAVS 7. REFER TO SEPARATE CXT INCORPORATED 9PE(7F'ICATIONS COYFIMNO acm. NATEIRALS: PRWfCTIWA ANO wSTALLATiON CIDTEMA FOR SPEOPIC STYLE OF IMPDINQ & CON57RUCR04 CAMPUES 1MN THE SEOAL INSPECTION PROVISIONS OF THE 2003 IBC, SECTION 17" SPECIAL INSPECTOR$ ARE CUALV= PER MIC SECTION 1704.E METH THE BUILDING OFFICIAL NN WOWANE COUNTY, WA. a. BUROINO IS NP7HIM WATEO OR COOLED, AQ NULONO O ALL ELECTRIC, I O14 ME U-01 COVER SWEET TA-02 HANOLIN6 EISAIUC110H5 TA--03 FLOOR PLAN TAZ TA-0 aLw.M4 ELEVATIONS BULOENO R:EVAT1O1s TA-00 arvem EEEVATK)NS TA-07 OCTAKS TA-06 TA-OB MALL PAH L M WKL PANEL W2 y UONN 11. CLARK TA-10 TA-11 MALL PANEL MET WALI. PANEL W4 4616E TA-12 MALL PANEL W3 TA-13 MALL PANEL LIB TA-14 TA-13 TA-16 MALL PANEL VR MALL PANEL WA - WALL PANEL MOP TA-Cl WALL PANEL MO TA-1 PANES. Mf YA-12 w" WML PANES, M2 TA-20 FLOWN SLAB fl Ra. 6aNM: Mt1P� TA-71 FLOOR STAR F2 U-22 ROOF SLAB RI-N TA-23 TA-24 ROOF SLAB RI-L R00F SLAB R2-1. la� TA-2 ROOF SLAB R2-L TA-26 KTIRIOR PARTfRONS PI a P2 TA-27 ,GRAVEL PAD OETAR TA-SN FLOOR PRAM LOCATIONS & NELOM FLOM W44 • —_m= TA�-21 PLMNIDR6 PLAN w,rTA-$O PMWG DETAILS. 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UUIT} IAf1rIT @Mi(T1A14 MOM S f1U(TMMAt) M 6 M ®.ME AA M WALLET f91 ul 7K AMnaCT Imm T ). r7 7 UTTinr m" ailoMl>ra wra mW1ET1 emnrs vrnI mw�.wE aPE TO MRmI err A..nnwMroM ca SEAt@M%A BtplAklG AeAn en GRAVEL PAD DETAIL TA-02 Texas Industrlalu9ed Building Cade Council INC X IR,2C,,^^ AppmviO O/ift Iallo nmMIM.ETra. TFWFA-a14 -._ .. .. .. ' C l STATE 1NMCTOM AGENCY LABELS ON CAST -IN I» MANE r-2 l/2• •-Z t/E' r I I I .I I 1� llai � �� 0 m ! ! k r � I 1 I � I r I I I Jap! a pelt I 1 ' 1 1 I Law r I 1 1 E ' ' I F k ' 1 I 1 1 I 1 1 recaWPro I CGAT MW 4r Of Hawaa. TAOS TV? 2 $LCs I r I CXT ST1�NM FIWIDING � n. iwm.en rwr a.W s yrtl. r r 1 I I ; .Wwrwbls.�Ar MyOIT M,MwM4 1. h��rt r�� � hlirL Il�rr.w. Y�i�aM'i'm�wnlM i M wl �4 ROOF LIIE AXrVE f wN�A�aN IMMM� 1Ww PFLMR BI KM FM TA—p3 � REY. MI 1, SEE DRAWING TAI FOR SIZE ANN LOCAYMN OF FLOOR SLOCKOIITS — ++ 1 I_ f .' Tares indushi®fined 8ufldirg Qode Council i8G X [ttG _ ApplTnval Cabs: A � M�6�aboaliiL lN6RA•ill6 rriM V a "51 lqkftr 0-4� AVPmwd Dobb Ayam m Poo-16t000ftwo ar SEMON TUS MUM S"NG clunm TA-04 No Text COIN LEXAN VHIDOVS (DIGITAL TIMER ACTIVATED LIGHTS V/ SVITCR ENERME W)ATED IN CHASE) DI -FLU IxITLET RAND DRYER - FASTAME REMOTE PIMER icon - 1mD3 AS Wk. BY KPU'*REY, INC. , l8'r3v " WARM TIMER OPERATED FAN E* 4ST FAR CONCEALED TYPE FLUSH VALVE V/ NCTAL PUSH DUT70N, TYP % f rmLEr isssuE 1 1/8, STAINLESS STEEL DISPERSER CRAP SAR MT 20 f i 62: Tr IB'L 77 1/2' 4V 40 1/2' 34' 1 21' INTERIOR E[.EVA11ON - WOMEN'S (RIGHT SIDE) INTERIOR EI.FVATION HAND DRYER - FASTAIRE REHM - WOMEN'S RESTROOM (LEFT SMEJ PDVER MODEM. - NDD3 AS KM 8Y IApEFWEY, 1NC. H 1'a36' SS MIRROR '1 OUTLET (MMAL i1HER ACTIVATED LSGRTS V/ SVITCH M'JUDE r LOCATED Dt CHASE) -- COWST FAN FSH vCALVEV'� SAL PPUUSH DurTEN, TYP I I/E' STAINLESS STEEL GRAB BAR 34' --4-- 40 1/2' -+i -- 41' - — "--^^ 77 1/'A' l8' IOR M (RIGHT S= p.r rwt rmr C%T STARMRA 8U0.➢RIE INTERIOR FLf.VATIONS Fu TA-06 Tauas Indl�is'4 Bullding Code Councei I8CX 1RC Approval Ddm PP OM film FASMmft Rc IMDRA-D16 7 NONE: TFLS FACTORY ASSEMBLED EU DNG AS CDNSTRUCTED PROMDES A NGD BOX TYPE STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED PNWIARILY THROUGH BEARING WALLS TO A PREPARED GRANULAR SUB -SASE TIHKH DISSIPATES VERTICAL LOADS UNIFORMLY TO THE NADVE SUBGRADE AID ALSO ACTS AS A FROST BARRIER. DUE TD THE INHERENT STffWi55 OF THE 8011,000. IT WILL REMAIN SAFE AND STRUCTURALLY SOUND N THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDDING, LATERAL LOADS ARE TRANSFERRED TO THE CROWD THROUGH FRICTIMIAL RESISTANCE WITHOUT SUDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB-BASE,CN WHICH THE BUILDING RESTS BEISLOC ANALYSES ARE BASED ON LOADS DETERMINED N ACCORDANCE NTH THE 2005 NTERNATIMIAL BUILDING CODE THIS BUIL?NC, AS DESIGNED. RESTING ON A PROPERLY PREPARED GRANULAR SUB -BASE NU BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER, TYAICAL FOR'OTHER TYPES OF BUILDING CONSTRUCTION. IS NOT REQUIRED FOR INS BUILDING. SHALL BE PROMDEO. SUB -BASE $HALL BE A MNNUM OF a TMICK Arw CONSIST OF X" WNUS CRUSHED ROCK COMPACTED TO 959 OF OPIWUM DENSITY IN ACCORDANCE WITH ASTM D 1557, FINISHED SURFACK OF SUB -BASE SHALL BE UNIFORMLY LEVEL NOT VARW40 MORE THAT ➢i" FROM A TRUE' HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB -BASE REQUWdUENTS MM94C BUILDING PLACEMENT'. (PREPARED SUB -BASE NOT BY CM. a.M O1T STQQw BIB I ert wwnwww I GRAVEL PAD DETAIL TA-27 Texas Industrialized Ouiiding Code Council IBC, IR.0 Approval r3 % YEo APPRO�d IHM-116 FLOOR DRAIN ELUCKO7T5 S BELOW FL,[ 3R PIPING ____ Pipm 1 [Y.TLII K"N FLMR Zr TYPE 'IV VASTE PIPING ANNEALED SCN 40 An •SWT' COPPER TYPE DVV NG SERVICE DELOV FLOOR VENT PIPIK =14 4D AN TYPE DVV o i W WA DLOODOUT RAW DRAIN (FOU MSTALLEOY W&VT (FEW INSTNAID) r RDOR sue +icy;p r DRAIN PIPE W/ PTRAP Cary VA70 A M) STW UP 7r ABDYE DRADE l•-W KIN 7/r SDFT COPPER TRAP PRAM SNa DP AN DNASE 7vTN ALUM DAM VFNT # FLOOR DRAIN DETA[L JADE isxe) D4M A44YAs SDDAi rum L 4• CLEAN GOT TO DRADE. Ie 2.2• FLOOR DRAIM FMJ INSTALLED TRW PRIMER STSYEN 8 REDOIRED r WDMTY WAVLND ��M ,pIRISDR:riOM a4• IEA BLOCNWn Qo5 M 7 ~°m` 1 2' VENT 11 OLTENDED 7p' ABOVE TAOS FDNISINED F1.ODO LEVEL. PROVIDE TEST FLINGS 4'-0• SI.MMM 4. 41 VASTE PIPE VmENOCD it AXWE FDOSHED W STANUM PHIM TLDDR LEVEL, PROVIDE TEST MAr. Cl•-i• k 4'-r MOW) KOlR S. 2' TYPE K ANNEPI.ED 'SOFT• T17PPER VATER SERVICE L'KTE)IDED 12' ADOVE F'ARSINED FLOOR LEVEL PROV77E LAP AT VM a'-V . 4•-0' M=KDIIT) blASYw awlrawf Y.IYY m.Ai. rOA'Y'°I"yM�M'A Yw b1YAli �P.A��dw� MprtlM�J y c3v ND4 MY. PROV[LE TRACER TAPE• YiYb P++Y+.�R.A rPY. wNew1 7. NDL MY PER LOLL 11 AMSEMEANTS TO PROTECT AW NSY FNYE.E)ND cN )wgP�YL brw4n w r a YY AND SAMADE,Nwnyw�� S.ELE WAL STIIS OR Ii• DTA M.WKDl1T) 9.SYSPAIR REDNR D� ED BYBY MNTNOWTY 1APV .RROSR1CrM a,i• K 41-0' 1LDCKMM FLOOR ORAlR LOCATION s aR":T saN�`aT�arte"xY BELOW FLOOR PIPING TA-28 Texas lndusttwNzed Building Cam c=l !9C. -w0 Y380 ;.EmowNE.KIR IMM-016 C 14 oar A.a.mvixo, Mir PIPM _ KEY AM yEwr mma - so W= WATER amv.c . ]err wmF3 TAGS L V FLOOR DRAEN, f MIA MULLED L a' FLOOR MOM FIELD IWTAL.LCO L 2' FLODR BRAE C FIELD MULLED pAT BY CYTF Clfi SfANDARU MUM car BY CXT) OMT BY C") ' & A• wsTE rlLRaufni FLOOR. MUD @. {' VENT TwMW OW. 2. fTELD DISTALLED L. WATEB SLPPLY WITH SNIT-wr VALVE WE Dr M—M. dA" nww W Z MULLED OCT BT CXT) 3. 2' VEY17 w7TN TCsT PLUG QA)r BY CXT) wrw rr�b wCn rarw'wK wq r r r 1r1YYA M 3, PROVIDC TEST PLOD DY END OF WASTE i. FIELD aWALLED E' VENT FUMZ 3I AM CAPPED CV LW- CONNECTION w ydit—.F A PEPS. C K ►IPD'IG 1S FIELD fR�R FLOOR CRAINdi. R10T HT C7Ir) S ES 70 BE FIELD 1NSTALLE0. ow r%. w r rD L NOT INSTALLED L NOT BY CKT. BNB y i 1. 3/e HOSE Un WITH VACULRI BREAKER �ry.r Pry AND WHEEL HAHR„C. �d.aiwrr S WATER PIPING AL= WALL. SEE WARM ON TA-M ••_•••_• COW NAREK WASTE MM' —� NOY WATER PVC. ASTN lmm Slam. 40 FIELD PIP340 MDT By CM -- VENT PPe1C SCi 1A ASS TIME Dw MUSING PLANS TA-29 Tem lndL%tftlixed Building Code Council i8C_ C_ iRC APPROVi�I #OAA.ftfi m vOMEAFs TLEFT) m WONEWS SIDE FIXTURES STDE FIXTURES - Ina TIiiOUCit ` IS NOT 8Y C)fT FLOOR TO WONEWS QTG17) Sim FtxyLam DETAIL QF FIELD INSTALLED VASTE C➢NNECTIDN Mtl1i INSTAATE MW P1P1T0i VITN Y (15.6) PRE-INOLDED PIPE INS"TM VITH AS4 IRMLATE Nv MNS F' Oqk) = PRE_MMKI; PEPE INSULAT10w VIrX A53 Cll[CK CIRPLER vDUT � Pvkxirm 01.D av x• m CixTLW[S-� ATeR S v/ cDt�iEssEa A)R _�a, a a� F47 will vAWE Y HA).L VALVE � VL' MlL VALVE ,' NY THROLERi FlARJR // r A46ALED TYPE E 'SOFT' COPPER SERVICE yr gImwe sRew WNI. NMF• .-.-...—j 1-1�fclb W&M aw THIS PIPING IS FIvx IAISTALLSO L NU DY CKf M T WATER HEATER RISER DIAGRAM AT R SERYME DETAIL wrs wA51E PNPE: PvC, Alrk M56S, SCHD. 40 - HOT WATER .- PI£FA PIPING (NOT wY cmvw 1 PIPING SCH 40 AN TYPE DWV y,;^ � P-t 9/0 TO TO�IAGRFM P"1 I l 1/4•SIM Y VIR S P-t 4 Y tD r i M1l 3/411 I�� ti o x t r 'ii' i t s N 2 I p p-2 t l/a' ♦ i � Ptl 4' P-1 a' CV VALVE SEE _ P_E F!Y S OIAERAM y " T CST) , LAr �X z3/ utrYEs m r 112' /4 1 & V WSE NSI WITH YACWM fiSANER. 7 L VFEi1. HAvliLE m t m THIS POINT V EXT. I+� pm r VASTE 5 VENT RISER DIAGRAM 3I e CCW scT1ECN THESE PANTS N Iff Off . HTS 4. t/2' AIR QUICK OMRNWTION W/ BALL VALVE FOR "WING WT WATER PIPING. WATER PIPING RISER DIAGRAM y 1/e• EA, VALVE L CAPPEO CW Lg FCR FIELD INSTAt.LEO TRAP NTS PRIMER VALv[ w' 1E0UNB0 SY .AAr1ED=rwaN NAViTK AWTMIAttYY A WATER HAMNER A043TCR St= 04EF HY➢RA-MTM "54-C OR EAiAL PLUMBING FIXTURE SCHEDULE 5YM DESCRIPTION MANUFACTURER MODEL § FLUSH VALVE/FAUCET TRAP ACUATOR GRAIN CW WASTE VENT NOTES P-1 WATER CLOSET KOHLER K-4320-0 SWAN "ROYAL' .. SLOAN HY33A - 1" <� 2� 3,3 P-2 KOHLER K-2810-0 SLOAN OFFSET - CHROMIAE T i/2" 1-1/2" 1-I/2' ESL-0005 1.25x17GA.CP MAINER LAVATORY Orr SFANDNO &mzm P-4 WATER NEATER AO SMITH ECL-30 4500 240V ST-5 EXPANSION TANK - - - /4 3/4 - I - 4 N n NOTES: 1. OFFSET FLUSH VALVE TAILPIECE PER ADA, RIGHT OR LEFT HANG AS REQUIRED, PROVIDE FLUSH VALVE FOR 4" WALL THICKNESS. i 2. HAMMER ARRESTOR PS52Q-T-C, FLOOR DRAIN S2001A025NBL TRAP PRIMER- MIFAB 14M$00, DISTR UNIT- MIFAB, BRAIDED SUPPLY LONE 3, MOUNT RIM OF P-1 AT 17" ABOVE FLOOR. PLUMBING DETAILS, DIAGRAMS 4. 30 GALLON, ELECTRIC TANK TYPE, 240 VOLTS, ONE PHASE. 5. I-I/4" GRID DRAIN WA.K PF155A,1/2X15 COMP ANG LAV BSCRI915AC, 1.25"OD BX ESC PFE40 $ SCHEDULES 6, 3 PC COVER SET P17202WH, LEONARD MIX VL 20WO on Ilm 7. HEAT TRAPS MUST BE INSTALLED ON THE SUPPLY AND DISCHARGE LINES OF THE WATER HEATER UNLESS WATER HEATER IS SUPPLED VATH INTEGRAL HEAT TRAPS TA-30 8. WATER HEATER MUST HAVE A MIMMUM EFFICIENCY RATING OF 80% Texas Indusbislimd $uNding CD& COUncII ISC,Y_ WC _... pAY34NDO*O AF'PRWFA 0 S4- tHORA RIB .._ r ws/e r� �'r w cCUr GRa r ti1 C IRO 3w INTERIM S MACE/tMN"YED LOAD ISO rirl�R81M.DANgER At$'i D�'LMo s 1.24.' ALL EOWPLIW B4.Ifi3TG BRANCH BREAKERS RATED AT ZLOD0 ALG PER NEC ONE —LINE POWER DIAGRAM NTS mmm Li FCTGKLL NOTES 1. RED AMC" BORES FOR SINGLE DEIRCES 91ALL HAVE SOWLE GAWO MUD RINGS CAST IN DONCRIEIE WN" 2. ALL RECEPTACLES SHALL BE CM PROTECTED BY CMWT BREAKERS. OR BY OTHER ON RECEPTACLES. 3. ALL ="rr GR LLL BE SIZED PER NEC. (SEE RG' TA" EIPOSEO CONWT SHALL BE EITT/FLLC OR LFNG SHALL BE LFNC. 1. POTALL ALL WIRING IN CONWIT OR RELATED EMC MREL S ALL �IN�fTNi 7002 vutm OF TIIENATL P=TmcALE tG MND3LAA HARE sm SHALL BE /12 AWD CIIPRER. TNNN IN..RILATORI LFR.ESS NOTED OTNERWLSL RL NO= ALL COMM IN UTILITY ROOK AT COUNG OR FAQ OF WALLS D. PROvm W1�1 RATED FOR X3ICIONNECT TO HAND DRYER LOCATED 1D. CL.ECTRICAL DRIIVDA:S ARE DTAER&mmA= IN NAME i MAY NDT SHOW r'A T LDCAACTLDEA1 OFS !GREY. ETC. WALL PANEL i OTHER DRAVINGs rDR11, PROVIDE i POLE WA DCbtVW= FUR VAT" RATER. WATER BEATER C18CL1LT TO DE tic AWG VANEL DDANB A - SC11EV" L20/D10 VCILT-LSa AM SLFWACE MDIRITED TA-063 �1 iB I RESCRIPTR3N t t D 3 aD L / EXTENILBR 2 a 12D 1 EC TDIE maw 3 3 ]aD 1 a0 T FN75 1 1 1E6 3 a0 Al7.i - WONLN QUWT Sam 5 S 1aa 1 RECEP'TAC1,E - VDNEN 0.6'T SIDES 6 6 120 1 20 NAND FRYER - VDKER QOG1T SIM 7 7 RD 3 20 1MN6 DRYER - 1L611E31 O.EPT SOVID B B 380 1 20 RECEPTACLE - dMSE 9 9 E 0 e 30 WATER NEATER It la 1E0 t PA SPARE 11 u WATER NEATER Be IE 33 IO EI t1 ES 19 L6 16 7© l81 AILLJINM ALL 1PYIDNS IS 4961 YA OR 12 BE ffivimED O✓OT BY CS1T G TRAILS'OpER CAPACETY EIQCEDs 17S KVA LIGHTNG MKWM AWE G OESCRIPRINa i A 13p 118 LAMPS UN Ir Fir.Ww AROUW � Y19016RATILM BALLAST. TIME MOCIC CONTROL WON SWTCH OVERRIDE B 1Da u EIMOR, VANDAL RESWANT, WALL MOUNTED. 36 WArr. 199E PRiSBURE BODNM AIL1MM13N RVI.EGTOR RROM FUEL RESLOTE PHOiCELpC'RNe CONTROL 33YILt 1R "._. u s. R..o.......o .. ,.... � ___• a � ttMOK !'Bl wn. E*KWsT FAN SCMI LLE SYN wil MODEL, A Clrk i was I VOLTS ANDS NTS. EF-1 I IRDAN SOW, e7a 6A = 1.7 1 �fa WHIM 1M6111 E OW LORWAM HUM LY OAti �fMeYYe6!lUII CXT STAlgfAR6 K*J= silty NAKf tiW Y M M Nerd tiTMs♦fmMA Nw �iw_ .w k e. law +RAr T rr,N..1 r Pt..nnw rwrw r i � .w.�4 r wwrYW � r wrw r •�sr d111wAMM 1 E EiECTROL SI NEDUUM TA-3T " Toms lndwWalized Building Code Council MY 61811 Aomfm�416 1 PNCm CELL KET NGTes SY17BLiS VA" MOUNTED LIGkTM O CIRCUIT AS NEEDL'D FGN THE LOAD OF THE EXNAWST FAN WIRE THR%Kx SPEED SWITCN AND TIMER IN CHASE. FIXTURE CEILING NOUNTED LIGKVNG A FDTURE O LIDHLT F71[TLME TO >K CDNSROLLED EY PNOTUCELL LDCAMED MART FROM FIXTURE. ADLIYE WIRING IN CMICEALED C6WUIT. jj Lpt1XMVM SNITCH L DUPLEX RESTROCN CHASE LIGHTS ARE TO OPERATE BY TINE CLOW WITH SWITCH OVERAIDE. -r SPEED SWITCH OPADVIM DAYM TIME SWITCH MODCL IXC73A TO LOAD CENYER 'A• CONTRKL PANS AND LIGHTS& - R .AJCTMN BOX AT NAND DRYER MOTOR a ANOMN Box ------ CONLEN.ED CONDUIT stwACE HUMMED CONDUIT ----wa--- Mu mEb or VMS INDICATED BT CROSS TILT-. cWX RCK REPRESENTS ORWO RECESSED JUNCTEON WX IN ELEVATION .4 VIEW. HEAR FACE OF WALL RECESSED JUHCTMN sU IN ELEVATION 2xt vZW, FAR FACE orVal HAND DRYER_ PLAN TbIC LLUdL CLACK NDT E OATTOH [xC73A pm CLUCK rRAL I N [IDRM FdDLO _ ale V NU1T� HTS EON. SY[TCM � H DIUC c OVERRWf IEA V WY FOG fM CRT SANDARD BIDLBBID .As[ EL.EMIM PLAN TA-32 Taxes IndusWaliaad Building Coda Council 1M_i IRC — mod Sh IMAM AN 3 U 7 yHppA.H116 ._ x Report TPDES Storm Water Pollution Prevention Plan (SWP3) City of Lubbock Parks & Recreation Department Mae Simmons Park Improvements Lubbock, Texas ( September 2009 PAR KH I LLSM ITH &C Oo P E R 11� PSG Project # 01044509 111 �'I No Text i i Report TPDES Storm Water Pollution Prevention Plan (SWP3) City of Lubbock Parks & Recreation Department Mae Simmons Park improvements Lubbock, Texas TPDES Storm Water Pollution Prevention Plan September 2009 APPENDICES APPENDIX I TPDES GENERAL PERMIT NO. TXR150000 APPENDIX 11- NOTICE OF INTENT/CHANGEITERMINATION APPENDIX III - LOW RAINFALL EROSIVITY WAIVER FORM APPENDIX IV - CONSTRUCTION INSPECTION FORM APPENDIX V -- CONSTRUCTION SITE NOTICE FORMS PARKHILL, SMITH & COOPER, INC. TOC - ii 01044509 X.N2009l0445.091CLERiCAL%Report10445-toc.doc TPDES Storm Water Pollution Prevention Plan September 2009 TPDES STORM WATER POLLUTION PREVENTION PLAN A. Project Name and Location 1. Project Name: Mae Simmons Park Improvements 2. Project Location: Mae Simmons Park; south of 191h Street and west of MLK Boulevard; Lubbock County; Lubbock, Texas. 3. Latitude: 330 34' 29.17" N 4. Longitude: 1010 49' 08.93" W 5. This project site is not located on Indian Country lands. 6. General Permit: TXR150000 — Effective Date: March 5, 2008 Discharges of storm water runoff from small and large construction activities may be authorized under this general permit, provided in Appendix 1. B. Project Operator(s) and Responsibilities 1. Operator(s) Craig Wuensche City of Lubbock Park Development 1625 13th Street Lubbock, Texas 79401 Phone: (806) 775-2665 Email: cwuensche@maii.ci.lubbock.tx.us 2. Responsibilities a. Separate SWP3s Individual operators at a site may develop separate SWP3s that cover only their portion of the project, provided reference is made to the other operators at the site. Where there is more than one SWP3 for a site, permittees must coordinate to ensure that BMPs and controls are consistent and do not negate or impair the effectiveness of each other. Regardless of whether a single comprehensive SWP3 is developed, or separate SWP3s are developed for each operator, it is the responsibility of each operator to ensure compliance with the terms and conditions of the TPDES General Permit TXR150000 is met in the areas of the construction site where that operator has operational control over construction plans and specifications or day -today operations. 5 a PARKHILL, SMITH & COOPER, INC. Page - 1 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 b. Shared SW P3s For more effective coordination of BMPs and opportunities for cost sharing, a cooperative effort by the different operators at a site is encouraged. Operators must independently submit an NOI and obtain authorization, but may work together to prepare and implement a single comprehensive SWP3 for the entire construction site. 1) Each operator participating in the shared plan must also sign the SWP3. 2) Table 1 — Operator Responsibility is provided in order to clearly indicate which operator is responsible for satisfying each shared requirement of the SWP3. If the responsibility for satisfying a requirement is not described, then each permittee is entirely responsible for meeting -the requirement within the boundaries of the construction site where they perform construction activities. Any shared responsibilities in shared or common areas must be included as well. In the event there is only a single operator, the table must still be completed as required in the general permit, Part III, Section F.9. C. Revisions and Updates The permittee must revise or update the storm water pollution prevention plan whenever the following occurs: 1 } a change in design, construction, operation, or maintenance that has a significant effect on the discharge of pollutants and that has not been previously addressed in this SWP3; 2) changing site conditions based on updated plans and specifications, new operators, new areas of responsibility, and changes in BMPs; or 3) results of Inspections or investigations by site operators, operators of a municipal separate storm sewer system receiving the discharge, authorized TCEQ personnel, or a federal, state or local agency approving sediment and erosion plans indicates the SWP3 is proving ineffective in eliminating or significantly minimizing pollutants in discharges authorized under this general permit. PARKHILL, SMITH & COOPER, INC. Page - 2 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 TABLE 1 — OPERATOR RESPONSIBILITY Site Specific Primary Area(s) of Project Area(s) of Project Operator Name TPDES ry Secondary Where Operator Responsible Where Operator and Signature Authorization Operator Controls Project for BMPs Controls Day -to -Day Number Specifications Activities City of Lubbock Parks & Recreation Attn: Craig Wuensche NIA Primary All Areas Yes All Areas 1625 13"' Street Lubbock, Texas 79401 E PARKHILL, SMITH & COOPER, INC. Page - 3 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 C. Site Assessment 1, Description of Construction Activity This project will consist of concrete slab construction for a new restroom facility manufactured by CXT Precast Products, as well as site grading, water and sewer service inside and outside of the building, concrete sidewalks, a sanitary sewer lift station, electrical work and paving. 2. Potential Pollutants and Sources a. Sources of sediment (subject to both wind and water erosion) 1) Spoil piles from grading operations 2) Soil exposed due to construction activity 3) Imported engineered fill materials 4) Topsoils for landscaping b. Sources other than sediment 1) Construction materials 2) Landscaping materials (nutrients, pesticides) 3) Trash and debris (bacteria) 4) Concrete truck wash out 3. Sequence of Major Activities a. Installing erosion and sediment control elements (BMPs) b. Installing stabilized construction entrance and workspace access areas C. Demolition, clearing and grubbing d. Site grading and structural fill operations e. Construction of site utilities, including lift station f. Construction of slab and placement of building g. Construction of site features such as parking and sidewalks PARKHILL, SMITH & COOPER, INC. Page - 4 01044509 TPOES Storm Water Pollution Prevention Plan September 2009 h. Removal of SW P3 elements and final stabilization of work area i. Seeding of all disturbed areas. 4. Site Area The entire park site is approximately 100 acres, of which approximately 5 acres will be disturbed by construction activities. 5. Soil Description The following information is from www.websoilsurve .nres.usda. ov where Web Soil Survey 2.0 (National Cooperative Soil Survey) data overlays aerial photographic images. A soil map shows the following in the project area: a. Arents and Pits, 1 to 12 percen slopes (100% of project site). 6. Construction Support Activities No construction support activities defined in Part 11, Section A.2 of the general permit will be associated with this project. 7. Name of Receiving Waters Example 1. Stormwater from the project site will flow generally north. The name of the receiving water is the North Fork of the Double Mountain Fork of the Brazos River. The classified segment number is 1241. D. Best Management Practices (BMPs) 1. General Requirements for Controls a. Erosion and sediment controls must be designed to retain sediment on - site to the extent practicable with consideration for local topography, _soil type, and rainfall. b. Control measures must be properly selected, installed, and maintained according to the manufacturer's or designer's specifications. C. Controls must be developed to minimize the off -site transport of litter, construction debris, and construction materials. 2. Erosion Control and Stabilization Practices a. Contractor shall minimize disturbed area and preserve existing vegetation where possible. -1 b. Interim stabilization measures may include temporary seeding, hydromulch with a tackifer, geotextiles or other measures that will arrest j� PARKHILL, SMITH & COOPER, INC. Page - 5 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 the erosion process. These measures shall be implemented no later than fourteen (14) days after construction activities have temporarily (greater than twenty-one (21) days) or permanently ceased. C. Permanent stabilization measures may consist of permanent seeding or sodding, sidewalks, brick pavers and a new building. These measures may be installed in the same timeframe as mentioned above; however, in semi -arid areas (average annual rainfall of 10-20 inches) when seasonal and conditions prevail, the stabilization measures shall be initiated as soon as practicable. d. The following records must be maintained with this SWP3: Dates when major grading activities occur Dates when construction activities temporarily or permanently cease on a portiorrof--the site Dates when stabilization measures are initiated 3. Sediment Control Practices All structural practices listed below shall be maintained by the operator(s) in order to maintain overall effectiveness of the selected BMPs. a. Sedimentation Basin A sedimentation basin will not be required for this project which disturbs less than ten acres for each common drainage location b. Perimeter Control Silt fencing or other siltation control device, such as hay bales, may be installed around the site perimeter in order to reduce sediment carried off - site daring significant storm events. Siltation control devices can also be used at smaller interior site areas such as: • Below the toe or down -slope of exposed and erodible slopes; • Along ditches and channels; • Around spoil areas and stockpiles, • Down slope of small cleared areas. Silt fences should not be installed in ditches or channels, or in areas of a concentrated flow. Alternatives to silt fence include fiber rolls, gravel bag berms, sandbag barriers, hay bales, diversion dikes or swales, buffer t strips, and rock berm barriers, or any similar controls. For more information about silt fences, see www.cabmphandbooks.oLq/Documents/Construction/SE-l.pdf PARKHILL, SMITH & COOPER, INC. Page - 6 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 �11� I III IIIIIII I IIIIIIIII�111� IIIIIIIplllll�llll� --- I�IIIIIPIIIp1�l�l Ii111111111� C. Stabilized Construction Entrance If required, a stabilized construction entrance may be established on the site. This entrance should consist of 4" - 8" diameter stone or equivalent at a minimum depth of 6 inches for a minimum length of 50 feet. This stabilized construction entrance should reduce sediment carried off -site by vehicle traffic by helping to remove mud and other debris from the tires while driving over the construction entrance. A cattle guard may also be used for this purpose, reducing the length of the entrance to approximately 30 feet. Manual means of removing mud from vehicles may also be necessary. For more information about stabilized construction entrances, see www.cabmt)handbooks.oLckDocuments/ConstructionfTR-l.t)df d. Hay Bales Hay bales may also be used for siltation control. They are well -suited for some of the following conditions: • as sediment traps at culvert/pipe outlets, • downslope of exposed soil areas; • parallel to a roadway to keep sediment off paved areas. 1 For more information about www.cabmi)handbooks.org/ Documents/Construction/SE-9.pdf pd ' 4. Permanent Storm Water Controls Measures installed for post -construction pollutants are essentially vegetative buffer zones created by the established lawns. Post -construction runoff pollutant control will occur due to the presence of naturally -occurring vegetation that retards velocity and promotes overland flow. Slopes will also be protected with the establishment of natural vegetation. There is no need for permanent detention structures or velocity -dissipaters on this particular site due to the size and flat slopes for final grades. 5. Other Required Controls and BMPs a. Vehicle Tracking Off -site vehicle tracking of sediments may be minimized using a stabilized construction entrance. b. Waste Materials 1) Construction site solid waste shall be collected, temporarily stored and disposed of at regular intervals off the project site in a manner consistent with state or local regulations. PARKHILL, SMITH & COOPER, INC. Page - 7 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 2) Sanitary wastes that are generated on -site shall be treated or disposed of in accordance with local or state regulations. Chemical toilets shall be staked down to prevent tipping over. 3) Hazardous waste will be disposed of in accordance with state or local regulations. 4) Dust generation shall be minimized by using water trucks or other approved methods. C. Construction Materials The following list of materials and substances are commonly associated with construction sites and could be pollutant sources for this project: ■ Concrete ■ Paint d. Controls to Minimize Pollutants from Construction Materials To reduce the risk of runoff pollution due to spills or other accidents, the following material management practices will be used: 1) Good Housekeeping ' The following practices will occur onsite during construction: ■ An effort will be made to store only enough product required to do a job. ■ All materials stored on -site will be stored in a neat, orderly manner in appropriate or original containers marked with the manufacturer's label. • If possible, materials will be stored under a roof or other enclosure. • Substances will not be mixed with one another unless recommended by the manufacturer. ■ Whenever possible, all of a product will be used up before disposing of the container. ■ Manufacturers' recommendations for proper use and disposal will be followed. ■ The site superintendent will inspect periodically to ensure proper use and disposal of materials onsite. PARKHILL, SMITH & COOPER, INC. Page - 8 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 ��I�111 II IIIIIIIIIIIIIIIIIII II■ - IIII�III�IIII�IIIIIIIplllpl 1111114�11 p�� 2) Hazardous Products These practices are also used to reduce the risks associated with hazardous materials. Products will be kept in original containers unless they are not resealable. ■ Original labels and material safety data will be retained; they contain important product information. ■ If surplus product must be disposed of, manufacturers' or local and state recommended methods for proper disposal will be followed. e. Product Specific Practices The following product specific practices will be followed on -site: 1) Petroleum Products. All onsite vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers which are clearly labeled. Any asphalt substances used on -site will be applied according to the manufacturer's recommendations. 2) Paints. All containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the storm sewer system, but will be properly disposed of according to manufacturers' instructions or state and local regulations. 3) Concrete Trucks: The general permit authorizes the wash out of concrete trucks at the construction site, provided the following requirements are met. Authorization is limited to the land disposal of wash out water from concrete trucks that are associated with off -site production facilities. Wash out water associated with on -site concrete production facilities must be authorized under a separate TCEQ general permit or individual permit. .1 Direct discharge of concrete truck wash out water to surface water in the state, including discharge to storm sewers, is prohibited by this general permit. ■ Concrete truck wash out water shall be discharged to areas at the construction site where structural controls have been established to prevent direct discharge to surface waters, or to areas that have a minimal slope that allow infiltration and filtering of wash out water to prevent direct discharge to surface waters. Structural controls may consist of temporary PARKHILL, SMITH & COOPER, INC. Page - 9 01044509 S TP©ES Storm Water Pollution Prevention Plan September 2909 berms, temporary shallow pits, temporary storage tanks with slow rate release, or other reasonable measures to prevent runoff from the construction site. Wash out of concrete trucks during rainfall events shall be minimized. The direct discharge of concrete truck wash out water is prohibited at all times, and the operator shall insure that its BMPs are sufficient to prevent the discharge of concrete truck washout as the result of rain. The discharge of wash out water shall not cause or contribute to groundwater contamination. The washout of concrete trucks associated with off -site production facilities may be conducted at regulated construction sites in accordance with the requirements of Part V of this general permit. f. Pollutant Sources Outside -Construction Area All pollutant sources are contained within the construction site. g. Velocity Dissipation Devices Devices to dissipate velocity shall be installed at discharge locations and along the length of any outfall channel to provide a non -erosive flow velocity from the structure to a water course. h. Controls for Suspended Sediment Appropriate controls shall be used to minimize the offsite transport of suspended sediments and other pollutants if it is necessary to pump or channel standing water from the project site. E. Approved State and Local Plans 1. Permittees must ensure the SWP3 is consistent with requirements specified in applicable sediment and erosion site plans or site permits, or storm water management site plans or site permits approved by federal, state, or local officials. 2. SWP3s must be updated as necessary to remain consistent with any changes applicable to protecting surface water resources in sediment erosion site plans or site permits, or storm water management site plans or site permits approved by state or local officials for which the permittee receives written notice. PARKHILL, SMITH & COOPER, INC. Page - 10 01044509 r- TPDES Storm Water Pollution Prevention Plan September 2009 1 IIIIIIIIIIIIIIII�I I�I�IIpIlUlllllll111111111�111111��111 IIIIIIIIIII�I�Y�IYY F. Maintenance and Inspections 1. Maintenance a. All erosion and sediment control measures must be maintained in effective operating condition. 1) If periodic inspections or other information indicates that a BMP is not operating effectively, is being used incorrectly, is performing inadequately, or is damaged, then the operator must replace or modify the control as soon as practicable after making the discovery. 2) Controls that have been intentionally disabled, run -over, removed, or otherwise rendered ineffective must be replaced or corrected immediately upon discovery. b. Sediment Accumulation 1) Sediment must be removed from traps and basins no later than the time that design capacity has been reduced by 50%. 2) Sediment must be removed from perimeter controls, such as silt fences, before it reaches 50% of the height above ground. 3) Sediment that escapes the site must be removed at a frequency that minimizes off -site impacts. 2. Inspections a. Operator(s) of construction sites shall provide knowledgeable personnel to inspect the following items at least once every seven (7) calendar days regardless of rainfall: 1) Disturbed areas that have not been finally stabilized shall be inspected for evidence of pollutants entering the drainage system. 2) Areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of pollutants entering the drainage system. 3) Discharge locations shall be inspected for evidence of pollutants entering the drainage system. 4) Structural controls shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. PARKHILL, SMITH & COOPER, INC. Page - 11 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 5) Sediment and erosion control measures identified and/or used for the SWP3 must be inspected to ensure that they are operating correctly. 6) Locations where vehicles enter or exit the construction site shall be inspected for evidence of off -site sediment tracking. b. If the inspection results indicate a deficiency in a given control measure such that the measure is not sufficient to control erosion, or that additional measures are needed, the BMPs shall be modified prior to the next anticipated storm event. Also, revisions to the SW133 must be made within seven (7) calendar days following the inspection. C. Reports shall be made for each inspection and retained as required by this SWP3. The inspection report shall include the following information: 1) Scope of the inspection; 2) Date of the inspection; 3) Major observations relating to the implementation of the SWP3 which shall include: ■ Locations of discharges of sediment or pollutants from the site; ■ Locations of BMPs that need to be maintained; ■ Locations of failed or inadequate BMPs; Locations where additional BMPs are needed. 4) Any incidents of noncompliance; 5) Certification that the facility or site is in compliance with the SWP3 and TPDES General Permit TXR150000 if there are no incidents of non-compliance. 6) All reports shall be signed in accordance with the guidelines established in 30 TAC § 305.128 (relating to Signatories to Reports) d. Actions taken as a result of inspections must be described within, and retained as a part of, the SWP3. e. The names and qualifications of personnel making the inspections for the permittee may be documented once in the SWP3 rather than being included in each report. _> PARKHILL, SMITH & COOPER, INC. Page - 12 01044509 1 TP©ES Storm Water Pollution Prevention Plan September 2409 G. Non -Storm Water Discha rges 5 1. The following non -storm water discharges may occur within the project site and are authorized under this general permit: a. Water for vehicle washdowns. b. Water for dust control. C. Building and pavement washdown water. 2. Appropriate pollution prevention for all eligible non -storm water components will be provided by the storm water runoff BMPs already in place so as not to add any sediment or pollutants to the drainage system. H. Obtaining Authorization The requirements summarized below are listed in Part II of the general permit. 1. As a project disturbing less than five (5) acres, this site qualifies as Small Construction Activity and automatically authorized permit coverage is required. 2. The Operator of this project is governed by part.11, Section E.2 of the general permit and must implement a SWP3 and post a Small Construction Site Notice" (Attachment 2 of the general permit). Therefore, the Operator is not required to submit a Notice of Intent (NOI), a Notice of Change (NOC), or a Notice of Termination (NOT). No fee is required. 3. Construction Site Notices that require a signature must be signed according to 30 TAC 305.44 (relating to Signatories for Applications). 4. The SWP3 must be prepared prior to obtaining authorization under General Permit TXR 150000. I. Construction Activity 1. Implement Controls The SWP3 must be implemented prior to commencing construction activities that result in soil disturbance. The Operator shall construct the controls necessary to implement the SWP3. The controls should be constructed or applied in accordance with State and/or Local specifications. In the absence of such specifications, the measures should be constructed in accordance with good engineering practices and other BMP guidance readily available. See www.cfpub.epa.gov/npdes/stromwater/const.cfm for information and links to other stormwater resources. PARKHILL, SMITH & COOPER, INC. Page - 13 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 2. Inspect and Maintain Controls a. Use a site inspection form such as the example provided in Appendix IV. Inspect the controls at the intervals indicated under Section F of this SWP3. All disturbed areas of the site, areas for material storage, and all of the erosion and sediment controls should be inspected. The inspector should note any damage or deficiencies in the control measures on the inspection report farm. b. Maintain the controls in good operating condition until the area they protect has been completely stabilized and the construction activity is complete. 3. Maintain Records of Construction Activity In addition to the inspection and maintenance records, the operator should keep records of the construction activity on the site to ensure that disturbed areas in which there is no construction activity will be stabilized within the required time frame. 4. Plan Access The SWP3 must be retained on -site at the construction site or, if the site is inactive or does not have an on -site location to store the plan, a notice must be posted describing the location of the SWP3. The plan must be made readily available at the time of an on -site inspection to: the executive director; a federal, state, or local agency approving sediment and erosion plans, grading plans, or storm water management plans; local government officials; and the operator of a MS4 receiving discharges from the site. J. Final Stabilization and Termination of Coverage 1. Final Stabilization The Operator must achieve final stabilization, defined in Part I of the general permit, prior to termination of permit coverage. For arid, semi -arid, and drought - stricken areas only (item (d) under Final Stabilization), all soil disturbing activities at the site must be complete and the following criteria met: a. Temporary erosion control measures are selected, designed, and installed along with an appropriate seed base to provide erosion control for at least three years without active maintenance by the operator, and b. The temporary erosion control measures are selected, designed, and installed to achieve 70 percent vegetative coverage within three years. PARKHILL, SMITH & COOPER, INC. Page - 14 01044509 TPDIES Storm Water Pollution Prevention Plan September 2009 2. Termination of Coverage Each Operator that was not required to submit an NOI must remove the site notice when the conditions for termination of coverage have been met. Authorization to discharge under this general permit terminates immediately upon removal of the applicable site notice. Any applicable MS4 authority must also be informed that the site notice has been completed and removed. 3. Retention of Records The permittee must retain the following records for a minimum of three (3) years from the date that an NOT is submitted, or that the operator terminates coverage for activities in which an NOT is not required: a. SW P3 b. Reports of inspections C. Actions required by the general permit d. Construction Site Notices e. Data used to complete the NOI, if applicable f. Records of submittals to an MS4 authority, if applicable g. Records of submittals to Secondary Operators, if applicable 1.11 PARKHIL.L, SMITH & COOPER, INC. Page - 15 01044509 TPDES Storm Water Pollution Prevention Plan September 2009 APPENDIX I TPDES GENERAL PERMIT NO. TXR150000 i .. . PARKHILL, SMITH & COOPER, INC. 01044609 TPDES General Permit No. TXR150000 TEXAS COMMISSION ON ENVIRONMENTAL This is a renewal of TPDES QUALITY General Permit No. TXR150000, P.O. BOX 13087 issued March 5, 2003. Austin, TX 78711-3087 GENERAL PERMIT TO DISCHARGE WASTES under provisions of Section. 402 of the Clean Water Act and Chapter 26 of the Texas Water Code Construction sites that discharge storm water associated with construction activity located in the state of Texas may discharge to surface water in the state only according to effluent limitations, monitoring requirements and other conditions set forth in this permit, as well as the rules of the Texas Commission on Environmental Quality (TCEQ), the laws of - the State of Texas, and other orders of the TCEQ. The issuance of this general permit does not grant to the permittee the right to use private or public property for conveyance of storm water and certain } non -storm water discharges along the discharge route. This includes property belonging to but not J limited to any individual, partnership, corporation or other entity. Neither does this permit authorize any invasion of personal rights nor any violation of federal, state, or local laws or regulations. It is the responsibility of the permittee to acquire property rights as maybe necessary to use the discharge route. This-per-mil-andAhe authorization contained-herein-shall_expire-at-.midnight on March 5, 2013.. EFFECTIVE DATE: March 5, 2008 ISSUED DATE: rl For the Commission Construction General Permit TPDES General Permit TXR150000 TPDES GENERAL PERMIT NUMBER TXR150000 RELATING TO STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES Table of Contents Part I. Plow Chart and Definitions...................................................................................Page 3 Part II. Permit Applicability and Coverage.....................................................................Page 10 Part IIL Storm Water Pollution Prevention Plans............................................................Page 25 Part IV. Storm Water Runoff from Concrete Batch Plants .............................................Page 37 Part V. Concrete Truck Wash Out Requirements...........................................................Page 42 Part Vl. Retention of Records..........................................................................................Page 42 Part VII. Standard Permit Conditions................................................................................ Page 43 PartVIII. Pees...........................................................................................................Page 44 Appendix A. Automatic Authorization - Periods of Low Erosion Potential by County .... Page 45 Appendix B. Erosivity Index (EI) Zones in Texas.............................................................Page 46 Appendix C. Isoerodent Map.............................................................................................Page 47 Appendix D. Erosivity Indices for El Zones in Texas .......................................................Page 48 Attachment 1. Small Construction Site Notice: Low Potential for Erosion .........................Page 49 Attachment 2. Small Construction Site Notice..................................................................... Page 50 Attachment 3. Large Construction Site Notice: "Secondary Operator" Notice ................... Page 51 Attachment 4. Large Construction Site Notice: "Primary Operator" Notice ....................... Page 52 Page 2 Construction General Permit. TPDES General Permit TXR150000 Part I. Flow Chart and Definitions Section A. Flow Chart to Determine Whether Coverage is Required i Hoye much land will be disturbed? (*1) < 1 acre I or more acres �F NO Do you meet the Will 5 or more definition of acres be disturbed? . "operatoer' (*2) t*1) No YFS n . PtrjWt CaeragS Required Prepare and Implement SWP3 • Post Site Notice • Submit Copy of Site Notice to MS4 Operator Are you a "primary i_.. NO operatorT (*2) YFS Permit Coverage Not RgUaired fgfmit Covcr a Requir; o _ Prepare and Implement SWP3 • bmit NGl to TCEQ • Post NDI and Site Notice .... Submit Copy of NOI to M Operator To determine the size of the construction project, use the site of the entire area to be disturbed, and include the size of the larger common plan of development or sale, if the project is part of a larger project (refer to Part I.B., "Deftnitions, "for an explanation of "larger common plan of development or sale"h �.: (*l) Refer to the de rnitions or "operator, " �" f rip primary operator, and secondary operator in fart l , Section B. of this permit. Page 3 Construction General Permit TPDES General Permit TXR150000 Section B. Definitions Arid Areas - Areas with an average annual rainfall of 0 to 10 inches. Best Management Practices (BMPs) - Schedules of activities, prohibitions of practices, maintenance procedures, structural controls, local ordinances, and other management practices to prevent or reduce the discharge of pollutants. BMPs also include treatment requirements, operating procedures, and practices to control construction site runoff, spills or leaks, waste disposal, or drainage from raw material storage areas. Commencement of Construction - The initial disturbance of soils associated with clearing, grading, or excavation activities, as well as other construction -related activities (e.g., stockpiling of fill material, demolition) Common Plan of Development - A construction activity that is completed in separate stages, separate phases, or in combination with other construction activities. A common plan of development (also known as a "common plan of development or sale") is identified by the -documentation for the constructio.proj ect that identifies the scope of the project, and may include plats, blueprints, marketing plans, contracts, building permits, a public notice or hearing, zoning requests, or other similar documentation and activities. A common plan of development does not necessarily include all construction projects within the jurisdiction of a public entity (e.g., a city or university). Construction of roads or buildings in different parts of the jurisdiction would be considered separate "common plans," with only the interconnected parts of a project being considered part of a "common plan" (e.g., a building and its associated parking lot and driveways, airport runway and associated taxiways, a building complex, etc.). Where discrete construction projects occur within a larger common plan of development or sale but are located'/4 mile or more apart, and the area between the projects is not being disturbed, each individual project can be treated as a separate plan of development or sale, provided that any interconnecting road, pipeline or utility project that is part of the same "common plan" is not included in the area to be disturbed. Discharge — For the purposes of this permit, the drainage, release, or disposal of pollutants in storm water and certain non -storm water from areas where soil disturbing activities (e.g., clearing, grading, excavation, stockpiling of fill material, and demolition), construction materials or equipment storage or maintenance (e.&, fill piles, borrow area, concrete truck washout, fueling), or other industrial storm water directly related to the construction process (e.g., concrete or asphalt batch plants) are located. Edwards Aquifer - As defined under Texas Administrative Code § 213.3 of this title (relating to the Edwards Aquifer), that portion of an arcuate belt of porous, water -bearing, predominantly carbonate rocks known as the Edwards and Associated Limestones in the Balcones Fault Zone trending from west to east to northeast in Kinney, Uvalde, Medina, Bexar, Comal, Hays, Travis, and Williamson Counties; and composed of the Salmon Peak Limestone, McKnight Formation, West Nueces Formation, Devil's River Limestone, Person Formation, Kainer Formation, Edwards Formation, and Georgetown Formation. The permeable aquifer units generally overlie the less -permeable Glen Rose Formation to the south, overlie the less - permeable Comanche Peak and Walnut Formations north of the Colorado River, and underlie the less - permeable Del Rio Clay regionally. Edwards Aquifer Recharge Zone - Generally, that area where the stratigraphic units constituting the ? Edwards Aquifer crop out, including the outcrops of other geologic formations in proximity to the Edwards Aquifer, where caves, sinkholes, faults, fractures, or other permeable features would create a potential for recharge of surface waters into the Edwards Aquifer. The recharge zone is identified as that area designated as such on official maps located in the offices of the Texas Commission on Environmental Quality and the Page 4 Construction General Permit TPDES General Permit TXR150000 appropriate regional office. The Edwards Aquifer Map Viewer, located at ft://www.teeg.state.tx.m§kompliance/field- tx.uslcompliance/field ops/eanp/mapdi,sclaimer.html, can be used to determine where the recharge zone is located. Edwards Aquifer Contributing Zone - The area or watershed where runoff from precipitation flows downgradient to the recharge zone of the Edwards Aquifer. The contributing zone is located upstream (upgradient) and generally north and northwest of the recharge zone for the following counties: all areas within Kinney County, except the area within the watershed draining to Segment 2304 of the Rio Grande Basin; all areas within Uvalde, Medina, Bexar, and Comal Counties; all areas within Hays and Travis Counties, except the area within the watersheds draining to the Colorado River above a point 1.3 miles upstream from Tom Miller Dam, Lake Austin at the confluence of Barrow Brook Cove, Segment 1403 of the Colorado River Basin; and all areas within Williamson County, except the area within the watersheds draining to the Lampasas River above the dam. at Stillhouse Hollow reservoir, Segment 1216 of the Brazos River Basin. The contributing zone is illustrated on the Edwards Aquifer reap viewer at h ://www.tce .state.tx.us/coLnliance/field ops/egpp/mal2disclaimer.htrnl. Facility or Activity -- For the purpose of this permit, a construction site or construction support activity that is regulated under this general permit, including all contiguous land and fixtures (e.g., ponds and materials stockpiles), structures, or appurtances used at a construction site or industrial site described by this general permit. Final Stabilization - A construction site status where any of the following conditions are met: (a) All soil disturbing activities at the site have been completed and a uniform (i.e., evenly distributed, without large bare areas) perennial vegetative cover with a density of at least 70% of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures (such as the use of riprap, gabions, or geotextiles) have been employed. (b) For individual lots in a residential construction site by either: (1) the homebuilder completing final stabilization as specified in condition (a) above; or (2) the homebuilder establishing temporary stabilization for an individual lot prior to the time of transfer of the ownership of the home to the buyer and after informing the homeowner of the need for, and benefits of, final stabilization. if temporary stabilization is not feasible, then the homebuilder may fulfill this requirement by retaining perimeter controls or other best management practices, and informing the homeowner of the need for removal of temporary controls and the establishment of final stabilization. (c) For construction activities on land used for agricultural purposes (e.g. pipelines across crop L or range land), final stabilization may be accomplished by returning the disturbed land to its preconstruction agricultural use. Areas disturbed that were not previously used for agricultural activities, such as buffer strips immediately adjacent to surface water and areas f that are not being returned to their preconstruction agricultural use must meet the final stabilization conditions of condition (a) above. Page 5 4 Construction General Permit TPDES General Permit TXR150000 (d) In arid, semi -arid, and drought -stricken areas only, all soil disturbing activities at the site have been completed and both of the following criteria have been met: (1) Temporary erosion control measures (e.g., degradable rolled erosion control product) are selected, designed, and installed along with an appropriate seed base to provide erosion control for at least three years without active maintenance by the operator, and (2) The temporary erosion control measures are selected, designed, and installed to achieve 70 percent vegetative coverage within three years. I Hyperchlorination of Waterlines — Treatment of potable water lines or tanks with chlorine for disinfection purposes, typically following repair or partial replacement of the waterline or tank, and subsequently flushing the contents. Indian Country Land -- (from 40 CFR 122.2).(.1.) all land within the limits of any Indian reservation under the jurisdiction of the United States government, notwithstanding the issuance of any patent, and, including rights -of -way running through the reservation; (2) all dependent Indian communities with the borders of the United States whether within the originally or subsequently acquired territory thereof, and whether within or without the limits of a state; and (3) all Indian allotments, the Indian titles to which have not been extinguished, including rights -of -way running through the same. Indian Tribe - (from 40 CFR 122.2) any Indian Tribe, band, group, or community recognized by the Secretary of the Interior and exercising governmental authority over a Federal Indian keservation. l Large Construction Activity - Construction activities including clearing, grading, and excavating that result in land disturbance of equal to or greater than five (5) acres of land. Large construction activity also includes the disturbance of less than five (5) acres of total land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than five (5) acres of land. Large construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of the site (e.g., the routine grading of existing dirt roads, asphalt overlays of existing roads, the routine clearing of existing right-of-ways, and similar maintenance activities.) Municipal Separate Storer Sewer System (MS4) - A separate storm sewer system owned or operated by the United States, a state, city, town, county, district, association, or other public body (created by or pursuant to state law) having jurisdiction over the disposal of sewage, industrial wastes, storm water, or other wastes, including special districts under state law such as a sewer district, flood control or drainage district, or similar entity, or an Indian tribe or an authorized Indian tribal organization, that discharges to surface water in the state. Notice of Change (NOC) — Written notification to the executive director from a discharger authorized under this permit, providing changes to information that was previously provided to the agency in a notice of intent form. Notice of Intent (NOI) - A written submission to the executive director from an applicant requesting coverage under this general permit. Page 6 i Construction General Permit TPDES General Permit TXR150000 j Notice of Termination (NOT) - A written submission to the executive director from a discharger # authorized under a general permit requesting termination of coverage. Operator - The person or persons associated with a large or small construction activity that is either a primary or secondary operator as defined below: Primary Operator — the person or persons associated with a large or small construction activity that meets either of the following two criteria: (a) the person or persons have operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications; or (b) the person or persons have day-to-day operational control of those activities at a construction site that are necessary to ensure compliance with a storm water pollution prevention plan (SWP3) for the site or other permit conditions (e.g., they are authorized to direct workers at a site to carry out activities required by the SWP3 or comply with other permit conditions). Secondary Operator --The person whose operational control is limited to the employment of other operators or to the ability to approve or disapprove changes to plans and specifications. A secondary operator is also defined as a primary operator and must comply with the permit requirements for primary operators if there are no other operators at the construction site. Outfall - For the purpose of this permit, a point source at the point where storm water runoff associated with construction activity discharges to surface water in the state and does not include open conveyahces connecting two municipal separate storm sewers, or pipes, tunnels, or other conveyances that connect segments of the same stream or other water of the U.S. and are used to convey waters of the U.S. Permittee - An operator authorized under this general permit. The authorization may be gained through submission of a notice of intent, by waiver, or by meeting the requirements for automatic coverage to discharge storm water runoff and certain non -storm water discharges. Point Source — (from 40 CFR § 122.2) Any discernible, confined, and discrete conveyance, including but not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock concentrated anim lion, -landfill leachate collection system, -vessel or other floating craft from which pollutants are, or may be, discharged. This term does not include return flows from irrigated agriculture or agricultural storm water runoff. Poflutant - Dredged spoil, solid waste, incinerator residue, sewage, garbage, sewage sludge, filter backwash, munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand, cellar dirt, and industrial, municipal, and agricultural waste discharged into any surface water in the state. The term "pollutant" does not include tail water or runoff water from irrigation or rainwater runoff from cultivated or uncultivated rangeland, pastureland, and farmland. For the purpose of this permit, the term "pollutant' includes sediment. Pollution - (from Texas Water Code §26.001(14)) The alteration of the physical, thermal, chemical, or biological quality of, or the contamination of, any surface water in the state that renders the water harmful, detrimental or injurious to humans animal life vegetation, or roe or to public health safe or J a g � property ny P � safety, welfare, or impairs the usefulness or the public enjoyment of the water for any lawful or reasonable purpose. �mm Page 7 Ij Construction General Permit TPDES General Permit TXR150000 T .., Rainfall Erosivity Factor (R factor) - the total annual erosive potential that is due to climatic effects, and is part of the Revised Universal Soil Loss Equation (RUSLE). Semiarid Areas - areas with an average annual rainfall of 10 to 20 inches Separate Storm Sewer System - A conveyance or system of conveyances (including roads with drainage systems, streets, catch basins, curbs, gutters, ditches, man-made channels, or storm drains), designed or used for collecting or conveying storm water; that is not a combined sewer, and that is not part of a publicly owned treatment works (POTW). Small Construction Activity - Construction activities including clearing, grading, and excavating that result in land disturbance of equal to or greater than one (1) acre and less than five (5) acres of land. Small construction activity also includes the disturbance of less than one (1) acre of total land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than one (1) and less than five (5) acres of land. Small construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydraulic -capacity, or original purpose of the site (e.g., the routine grading of existing dirt roads, asphalt overlays of existing roads, the routine clearing of existing right-of-ways, and similar maintenance activities.) Storm Water (or Storm Water Runoff) - Rainfall runoff, snow melt runoff, and surface runoff and drainage. Storm Water Associated with Construction Activity - Storm water runoff from a construction activity where soil disturbing activities (including clearing, grading, excavating) result in the disturbance of one (1) or more acres of total land area, or are part of a larger common plan of development or sale that will result in disturbance of one (1) or more acres of total land area. Structural Control (or Practice) - A pollution prevention practice that requires the construction of a device, or the use of a device, to capture or prevent pollution in storm water runoff. Structural controls and practices may include but are not limited to: silt fences, earthen dikes, drainage swales, sediment traps, check dams, subsurface drains, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, and temporary or permanent sediment basins. Surface -Water in -the -State - Lakes, bays; ponds; impounding reservoirs, sprhgs; rivers, -streams; creeks, estuaries, wetlands, marshes, inlets, canals, the Gulf of Mexico inside the territorial limits of the state (from the mean high water mark (MHWM) out 10.36 miles into the Gulf), and all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt, navigable or nonnavigable, and including the beds and banks of all water -courses and bodies of surface water, that are wholly or partially inside or bordering the state or subject to the jurisdiction of the state; except that waters in treatment systems which are authorized by state or federal law, regulation, or permit, and which are created for the purpose of waste treatment are not considered to be water in the state. Temporary Stabilization - A condition where exposed soils or disturbed areas are provided a protective cover or other structural control to prevent the migration ofpollutants. Temporary stabilization may include temporary seeding, geotextiles, mulches, and other techniques to reduce or eliminate erosion until either permanent stabilization can be achieved or until further construction activities take place. Waters of the United States - (from 40 CFR, Part122, Section 2) Waters of the United States or waters of the U.S. means: Page 8 Construction General Permit TPDES General Permit TXR150000 �. (a) all waters which are currently used, were used in the past, or may be susceptible to use in interstate or foreign commerce, including all waters which are subject to the ebb and flow of the tide; (b) all interstate waters, including interstate wetlands; (c) all other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats, wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds that the use, degradation, or destruction of which would affect or could affect interstate or foreign commerce including any such waters: (1) which are or could be used by interstate or foreign travelers for recreational or other purposes; (2) from which fish or shellfish are or could be taken and sold in interstate or foreign commerce; or (3) which are used or could be used for industrial purposes by industries in interstate commerce; (d) all impoundments of waters otherwise defined as waters of the United States under this definition; (e) tributaries of waters identified in paragraphs (a) through (d) of this definition; (0 the territorial sea; and (g) wetlands adjacent to waters (other than waters that are themselves wetlands) identified in paragraphs (a) through (f) of this definition. Waste treatment systems, including treatment ponds or lagoons designed to meet the requirements of CWA (other than cooling ponds as defined in 40 CFR §423.11(m) which also meet the criteria of this definition}a ,e not waters -of the United States:--This-Delusion applies only to ma ade-bodies of water which neither were originally created in waters of the United States (such as disposal area in wetlands),nor resulted from the impoundment of waters of the United States. Waters of the United States do not include prior converted cropland. Notwithstanding the determination of an area's status as prior converted cropland by any other federal agency, for the purposes of the Clean Water Act, the final authority regarding Clean Water Act jurisdiction remains with EPA. Part il. Permit Applicability and Coverage Section A. Discharges Eligible for Authorization 1. Storm Water Associated with Construction Activity IIJ Discharges of storm water runoff from small and large construction activities may be authorized under this general permit. Page 9 Construction General Permit TPDES General Pernnit TXR150000 2. Discharges of Storm Water Associated with Construction Support Activities Examples of construction support activities include, but are not limited to, concrete batch plants, rock crushers, asphalt batch plants, equipment staging areas, material storage yards, material borrow areas, and excavated material disposal areas. Discharges of storm water runoff froze construction support activities may be authorized under this general permit, provided that the following conditions are met: (a) the activities are located within one (I) -mile from the boundary of the permitted construction site and directly support the construction activity; (b) a storm water pollution prevention plan is developed according to the provisions of this general permit and includes appropriate controls and measures to reduce erosion and discharge of pollutants in storm water runoff from the construction support activities; and (c) the construction support activities either do not operate beyond the completion date of the construction activity or are authorized under separate TPDES authorization. Separate TPDES authorization may include the TPDES Multi Sector General Pernut, TXR050000 (related to storm water discharges associated with industrial activity), separate authorization under this general permit if applicable, coverage under an alternative general permit if available, or authorization under an individual water quality permit. 3. Non -Storm Water Discharges The following non -storm water discharges from sites authorized under this general permit are also eligible for authorization under this general permit: (a) discharges from fire fighting activities (fire fighting activities do not include washing of trucks, run-off water from training activities, test water from fare suppression systems, and similar activities); (b) uncontaminated -fire hydrant flushings (excluding discharges of hyperchlorinated- water, unless the water is first dechlorinated and discharges are not expected to adversely affect aquatic life), which include flushings from systems that utilize potable water, surface water, or groundwater that does not contain additional pollutants (uncontaminated fire hydrant flushings do not include systems utilizing reclaimed wastewater as a source water); (c) water from the routine external washing of vehicles, the external portion ofbuildings or structures, and pavement, where detergents and soaps are not used and where Spills or leaks of toxic or hazardous materials have not occurred (unless spilled materials have been removed; and if local state, or federal regulations are applicable, the materials are removed according to those regulations), and where the purpose is to remove mud, dirt, or dust; (d) uncontaminated water used to control dust; Page 10 I Construction General Permit TPDES General Permit TXR150000 (e) potable water sources including waterline flushings (excluding discharges of hyperchlorinated water, unless the water is first dechlorinated and discharges are not expected to adversely affect aquatic life); (f) uncontaminated air conditioning condensate; (g) uncontaminated ground water or spring water, including foundation or footing drains where flows are not contaminated with industrial materials such as solvents; and (h) lawn watering and similar irrigation drainage. 4. Other Permitted Discharges Any discharge authorized under a separate NPDES, TPDES, or TCEQ permit may be combined with discharges authorized by this general permit, provided those discharges comply with the associated permit. Section B. Concrete Truck Wash Out The washout of concrete trucks associated with off -site production facilities may be conducted at regulated construction sites in accordance with the requirements of Part V of this general permit. Section C. 1. 2. 3. Limitations on Permit Coverage Post Construction Discharges. Discharges that occur after construction activities have been completed, and after the construction site and any supporting activity site have undergone final stabilization, are not eligible for coverage under this general permit. Discharges originating from the sites are not authorized under this general permit following the submission of the notice of termination (NOT) for the construction activity. Prohibition of Non -Storm Water Discharges Except as otherwise provided in Part II.A. of this general permit, only discharges that are composed entirely of storm water associated with construction activity may be authorized under this general permit. Compliance With Water Quality Standards Discharges to surface water in the state that would cause or contribute to a violation of water quality standards or that would fail to protect and maintain existing designated uses are not eligible for coverage under this general permit. The executive director may require an application for an individual permit or alternative general permit (see Parts II.H.2. and 3.) to authorize discharges to surface water in the state from any activity that is determined to cause a violation of water quality standards or is found to cause, or contribute to, the loss of a designated use. The executive director may also require an application for an individual permit considering factors described in Part II.H.2. of this general permit. Page 11 Construction General Permit TPDES General Permit TXR150000 4. Discharges to Water Quality -Unpaired Receiving Waters.4 New sources or new discharges of the constituents of concern to impaired waters are not authorized by this permit unless otherwise allowable under 30 TAC Chapter 305 and applicable state law. Impaired waters are those that do not meet applicable water quality standards and are listed on the EPA approved Clean Water Act Section 303(d) list. Constituents of concern are those for which the water body is listed as impaired. Discharges of the constituents of concern to impaired water bodies for which there is a total maximum daily load (TMDL) are not eligible for this permit unless they are consistent with the approved TMDL. Permittees must incorporate the limitations, conditions, and requirements applicable to their discharges, including monitoring frequency and reporting required by TCEQ rules, into their storm water pollution prevention plan in order to be eligible for coverage under this general permit. Discharges to the Edwards Aquifer Recharge Zone Discharges cannot be authorized by this general permit where prohibited by 30 Texas Administrative Code (TAC) Chapter 213 (relating to Edwards Aquifer). In addition, commencement of construction (i.e., the initial disturbance of soils associated with clearing, grading, or excavating activities, as well as other construction -related activities such as stockpiling of fill material and demolition) at a site regulated under 30 TAC Chapter 213, may not begin until the appropriate Edwards Aquifer Protection Plan has been approved by the TCEQ's Edwards Aquifer Protection Program. (a) For new discharges located within the Edwards Aquifer Recharge Zone, or within that area upstream from the recharge zone and defined as the Contributing Zone, operators must meet all applicable requirements of, and operate according to, 30 TAC Chapter 213 (Edwards Aquifer Rule) in addition to the provisions and requirements of this general permit. (b) For existing discharges located within the Edwards Aquifer Recharge Zone, the requirements of the agency -approved Water Pollution Abatement Plan under the Edwards-Aiquifer Rules are in addition to the -requirements of -this general permit. BMPs and maintenance schedules for structural storm water controls, for example, may be required as a provision of the rule. All applicable requirements of the Edwards Aquifer Rule for reductions of suspended solids in storm water runoff are in addition to the requirements in this general permit for this pollutant. For discharges from large construction activities located on the Edwards Aquifer recharge = zone or the Edwards Aquifer contributing zone, applicants must submit a copy of the NOI to the appropriate TCEQ regional office. For discharges from small construction activities located on the Edwards Aquifer recharge zone or the Edwards Aquifer contributing zone, _3 and for discharges from large construction activities by operators not required to submit an NOI under this general permit, applicants must submit a copy of the construction site notice to the appropriate TCEQ regional office where required by the Edwards Aquifer Rules at 30 E TAC Chapter 213: Counties: Contact: _ Page 12 �i Construction General Permit TPDES General Permit TXR150000 � Comal, Bexar, Medina, Uvalde, r and Kinney Williamson, Travis, and Hays TCEQ Water Program Manager San Antonio Regional. Office 14250 Judson Rd. San Antonio, Texas (210) 490-3096 TCEQ Water.Program Manager Austin Regional Office 2800 South lH 35, Suite 100 Austin, Texas 78704-5712 (512) 339-2929 6. Discharges to Specific Watersheds and Water Quality Areas Discharges otherwise eligible for coverage cannot be authorized by this general permit where prohibited b 30 TAC Chapter 311 (relating to Watershed Protection for water P Y P ( g ) quality areas and watersheds. 7. Protection of Streams and Watersheds by Other Governmental Entities This general permit does not limit the authority or ability of federal, other state, or local governmental entities from placing additional or more stringent requirements on construction activities or discharges from construction activities. For example, this permit does not limit the authority of a home -rule municipality provided by Texas Local Government Code §401.002. 8. Indian Country Lands Storm water runoff from construction activities occurring on Indian Country lands are not under the authority of the TCEQ and are not eligible for coverage under this general permit. f diseharges of storm water-reeluii�thorization under federal National Pollutant Diseharge Elimination System (NPDES) regulations, authority for these discharges must be obtained from the U.S. Environmental Protection Agency (EPA). 9. Oil and Gas Production Storm water runoff from construction activities associated with the exploration, development, or production of oil or gas or geothermal resources, including transportation of crude oil or natural gas by pipeline, are not under the authority of the TCEQ and are not eligible for coverage under this general permit. If discharges of storm water require authorization under federal NPDES regulations, authority for these discharges must be obtained from the EPA. 10. Storm Water Discharges from Agricultural Activities _e Page 13 q-. Construction General Permit 11 Section D. 1. 2. Section E. TPDES General Permit TXR150000 Storm water discharges from agricultural activities that are not point source discharges of storm water are not subject to TPDES permit requirements. These activities may include clearing and cultivating ground for crops, construction of fences to contain livestock, construction of stock ponds, and other similar agricultural activities. Discharges of storm water runoff associated with the construction of facilities that are subject to TPDES regulations, such as the construction of confined animal feeding operations, would be point sources regulated under this general permit. Other Nothing in Part II of the general permit is intended to negate any person's ability to assert the force majeure (act of God, war, strike, riot, or other catastrophe) defenses found in 30 TAC § 70.7. Deadlines for Obtaining Authorization to Discharge Large Construction Activities (a) New Construction - Discharges from sites where the commencement of construction occurs on or after the effective date of this general permit must be authorized, either under this general permit or a separate TPDES permit, prior to the commencement of those construction activities. (b) Ongoing Construction - Operators of large construction activities continuing to operate after the effective date of this permit, and authorized under TPDES general permit TXR150000 (issued March 5, 2003), must submit an NOI to renew authorization under this general permit within 90 days of the effective date of this general permit. During this interim period, as a requirement of this TPDES permit, the operator must continue to meet the conditions and requirements of the previous TPDES permit. Small Construction Activities (a) New -Construction - Discharges from -sites where the commencement of construction - occurs on or after the effective date of this general permit must be authorized, either under this general permit or a separate TPDES permit, prior to the commencement of those construction activities. (b) Ongoing Construction - Discharges from ongoing small construction activities that commenced prior to the effective date of this general permit, and that would not meet the conditions to qualify for termination of this permit as described in Part H.E. of this general permit, must meet the requirements to be authorized, either under this general permit or a separate TPDES permit, within 90 days of the effective date of this general permit. During this interim period, as a requirement of this TPDES permit, the operator must continue to meet the conditions and requirements of the previous TPDES permit. Obtaining Authorization to Discharge Page 14 E Construction General Permit TPDES General Permit TXR150000 1, Automatic Authorization for Small Construction Activities With Low Potential for Erosion: 1� If all of the following conditions are met, then a small construction activity is determined to occur during periods of low potential for erosion, and a site operator may be automatically authorized under this general permit without being required to develop a storm water :. pollution prevention plan or submit a notice of intent (NOI): (a) the construction activity occurs in a county listed in Appendix A; (b) the construction activity is initiated and completed, including either final or temporary stabilization of all disturbed areas, within the time frame identified in Appendix A for the location of the construction site; (c) all temporary stabilization is adequately maintained to effectively reduce or prohibit erosion, permanent stabilization activities have been initiated, and a condition of final stabilization is completed no later than 30 days following the end date of the time frame identified in Appendix A for the location of the construction site; (d) the permittee signs a completed construction site notice (Attachment 1 of this general permit), including the certification statement; (e) a signed copy of the construction site notice is posted at the construction site in a location where it is readily available for viewing by the general public, local, state, and federal authorities prior to commencing construction activities, and maintained in that location until completion of the construction activity; (f) a copy of the signed and certified construction site notice is provided to the operator of any municipal separate storm sewer system (MS4) receiving the discharge at least two days prior to commencement of construction activities; j(g) any supporting concrete batch plant or asphalt batch plant is separately authorized for discharges of storm water runoff or other non -storm water discharges under an individual TPDES permit, another TPDES general permit, or under an individual TCEQ permit where -storm water and non -storm water- is disposed of by -evaporation or irrigation (discharges are adjacent to water in the state); and (h) any non -storm water discharges are either authorized under a separate permit or authorization, or are not considered to be a wastewater. Part II.G. of this general permit describes how an operator may apply for and obtain a waiver from permitting, for certain small construction activities that occur during a period with a low potential for erosion, where automatic authorization under this section is not available. 2. Automatic Authorization For All Other Small Construction Activities: Operators of small construction activities not described in Part II.E.1. above may be automatically authorized under this general permit, and operators of these sites shall not be required to submit an NOI, provided that they meet all of the following conditions: Page 15 Construction General Permit TPDES General Permit TXR150000 (a) develop a SWP3 according to the provisions of this general permit, that covers either the entire site or all portions of the site for which the applicant is the operator, and implement that plan prior to commencing construction activities; (b) sign and certify a completed construction site notice (Attachment 2 of this general permit), post the notice at the construction site in a location where it is safely and readily available for viewing by the general public, local, state, and federal authorities, prior to commencing construction, and maintain the notice in that location until completion of the construction activity (for linear construction activities, e.g. pipeline or highway, the site notice must be placed in a publicly accessible location near where construction is actively underway; notice for these linear sites may be relocated, as necessary, along the length of the project, and the notice must be safely and readily available for viewing by the general public; local, state, and federal authorities); and (c) provide a copy of the signed and certified construction site notice to the operator of any municipal separate storm sewer system receiving the discharge at least two days prior to commencement of construction activities. Operators of small construction activities as defined in Part I of this general permit shall not submit an NOI for coverage unless otherwise required by the executive director. As described in Part I (Definitions) of this general permit, large construction activities include those that will disturb less than five (5) acres of land, but that are part of a larger common plan of development or sale that will ultimately disturb five (5) or more acres of land, and must meet the requirements of Part II.E.3. below. Authorization for Large Construction Activities: Operators of large construction activities that qualify for coverage under this general permit must meet all of the following conditions: (a) develop a SWP3 according to the provisions of this general permit that covers either the entire site or all portions e-f-the-site-for whieh t re applicant is the operator; and implement that plan prior to commencing construction activities; (b) primary operators must submit a Notice of Intent (NOI), using a form provided by the executive director, at least seven (7) days prior to commencing construction activities, or if utilizing electronic submittal, prior to commencing construction activities. If an additional primary operator is added after the initial NOI is submitted, the new primary operator must submit an NOI at least seven (7) days before assuming operational control, or if utilizing electronic NOI submittal, prior to assuming operational control. If the primary operator changes after the initial NOI is submitted, the new primary operator must submit a paper NOI or an electronic NOI at least ten (10) days before assuming operational control; (c) all primary operators must also post a copy of the signed NOI at the construction site in a location where it is readily available for viewing by the general public, local, Page 16 ? i Construction General Permit TPDES General Permit TXR150000 state, and federal authorities prior to commencing construction activities, and must maintain the NOI in that location until completion of the construction activity; (d) all operators of large construction activities must post a site notice in accordance with Part III.D.2. of this permit. The site notice must be located where it is safely and readily available for viewing by the general public, local, state, and federal authorities prior to commencing construction, and must be maintained in that location until completion of the construction activity (for linear construction activities, e.g. pipeline or highway, the site notice must be placed in a publicly accessible location near where construction is actively underway; notice for these linear sites may be relocated, as necessary, along the length of the project, and the notice must be safely and readily available for viewing by the general public; local, state, and federal authorities); and (e) all primary operators must provide a copy of the signed NOI to the operator of any municipal separate storm sewer system (MS4) receiving the discharge and to any secondary operator, at least seven (7) days prior to commencing construction activities, and must list in the SWP3 the names and addresses of all MS4 operators receiving a copy. (f) All persons meeting the definition of"secondary operator" in Part I of this permit are hereby notified that they are regulated under this general permit, but are not required to submit an NOI, provided that another operator(s) at the site has submitted an NOI, or is required to submit an NOI and the secondary operator has provided notification to the operator(s) of the need to obtain coverage (with records of notification available upon request). Any secondary operator notified under this provision may alternatively submit an NOI under this general permit, may seek coverage under an alternative TPDES individual permit, or may seek coverage under an alternative TPDES general permit if available. 4. Waivers for Small Construction Activities: Part II.G. describes how operators of certain small construction activities may obtain a waiver from-eeverage-- 5. Effective Date of Coverage (a) Operators of small construction activities as described in either Part II.E.1. or ILE.2. above are authorized immediately following compliance with the applicable conditions of Part H.E.I. or II.E.2. Secondary operators of large construction activities as described in Part II.E.3. above are authorized immediately following compliance with the applicable conditions in Part II.E.3. For activities located in areas regulated by 30 TAC Chapter 213, related to the Edwards Aquifer, this authorization to discharge is separate from the requirements of the operator's responsibilities under that rule. Construction may not commence for sites regulated under 30 TAC Chapter 213 until all applicable requirements of that rule are met. (b) Primary operators of large construction activities as described in Part II.E.3. above are provisionally authorized seven (7) days from the date that a completed NOI is Page 17 Construction General Permit TPDES General Permit TXR150000 W 7 8. postmarked for delivery to the TCEQ, unless otherwise notified by the executive director. If electronic submission of the NOI is provided, and unless otherwise notified by the executive director, primary operators are authorized immediately following confirmation of receipt of the NOI by the TCEQ. Authorization is non - provisional when the executive director finds the NOI is administratively complete and an authorization number is issued for the activity. For activities located in areas regulated by 30 TAC Chapter 213, related to the Edwards Aquifer, this authorization to discharge is separate from the requirements of the operator's responsibilities under that rule. Construction may not commence for sites regulated under 30 TAC Chapter 213 until all applicable requirements of that rule are met. (c) Operators are not prohibited from submitting late NOIs or posting late notices to obtain authorization under this general permit. The TCEQ reserves the right to take appropriate enforcement actions for any unpermitted activities that may have occurred between the time construction commenced and authorization was obtained. Notice of Change (NOC) If relevant information provided in the NOI changes, an NOC must be submitted at least 14 days before the change occurs, if possible. Where 14-day advance notice is not possible, the operator must submit an NOC within 14 days of discovery of the change. If the operator becomes aware that it failed to submit any relevant facts or submitted incorrect information in an NOI, the correct information must be provided to the executive director in an NOC within 14 days after discoveiy. The NOC shall be submitted on a form provided by the executive director, or by letter if an NOC form is not available. A copy of the NOC must also be provided to the operator of any MS4 receiving the discharge, and a list must be included in the SWP3 that includes the names and addresses of all MS4 operators receiving a copy. Information that may be included on an NOC includes, but is not limited to, the following: the description of the construction project, an increase in the number of acres disturbed (for increases of one or more acres), or the operator name. A transfer of operational control from one operator to another, including a transfer of the ownership of a company, may not be included in an NOC. A transfer of ownership- of -a company includes --changes to the structure of a company, such as changing from a partnership to a corporation or changing corporation types, so that the filing number (or charter number) that is on record with the Texas Secretary of State must be changed. An NOC is not required for notifying TCEQ of a decrease in the number of acres disturbed. This information must be included in the storm water pollution prevention plan (SWP3) and retained on site. Signatory Requirement for NOI Forms, Notice of Termination (NOT) Forms, NOC Letters, and Construction Site Notices NOI forms, NOT forms, NOC letters, and Construction Site Notices that require a signature must be signed according to 30 TAC § 305.44 (relating to Signatories for Applications). Contents of the NOI Page 18 IConstruction General Permit TPDES General Permit TXR150000 The NOI form shall require, at a minimum, the following information: (a) the TPDES CGP authorization number for existing authorizations under this general permit, where the operator submits an NOI to renew coverage within 90 days of the effective date of this general permit; (b) the name, address, and telephone number of the operator filing the NOI for permit coverage; (c) the name (or other identifier), address, county, and latitude/longitude of the construction project or site; (d) the number of acres that will be disturbed by the applicant; (e) confirmation that the project or site will not be located on Indian Country lands; (f) confirmation that a SWP3 has been developed, that it will be implemented prior to construction, and that it is compliant with any applicable local sediment and erosion control plans; (g) name of the receiving water(s); (h) the classified segment number for each classified segment that receives discharges from the regulated construction activity (ifthe discharge is not directly to a classified segment, then the classified segment number ofthe first classified segment that those discharges reach); and (i) the name of all surface waters receiving discharges from the regulated construction activity that are on the latest EPA -approved CWA § 303(d) list of impaired waters. Section F. Terminating Coverage 1. Notice of Teration (NOT) Required Each operator that has submitted an NOI for authorization under this general permit must apply to terminate that authorization following the conditions described in this section of the a general permit. Authorization must be terminated by submitting a Notice of Termination (NOT) on a form supplied by the executive director. Authorization to discharge under this 1; general permit, terminates at midnight on the day the NOT is postmarked for delivery to the TCEQ. If electronic submission of the NOT is provided, authorization to discharge under this permit terminates immediately following confirmation of receipt of the NOT by the TCEQ. Compliance with the conditions and requirements of this permit is required until an NOT is submitted. t I The NOT must be submitted to TCEQ, and a copy of the NOT provided to the operator of '} any MS4 receiving the discharge (with a list in the SWP3 of the names and addresses of all MS4 operators receiving a copy), within 30 days after any of the following conditions are met: Page 19 Construction General Permit TPDES General Permit TXR150000 2 a (a) final stabilization has been achieved on all portions of the site that are the responsibility of the permittee; (b) a transfer of operational control has occurred (See Section II.F.4. below); or (c) the operator has obtained alternative authorization under an individual TPDES permit or alternative TPDES general permit. Minimum Contents of the NOT The NOT form shall require, at a minimum, the following information: (a) if authorization was granted following submission of an NOI, the permittee's site - specific TPDES authorization number for the construction site; �a (b) an indication of whether the construction activity is completed or if the permittee is simply no longer an operator at the site; (c) the name, address, and telephone number of the permittee submitting the NOT; (d) the name (or other identifier), address, county, and latitude/longitude of the construction project or site; and (e) a signed certification that either all storm water discharges requiring authorization under this general permit will no longer occur, or that the applicant to terminate coverage is no longer the operator of the facility or construction site, and that all 6 temporary structural erosion controls have either been removed, will be removed on a schedule defined in the SWP3, or have been transferred to a new operator if the new operator has applied for permit coverage. Erosion controls that are designed to remain in place for an indefinite period, such as mulches and fiber mats, are not required to be removed or scheduled for removal. Termination ofCoverage-for-Small Construction Sites and for Secondary Operators at Large _k Construction Sites ...j Each operator that has obtained automatic authorization and has not been required to submit are NOT must remove the site notice upon meeting any of the conditions listed below, complete the applicable portion of the site notice related to removal of the site notice, and submit a copy of the completed site notice to the operator of any MS4 receiving the discharge (or provide alternative notification as allowed by the MS4 operator, with documentation of such notification included in the SWP3), within 30 days of meeting any of the following conditions: (a) final stabilization has been achieved on all portions of the site that are the I responsibility of the permittee; I: (b) a transfer of operational control has occurred (See Section II.F.4. below); or Page 20 , Construction General Permit TPDES General Permit TXR150000 (c) the operator has obtained alternative authorization under an individual or general TPDES permit. Authorization to discharge under this general permit terminates immediately upon removal of the applicable site notice. Compliance with the conditions and requirements of this permit is required until the site notice is removed. 4. Transfer of Operational Control Coverage under this general permit is not transferable. A transfer of operational control includes changes to the structure of a company, such as changing from a partnership to a corporation, or changing to a different corporation type such that a different filing (or charter) number is established with the Texas Secretary of State. When the primary operator of a large construction activity changes or operational control is transferred, the original operator must submit a Notice of Termination (NOT) within ten (10) days prior to the date that responsibility for operations terminates and the new Y p p ty p operator must submit an NOl at least ten (10) days prior to the transfer of operational control, in accordance with condition (a) or (b) below. A copy of the NOT must be provided to the operator of any MS4 receiving the discharge in accordance with Section II.F.1. above. Operators of regulated construction activities who are not required to submit an NOI trust remove the original site notice, and the new operator must post the required site notice prior to the transfer of operational control, in accordance with condition (a) or (b) below. A copy of the completed site notice must be provided to the operator of any MS4 receiving the discharge, in accordance with Section H.F.3. above. A transfer of operational control occurs when either of the following criteria is met: (a) Another operator has assumed control over all areas of the site that have not been finally stabilized; and all silt fences and other temporary erosion controls have either been removed, scheduled for removal as defined in the SWP3, or transferred to a new operator, provided that the permitted operator has attempted to notify the new —operator in writing of the requiremeno" obtain -permit coverage. Record of -tM& notification (or attempt at notification) shall be retained by the operator in accordance with Part VI of this permit. Erosion controls that are designed to remain in place for an indefinite period, such as mulches and fiber mats, are not required to be removed or scheduled for removal. (b) A homebuilder has purchased one or more lots from an operator who obtained coverage under this general permit for a common plan of development or sale. The homebuilder is considered a new operator and shall comply with the requirements listed above, including the development of a SWP3 if necessary. Under these circumstances, the homebuilder is only responsible for compliance with the general permit requirements as they apply to lot(s) it has operational control over, and the original operator remains responsible for common controls or discharges, and must amend its SWP3 to remove the lot(s) transferred to the homebuilder. Page 21 Construction General Permit TPDES General Permit TXR150000 Section G. Waivers from Coverage The executive director may waive the otherwise applicable requirements of this general permit for storm water discharges from small construction activities under the terms and conditions described in this section. 1. Waiver Applicability and Coverage Operators of small construction activities may apply for and receive a waiver from the requirements to obtain authorization under this general permit, where all of the following conditions are met. This waiver from coverage does not apply to non -storm water discharges. The operator must insure that any non -storm water discharges are either authorized under a separate permit or authorization, or are not considered to be a wastewater. (a) the calculated rainfall erosivity (R) factor for the entire period of the construction project is less than five (5); ; (b) the operator submits to the TCEQ a signed waiver certification foam, supplied by the executive director, certifying that the construction activity will commence and be completed within a period when the value of the calculated rainfall erosivity R factor is less than five (5); and (c) the waiver certification form is postmarked for delivery to the TCEQ at least two (2) days before construction activity begins. .g 2. Steps to Obtaining a Waiver _2 The construction site operator may calculate the R factor to request a waiver using the following steps: i, (a) Estimate the construction start date and the construction end date. The construction _ k end date is the date that final stabilization will be achieved. (b) Find the appropriate Erosivity -Index (ET) -zone -in-Appendix- B of this permit. (c) Find the El percentage for the project period by adding the results for each period of the project using the table provided in Appendix D of this permit, in EPA Fact Sheet 2.1, or in USDA Handbook 703, by subtracting the start value from the end value to find the percent EI for the site. (d) Refer to the Isoerodent Map (Appendix C of this permit) and interpolate the annual isoerodent value for the proposed construction location. (e) Multiply the percent value obtained in Step (c) above by the annual isoerodent value obtained in Step (d). This is the R factor for the proposed project. If the value is less than 5, then a waiver may be obtained. If the value is five (5) or more, then a waiver . may not be obtained, and the operator must obtain coverage under Part H.E.2. of this permit. i } s Page 22 '.f i i r r I Construction General Permit TPDES General Permit TXR150000 Alternatively, the operator may calculate a site -specific R factor utilizing the following .., online calculator: http: lei.tamu.edu/index.html, or using another available resource. The waiver certification form is not required to be posted at the small construction site. 3. Effective Date of Waiver Operators of small construction activities are provisionally waived from the otherwise applicable requirements of this general permit two (2) days from the date that a completed waiver certification force is postmarked for delivery to TCEQ. 4. Activities Extending Beyond the Waiver Period If a construction activity extends beyond the approved waiver period due to circumstances beyond the control of the operator, the operator must either: (a) recalculate the rainfall erosivity (R) factor using the original start date and a new projected ending date, and if the R factor is still under five (5), submit a new waiver certification form at least two (2) days before the end of the original waiver period; or (b) obtain authorization under this general permit according to the requirements delineated in either Part II.E.2. or Part II.E.3. at least two (2) days before the end of the approved waiver period. .. � Section H. Alternative TPDES Permit Coverage 1. Individual Permit Alternative Any discharge eligible for coverage under this general permit may alternatively be authorized under an individual TPDES permit according to 30 TAC Chapter 305 (relating to Consolidated Permits). Applications for individual permit coverage should be submitted at least three hundred and thirty (330) days prior to commencement of construction activities to ensure timely issuance. 2. Individual Permit Required The executive director may suspend an authorization or deny an NOI in accordance with the procedures set forth in 30 TAC Chapter 205 (relating to General Permits for Waste Discharges), including the requirement that the executive director provide written notice to the permittee. The executive director may require an operator of, a construction site, otherwise eligible for authorization under this general permit, to apply for an individual TPDES permit in the following circumstances: (a) the conditions of an approved total maximum daily load (TMDL) limitation or TMDL implementation plan on the receiving stream; Page 23 Construction General Permit TPDpS General Permit TXR150000 (b) the activity being determined to cause a violation of water quality standards or being found to cause, or contribute to, the loss of a designated use of surface water in the state: and (c) any other consideration defined in 30 TAC Chapter 205 (relating to General Permits for Waste Discharges) including 30 TAC §205.4(c)(3)(D), which allows the commission to deny authorization under the general permit and require are individual permit if a discharger "has been determined by the executive director to have been out of compliance with any rule, order, or permit of the commission, including non- payment of fees assessed by the executive director." Additionally, the executive director may cancel, revoke, or suspend authorization to discharge under this general permit based on a finding of historical and significant noncompliance with the provisions of this general permit, relating to 30 TAC §50.3 (Use of Compliance History). Denial of authorization to discharge under this general permit or suspension of a permittee's authorization under this general permit shall be done according to commission rules in 30 TAC, Chapter 205 (relating to General Permits for Waste Discharges). 3. Any discharge eligible for authorization under this general permit may alternatively be authorized under a separate general permit according to 30 TAC Chapter 205 (relating to General Permits for Waste Discharges), if applicable. Section I. Permit Expiration This general permit is issued for a term not to exceed five (5) years. All active discharge authorizations expire on the date provided on page one (1) of this permit. Following public notice and comment, as provided by 30 TAC §205.3 (relating to Public Notice, Public Meetings, and Public Comment), the commission may amend, revoke, cancel, or renew this general permit. 2. If the executive director publishes a notice of the intent to renew or amend this general permit before the expiration date, the permit will remain in effect for existing, authorized discharges -until -the commission takes final action on -the -permit. Upon issuance of a renewed or amended permit, permittees may be required to submit an NOI within 90 days following the effective date of the renewed or amended permit, unless that permit provides for an alternative method for obtaining authorization. 3. If the commission does not propose to reissue this general permit within 90 days before the expiration date, permittees shall apply for authorization under an individual permit or an alternative general permit. If the application for an individual permit is submitted before the expiration date, authorization under this expiring general permit remains in effect until the issuance or denial of an individual permit. No new NOIs will be accepted nor new authorizations honored under the general permit after the expiration date. Part III. Storm Water Pollution Prevention Plans (SWP3) Storm water pollution prevention plans must be prepared to address discharges authorized under Parts II.E.2. and II.E.3. that will reach Waters of the United States, including discharges to MS4s and privately owned Page 24 Construction General Permit TPDES General Permit TYR150000 separate storm sewer systems that drain to Waters of the United States, to identify and address potential sources of pollution that are reasonably expected to affect the quality of discharges from the construction site, including off -site material storage areas, overburden and stockpiles of dirt, borrow areas, equipment staging areas, vehicle repair areas, fueling areas, etc., used solely by the permitted project. The SWP3 must describe the implementation of practices that will be used to minimize to the extent practicable the discharge of pollutants in storm water associated with construction activity and non -storm water discharges described in Part II.A.3., in compliance with the terms and conditions of this permit. Individual operators at a site may develop separate SWP3s that cover only their portion of the project, provided reference is made to the other operators at the site. Where there is more than one SWP3 for a site, permittees must coordinate to ensure. that BMPs and controls are consistent and do not negate or impair the effectiveness of each other. Regardless of whether a single comprehensive SWP3 is developed or separate SWP3s are developed for each operator, it is the responsibility of each operator to ensure compliance with the terms and conditions of this general permit in the areas of the construction site where that operator has control over construction plans and specifications or day-to-day operations. Section A. Shared SWP3 Development For more effective coordination of BMPs and opportunities for cost sharing, a cooperative effort by the different operators at a site is encouraged. Operators must independently obtain authorization, but may work together to prepare and implement a single, comprehensive SWP3 for the entire construction site. The SWP3 must clearly list the name and, for large construction activities, the general permit authorization numbers, for each operator that participates in the shared SWP3. Until the TCEQ responds to receipt of the NOI with a general permit authorization number, the SWP3 must specify the date that the NOI was submitted to TCEQ by each operator. Each operator participating in the shared plan must also sign the SWP3. 2. The SWP3 must clearly indicate which operator is responsible for satisfying each shared requirement of the SWP3. If the responsibility for satisfying a requirement is not described in the plan, then each permittee is entirely responsible for meeting the requirement within the boundaries of the construction site where they perform construction activities. The SWP3 must clearly describe -responsibilities for meeting each requirement in -shared -or common areas. Section B. Responsibilities of Operators Secondary- Operators and Primary Operators with Control Over Construction Plans and Specifications All secondary operators and primary operators with control over construction plans and specifications must: (a) ensure the project specifications allow or provide that adequate BMPs are developed to meet the requirements of Part III of this general permit; (b) ensure that the SWP3 indicates the areas of the project where they have control over project specifications, including the ability to make modifications in specifications; Page 25 Construction General Permit 2. Section C. TPDES General Permit TXRI 50000 (c) ensure all other operators affected by modifications in project specifications are notified in a timely manner so that those operators may modify their best management practices as necessary to remain compliant with the conditions of this general permit; and (d) ensure that the SWP3 for portions of the project where they are operators indicates the name and site -specific TPDES authorization numbers for permittees with the day-to-day operational control over those activities necessary to ensure compliance with the SVVP3 and other permit conditions. If the party with day-to-day operational control has not been authorized or has abandoned the site, the person with control over project specifications is considered to be the responsible party until the authority is transferred to another party and the SWP3 is updated. Primary Operators with Day -to -Day Operational Control Primary Operators with day-to-day operational control of those activities at a project that are necessary to ensure compliance with an SWP3 and other permit conditions must ensure that the SWP3 accomplishes the following requirements: (a) meets the requirements of this general permit for those portions of the project where they are operators; (b) identifies the parties responsible for implementation of best management practices (BMPs) described in the SWP3; (c) indicates areas of the project where they have operational control over day-to-day activities; and (d) includes, for areas where they have operational control over day-to-day activities, the name and site -specific TPDES authorization number of the parties with control over project specifications, including the ability to make modifications in specifications. Deadlines -for SWP3 Preparation; implementation; and Compliance The SWP3 must be prepared prior to obtaining authorization under this general permit, and implemented prior to commencing construction activities that result in soil disturbance. The SWP3 must be prepared so that it provides for compliance with the terms and conditions of this general permit. Section D. Plan Review and Making Plans Available l . The SWP3 must be retained on -site at the construction site or, if the site is inactive or does not have an on -site location to store the plan, a notice must be posted describing the location of the SWP3. The SWP3 must be made readily available at the time of an on -site inspection to: the executive director; a federal, state, or local agency approving sediment and erosion plans, grading plans, or storm water management plans; local government officials; and the operator of a municipal separate storm sewer receiving discharges from the site. Page 26 Construction General Permit TPDES General Permit TXRl50000 a2. In addition to the requirement to post the NOI, a primary operator of a large construction activity must post the site notice provided in Attachment 4 of this permit near the wain entrance of the construction site. An operator of a small construction activity seeking authorization under this general permit and a secondary operator of a large construction activity must post the site notice required in Part ILE.1., 2., or 3. of this permit in order to obtain authorization (see Attachments 1, 2, and 3). If the construction project is a linear construction project (e.g. pipeline or highway), the notices must be placed in a publicly accessible location near where construction is actively underway. Notices for these linear sites may be relocated, as necessary, along the length of the project. The notices must be readily available for viewing by the general public; local, state, and federal authorities; and contain the following information: (a) the site -specific TPDES authorization number for the project if assigned; (b) the operator name, contact name, and contact phone number; (c) a brief description of the project; and (d) the location of the SWP3. 3. This permit does not provide the general public with any right to trespass on a construction site for any reason, including inspection of a site; nor does this permit require that permittees allow members of the general public access to a construction site. Section E. Revisions and Updates to SWP3s The permittee must revise or update the SWP3 whenever the following occurs: a change in design, construction, operation, or maintenance that has a significant effect on the discharge of pollutants and that has not been previously addressed in the SWP3; 2. changing site conditions based on updated plans and specifications, new operators, new areas of responsibility, and changes in BNTs; or results of inspections or investigations by site operators, operators of a municipal separate storm sewer system receiving the discharge, authorized TCEQ personnel, or a federal, state or local agency approving sediment and erosion plans indicate the SWP3 is proving ineffective in eliminating or significantly minimizing pollutants in discharges authorized under this general permit. Section F. Contents of SWP3 The SWP3 must include, at a minimum, the information described in this section. 1. A site or project description, which includes the following information: (a) a description of the nature of the construction activity; u(b) a list of potential pollutants and their sources; Page 27 Construction General Permit TPDES General Permit TXR150000 (c) a description of the intended schedule or sequence of activities that will disturb soils for major portions of the site; (d) the total number of acres of the entire property and the total number of acres where construction activities will occur, including off -site material storage areas, overburden and stockpiles of dirt, and borrow areas that are authorized under the permittee's NOI; (e) data describing the soil or the quality of any discharge from the site; (f) a map showing the general location of the site (e.g. a portion of a city or county map); (g) a detailed site map (or maps) indicating the following: (i) drainage patterns and approximate slopes anticipated after major grading activities; (ii) areas where soil disturbance will occur; (iii) locations of all major structural controls either planned or in place; (iv) locations where temporary or permanent stabilization practices are expected to be used; (v) locations of construction support activities, including off -site activities, that are authorized under the permittee's NOI, including material, waste, borrow, fill, or equipment storage areas; (vi) surface waters (including wetlands) either at, adjacent, or in close proximity to the site; (vii) locations where storm water -discharges from the site directly to a surface water body or a municipal separate storm sewer system; and (viii) vehicle wash areas. Where the amount of information required to be included on the map would result in a single map being difficult to read and interpret, the operator shall develop a series of neaps that collectively include the required information. (h) the location and description of support activities authorized under the permittee's NOI, including asphalt plants, concrete plants, and other activities providing support to the construction site that is authorized under this general permit; (i) the name of receiving waters at or near the site that may be disturbed or that may receive discharges from disturbed areas of the project; F Page 28 ti Construction General Pern it TPDES General Permit TXR150000 {j} a copy of this TPDES general permit, and (k) the notice of intent (NOI) and acknowledgement certificate for primary operators of large construction sites, and the site notice for small construction sites and for secondary operators of large construction sites. 2. A description of the best management practices (BMPs) that will be used to minimize pollution in runoff. The description must identify the general timing or sequence for implementation. At a minimum, the description must include the following components: (a) General Requirements (i) Erosion and sediment controls must be designed to retain sediment on -site to the extent practicable with consideration for local topography, soil type, and rainfall. (ii) Control measures must be properly selected, installed, and maintained according to the manufacturer's or designer's specifications. (iii) Controls must be developed to minimize the offsite transport of litter, construction debris, and construction materials. (b) Erosion Control and Stabilization Practices The SWP3 must include a description of temporary and permanent erosion control and stabilization practices for the site, including a schedule of when the practices will be implemented. Site plans should ensure that existing vegetation is preserved where it is possible. (i) Erosion control and stabilization practices may include but are not limited to: establishment of temporary or permanent vegetation, mulching, geotextiles, --sod--stabilization-, vegetative buffer strips, protection of existing trees and vegetation, slope texturing, temporary velocity dissipation devices, flow diversion mechanisms, and other similar measures. (ii) The following records must be maintained and either attached to or referenced in the SWP3, and made readily available upon request to the parties listed in Part III.D. I of this general permit: (A) the dates when major grading activities occur; (B) the dates when construction activities temporarily or permanently cease on a portion of the site; and (C) the dates when stabilization measures are initiated. Page 29 -Construction General Permit TPDES General Permit TXRI 50000 (c) (iii) Erosion control and stabilization measures must be initiated as soon as practicable in portions of the site where construction activities have temporarily ceased. Stabilization measures that provide a protective cover must be initiated as soon as practicable in portions of the site where construction activities have permanently ceased. Except as provided in (A) through (D) below, these measures must be initiated no more than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. (A) Where the initiation of stabilization measures by the 14th day after construction activity temporarily or permanently ceased is precluded by snow cover or frozen ground conditions, stabilization measures must be initiated as soon as practicable. (B) Where construction activity on a portion of the site has temporarily ceased, and earth disturbing activities will be resumed within 21 days, temporary erosion control and stabilization measures are not required on that portion of site. (C) In and areas, semiarid areas, and areas experiencing droughts where the initiation of stabilization measures by the 14th day after construction activity has temporarily or permanently ceased or is precluded by and conditions, erosion control and stabilization measures must be initiated as soon as practicable. Where vegetative controls are not feasible due to and conditions, the operator shall install non -vegetative erosion controls. If non -vegetative controls are not feasible, the operator shall install temporary sediment controls as required in Paragraph (D) below. (D) In areas where temporary stabilization measures are infeasible, the operator may alternatively utilize temporary perimeter controls. The operator must document in the SWP3 the reason why stabilization measures are not feasible, and must demonstrate that the perimeter controls will -retain sediment on site to the --extent practicable. The operator must continue to inspect the BMPs at the frequency established in Section III.F.7.(a) for unstabilized sites. (iv) Final stabilization must be achieved prior to termination of permit coverage. Sediment Control Practices The SWP3 must include a description of any sediment control practices used to remove eroded soils from storm water runoff, including the general timing or sequence for implementation of controls. (i) Sites With Drainage Areas of Ten or More Acres (A) Sedimentation Basin(s) Page 30 F Construction General Permit TPDES General Permit TXR150000 (1) A sedimentation basin is required, where feasible, for a common drainage location that serves an area with ten (10) or more acres disturbed at one time. A sedimentation basin may v) be temporary or permanent, and must provide sufficient storage to contain a calculated volume of runoff from a 2- year, 24-hour storm from each disturbed acre drained. When calculating the volume of runoff from a 2-year, 24-hour storm event, it is not required to include the flows from offsite areas and flow from onsite areas that are either undisturbed or have already undergone permanent stabilization, if these flows are diverted around both the disturbed areas of the site and the sediment basin. Capacity calculations shall be included in the Hd I SWP3. (2) Where rainfall data is not available or a calculation cannot be performed, the sedimentation basin must provide at least 3,600 cubic feet of storage per acre drained until final stabilization of the site. (3) If a sedimentation basin is not feasible, then the permittee shall provide equivalent control measures until final stabilization of the site. In determining whether installing a sediment basin is feasible, the permittee may consider factors such as site soils, slope, available area, public safety, precipitation patterns, site geometry, site vegetation, infiltration capacity, geotechnical factors, depth to groundwater, and other similar considerations. The permittee shall document the reason that the sediment basins are not feasible, and shall utilize equivalent control measures, which may include a series of smaller sediment basins. (B) Perimeter Controls: At a minimum, silt fences, vegetative buffer strips, or equivalent sediment controls are required for all down slope boundaries of the construction —area, and for those side —slope - boundaries deemed appropriate as dictated by individual site conditions. (ii) Controls for Sites With Drainage Areas Less than Ten Acres: (A) Sediment traps and sediment basins may be used to control solids in storm water runoff for drainage locations serving less than ten (10) acres. At a minimum, silt fences, vegetative buffer strips, or equivalent sediment controls are required for all down slope boundaries of the construction area, and for those side slope boundaries deemed appropriate as dictated by individual site conditions. (B) Alternatively, a sediment basin that provides storage for a calculated volume of runoff from a 2-year, 24-hour storm from each disturbed I. Page 31 Construction General Permit TPDES General Permit TXR150000 3. 4. 5. acre drained may be utilized. Where rainfall data is not available or a calculation cannot be performed, a temporary or permanent sediment basin providing 3,600 cubic feet of storage per acre drained may be provided. If a calculation is performed, then the calculation shall be included in the SWP3. A Description of Permanent Storm Water Controls A description of any measures that will be installed during the construction process to control pollutants in storm water discharges that may occur after construction operations have been completed must be included in the SWP3. Permittees are only responsible for the installation and maintenance of storm water management measures prior to final stabilization of the site or prior to submission of an NOT. Other Required Controls and BMPs (a) Permittees shall minimize, to the extent practicable, the off -site vehicle tracking of sediments and the generation of dust. The SWP3 shall include a description of controls utilized to accomplish this requirement. (b) The SWP3 must include a description of construction and waste materials expected to be stored on -site and a description of controls to minimize pollutants from these materials. (c) The SWP3 must include a description of potential pollutant sources from areas other than construction (such as storm water discharges from dedicated asphalt plants and dedicated concrete batch plants), and a description of controls and measures that will be implemented at those sites to minimize pollutant discharges. (d) Permittees shall place velocity dissipation devices at discharge locations and along the length of any outfall channel (i.e., runoff conveyance) to provide a non -erosive flow velocity from the structure to a water course, so that the natural physical and biological characteristics and functions are maintained and protected. (e) Permittees shall design and utilize appropriate controls to minimize the offsite transport of suspended sediments and other pollutants if it is necessary to pump or channel standing water from the site. Documentation of Compliance with Approved State and Local Plans (a) Permittees must ensure that the SWP3 is consistent with requirements specified in applicable sediment and erosion site plans or site permits, or storm water management site plans or site permits approved by federal, state, or local officials. (b) SWP3s must be updated as necessary to remain consistent with any changes applicable to protecting surface water resources in sediment erosion site plans or site permits, or storm water management site plans or site permits approved by state or local official for which the permittee receives written notice. Page 32 Construction General Permit TPDES General Permit TXR150000 (c) If the permittee is required to prepare a separate management plan, including but not limited to a Water Pollution Abatement Plan or Contributing Zone Plan in accordance with 30 TAC Chapter 213 (related to the Edwards Aquifer), then a copy j of that plan must be either included in the SWP3 or made readily available upon 1 request to authorized personnel of the TCEQ. The permittee shall maintain a copy of the approval letter for the plan in its SWP3. 6. Maintenance Requirements (a) All protective measures identified in the SWP3 must be maintained in effective operating condition. If, through inspections or other means, the permittee determines that BMPs are not operating effectively, then the permittee shall perform maintenance as necessary to maintain the continued effectiveness of storm water controls, and prior to the next rain event if feasible. If maintenance prior to the next anticipated storm event is impracticable, the reason shall be documented in the SWP3 and maintenance must be -scheduled and accomplished as soon as practicable. Erosion and sediment controls that have been intentionally disabled, run -over, removed, or otherwise rendered ineffective must be replaced or corrected immediately upon discovery. (b) If periodic inspections or other information indicates a control has been used incorrectly, is performing inadequately, or is damaged, then the operator must replace or modify the control as soon as practicable after making the discovery. (c) Sediment must be removed from sediment traps and sedimentation ponds no later than the time that design capacity has been reduced by 50%. For perimeter controls such as silt fences, berms, etc., the trapped sediment must be removed before it reaches 50% of the above -ground height. (d) If sediment escapes the site, accumulations must be removed at a frequency that minimizes off -site impacts, and prior to the next rain event, if feasible. If the permittee does not own or operate the off -site conveyance, then the permittee must to work with the owner or operator of the property to remove the sediment. 7. Inspections of Controls (a) Personnel provided by the permittee must inspect disturbed areas of the construction site that have not been finally stabilized, areas used for storage of materials that are exposed to precipitation, discharge locations, and structural controls for evidence of, or the potential for, pollutants entering the drainage system. Personnel conducting these inspections must be knowledgeable of this general permit, familiar with the construction site, and knowledgeable ofthe SWP3 for the site. Sediment and erosion control measures identified in the SWP3 must be inspected to ensure that they are operating correctly. Locations where vehicles enter or exit the site must be inspected for evidence of off -site sediment tracking. Inspections must be conducted at least once every 14 calendar days and within 24 hours of the end of a storm event of 0.5 inches or greater. r Page 33 Construction General Permit TPDES General Permit TXR150000 Where sites have been finally or temporarily stabilized or where runoff is unlikely due to winter conditions (e.g. site is covered with snow, ice, or frozen ground exists), inspections must be conducted at least once every month. In and or semi -arid areas, inspections must be conducted at least once every month and within 24 hours after the end of a storm event of 0.5 inches or greater. As an alternative to the above -described inspection schedule of once every 14 calendar days and within 24 hours of a storm event of 0.5 inches or greater, the SWP3 may be developed to require that these inspections will occur at least once every seven (7) calendar days. If this alternative schedule is developed, then the inspection must occur on a specifically defined day, regardless of whether or not there has been a rainfall event since the previous inspection. The inspections may occur on either schedule provided that the SWP3 reflects the current schedule and that any changes to the schedule are conducted in accordance with the following provisions: the schedule may be changed a maximum of one time each month, the schedule change must be implemented at the beginning of a calendar month, and the reason for the schedule change roust be documented in the SWP3 (e.g., end of"dry" season and beginning of "wet" season). (b) Utility line installation, pipeline construction, and other examples of long, narrow, linear construction activities may provide inspection personnel with limited access to the areas described in Part III.F.8.(a) above. Inspection of these areas could require that vehicles compromise temporarily or even permanently stabilized areas, cause additional disturbance of soils, and increase the potential for erosion. In these circumstances, controls must be inspected at least once every 14 calendar days and within 24 hours of the end of a storm event of 0.5 inches, but representative inspections may be performed. For representative inspections, personnel must inspect controls along the construction site for 0.25 mile above and below each access point where a roadway, undisturbed right-of-way, or other similar feature intersects the construction site and allows access to the areas described in Part III.F.8.(a) above. The conditions of the controls along each inspected 0.25 mile portion may be considered as representative of the condition of controls along that reach extending from the end of the 0.25 mile portion to either the end of the next 0.25 mile-inspeeted--portion, or to the end ofthe-project, whichever occurs first. As an alternative to the above -described inspection schedule of once every 14 calendar days and within 24 hours of a storm event of 0.5 inches or greater, the SWP3 may be developed to require that these inspections will occur at least once every seven (7) calendar days. If this alternative schedule is developed, the inspection must occur on a specifically defined day, regardless of whether or not there has been a rainfall event since the previous inspection. The inspections may occur on either schedule provided that the SWP3 reflects the current schedule and that any changes to the schedule are conducted in accordance with the following provisions. the schedule may be changed a maximum of one time each month, the schedule change must he implemented at the beginning of a calendar month, and the reason for the schedule change must be documented in the SWP3 (e_g., end of "dry" season and beginning of "wet" season). Page 34 I Construction General Permit TPDES General Permit TXR150000 (c) In the event of flooding or other uncontrollable situations which prohibit access to the inspection sites, inspections must be conducted as soon as access is practicable. (d) The SWP3 must be modified based on the results of inspections, as necessary, to better control pollutants in runoff. Revisions to the SWP3 must be completed within seven (7) calendar days following the inspection. If existing BMPs are modified or if additional BMPs are necessary, an implementation schedule must be described in the SWP3 and wherever possible those changes implemented before the next storm event. If implementation before the next anticipated storm event is impracticable, these changes must be implemented as soon as practicable. (e) A report summarizing the scope of the inspection, the date(s) of the inspection, and major observations relating to the implementation of the SWP3 must be made and retained as part of the SWP3. Major observations should include: The locations of discharges of sediment or other pollutants from the site; locations of BMPs that need to be maintained; locations of BMPs that failed to operate as designed or proved inadequate for a particular location; and locations where additional BMPs are needed. Actions taken as a result of inspections must be described within, and retained as a part of, the SWP3. Reports must identify any incidents of non-compliance. Where a report does not identify any incidents of non-compliance, the report must contain a certification that the facility or site is in compliance with the SWP3 and this permit. The report must be signed by the person and in the manner required by 30 TAC § 305.128 (relating to Signatories to Reports). The names and qualifications of personnel making the inspections for the permittee may be documented once in the SWP3 rather than being included in each report. 8. The SWP3 must identify and ensure the implementation of appropriate pollution prevention measures for all eligible non -storm water components of the discharge, as listed in Part II.A.3. of this permit. 9. The SWP3--must include -the infannation---wired in Part III.B. of this -general -permit. Part IV. Storm Water Runoff from Concrete Batch Plants Discharges of storm water runoff from concrete hatch plants at regulated construction sites may be authorized under the provisions of this general permit provided that the following requirements are met for concrete batch plant(s) authorized under this permit. If discharges of storm water runoff from concrete batch plants are not covered under this general permit, then discharges must be authorized under an alternative general permit or individual permit. This permit does not authorize the discharge or land disposal of any wastewater from concrete batch plants at regulated construction sites. Authorization for these wastes must be obtained under an individual permit or an alternative general permit. Section A. Benchmark Sampling Requirements Operators of concrete batch plants authorized under this general permit must sample the storm water runoff from the concrete batch plants according to the requirements of this Page 35 Construction General Permit TPDES General Permit TXR150000 section of this general permit, and must conduct evaluations on the effectiveness of the SWP3 based on the following benchmark monitoring values: Benchmark Parameter Benchmark Value Sampling Frequency Sample Type Oil and Grease 15 mg/L 1/quarter (* 1)(*2) Grab (*3) Total Suspended Solids 100 mg/L 1/quarter (*1)(*2) Grab (*3) pH 6.0 - 9.0 Standard Units 1/quarter (* 1)(*2) Grab (*3) Total Iron 1.3 mg/L 1/quarter(*1)(*2) Grab (*3) {*1) When discharge occurs. Sampling is required within the first 30 minutes of discharge. If it is not practicable to take the sample, or to complete the sampling, within the first 30 minutes, sampling must be completed within the first hour of discharge. If sampling is not completed within the first 30 minutes of discharge, the reason must be documented and attached to all required reports and records of the sampling activity. (*2) Sampling must be conducted at least once during each of the following periods. The first sample must be collected during the first full quarter that a storm water discharge occurs from a concrete batch plant authorized under this general permit. January through March April through June July through September October through December For projects lasting less than one full quarter, a minimum of one sample shall be collected, provided that a storm water discharge occurred at least once following submission of the NOI or following the date that automatic authorization was obtained under Section II.E.2., and prior to terminating coverage. (*3) A grab sample shall be collected from the storm water discharge resulting from a storm event that is at least 0.1 inches of measured precipitation that occurs at least 72 hours from the previously measurable storm event. The sample shall be collected downstream of the concrete batch plant, and where the discharge exits any BMPs utilized to handle the runoff from the batch plant, prior to commingling with any other water authorized under this general permit. 2. The perittee must compare the results of sample analyses to the benchmark values above, and must include this comparison in the overall assessment of the SWP3's effectiveness. Analytical results that exceed a benchmark value are not a violation of this permit, as these values are not numeric effluent limitations. Results of analyses are indicators that modifications of the SWP3 should be assessed and may be necessary to protect water quality. The operator must investigate the cause for each exceedance and must document the results of this investigation in the SWP3 by the end of the quarter following the sampling event. Page 36 Construction General Permit TPDES General Permit TXRI 50000 The operator's investigation must identify the following: (a) any additional potential sources of pollution, such as spills that might have occurred, (b) necessary revisions to good housekeeping measures that are part of the SWP3, (c) additional BMPs, including a schedule to install or implement the BMPs, and (d) other parts of the SWP3 that may require revisions in order to meet the goal of the benchmark values. Background concentrations of specific pollutants may also be considered during the investigation. If the operator is able to relate the cause of the exceedance to background concentrations, then subsequent exceedanees of benchmark values for that pollutant may be resolved by referencing earlier findings in the SWP3. Background concentrations may be identified by laboratory analyses of samples of storm water runon to the permitted facility, by laboratory analyses of samples of storm water run-off from adjacent non -industrial areas, or by identifying the pollutant is a naturally occurring material in soils at the site. Section B. Best Management Practices (BMPs) and SWP3 Requirements Minimum Storm Water Pollution Prevention Plan (SWP3) Requirements — The following are required in addition to other SWP3 requirements listed in this general permit (including, but not limited to Part III.F.7. of this permit): 1. Description of Potential Pollutant Sources - The SWP3 must provide a description of potential sources (activities and materials) that may reasonably be expected to affect the quality of storm water discharges associated with concrete batch plants authorized under this permit. The SWP3 must describe practices that that will be used to reduce the pollutants in these discharges to assure compliance with this general permit, including the protection of water quality, and must ensure the implementation of these practices. The --fallowing must be developed; t a minimum, in support of developing -this deseription: (a) Drainage — The site neap must include the following information: (1) the , location of all outfalls for storm water discharges associated with concrete batch plants that are authorized under this permit; (2) a depiction of the drainage area and the direction of flow to the outfall(s); (3) structural controls used within the drainage area(s); (4) the locations of the following areas associated with concrete batch plants that are exposed to precipitation: vehicle and equipment maintenance activities (including fueling, repair, and storage areas for vehicles and equipment scheduled for maintenance); areas used for the treatment, storage, or disposal Page 37 Construction General Permit TPDES General Permit TXR150000 - r..., of wastes; liquid storage tanks; material processing and storage areas; and loading and unloading areas; and (5) the locations of the following: any bag house or other dust control device(s); recycle/sedimentation pond, clarifier or other device used for the treatment of facility wastewater (including the areas that drain to the treatment device); areas with significant materials; and areas where major spills or leaks have occurred. (b) Inventory of Exposed Materials -- A list of materials handled at the concrete batch plant that may be exposed to storm water and that have a potential to affect the quality of storm water discharges associated with concrete batch plants that are authorized under this general permit. (c) Spills and Leaks - A list of significant spills and leaks of toxic or hazardous pollutants that occurred in areas exposed to storm water and that drain to storm water outfalls associated with concrete batch plants authorized under this general permit must be developed, maintained, and updated. (d) Sampling Data - A summary of existing storm water discharge sampling data must be maintained, if available. 2. Measures and Controls - The SWP3 must include a description of management controls to regulate pollutants identified in the SWP3's "Description of Potential Pollutant Sources" from Part IV. B.I .(a) of this permit, and a schedule for implementation of the measures and controls. This must include, at a minimum: (a) Good Housekeeping - Good housekeeping measures must be developed and implemented in the area(s) associated with concrete batch plants. (1) Operators must prevent or minimize the discharge of spilled cement; aggregate (including sand or gravel), settled dust, or other significant materials from paved portions of the site that are exposed to storm water. Measures used to minimiz-ethe- presence of -these materials may include regular sweeping or other equivalent practices. These practices must be conducted at a frequency that is determined based on consideration of the amount of industrial activity occurring in the area and frequency of precipitation, and shall occur at least once per week when cement or aggregate is being handled or otherwise processed in the area. (2) Operators must prevent the exposure of fine granular solids, such as cement, to storm water. Where practicable, these materials must be stored in enclosed silos, hoppers or buildings, in covered areas, or under covering. (b) Spill Prevention and Response Procedures - Areas where potential spills that can contribute pollutants to storm water runoff, and the drainage areas from these. z locations, must be identified in the SWP3. Where appropriate, the SWP3 must specify material handling procedures, storage requirements, and use of equipment. Page 38 Construetion General Permit TPDES General Permit TXR150000 Procedures for cleaning up spills must be identified in the SWP3 and made available to the appropriate personnel. (c) inspections - Qualified facility personnel (i.e., a person or persons with knowledge of this general permit, the concrete batch plant, and the SWP3 related to the concrete batch plant(s) for the site) must be identified to inspect designated equipment and areas of the facility specified in the SWP3. The inspection frequency must be specified in the SWP3 based upon a consideration of the level of concrete production at the facility, but must be a minimum of once per month while the facility is in operation. The inspection must take place while the facility is in operation and must, at a minimum, include all areas that are exposed to storm water at the site, including material handling areas, above ground storage tanks, hoppers or silos, dust collection/containment systems, truck wash down and equipment cleaning areas. Follow-up procedures must be used to ensure that appropriate actions are taken in response to the inspections. Records of inspections must be maintained and be made readily available for inspection upon request. (d) Employee Training - An employee training program must be developed to educate personnel responsible for implementing any component of the SWP3, or personnel otherwise responsible for storm water pollution prevention, with the provisions of the SWP3. The frequency of training must be documented in the SWP3, and at a minimum, must consist of one training prior to the initiation of operation of the concrete batch plant. (e) Record Keeping and Internal Reporting Procedures - A description of spills and similar incidents, plus additional information that is obtained regarding the quality and quantity of storm water discharges, must be included in the SWP3. inspection t and maintenance activities must be documented and records of those inspection and - maintenance activities must be incorporated in the SWP3. (f) Management of Runoff - The SWP3 shall contain a narrative consideration for reducing the volume of runoff from concrete batch plants by diverting runoff or otherwise managing runoff, including use of infiltration, detention ponds, retention -ponds, or -reusing -of -runoff. 3. Comprehensive Compliance Evaluation — At least once per year, one or more qualifi ed personnel (i.e., a person or persons with knowledge of this general permit, the concrete batch plant, and the SWP3 related to the concrete batch plant(s) for the site) shall conduct a compliance evaluation of the plant. The evaluation must include the following. ` (a) Visual examination of all areas draining storm water associated with regulated ,_. concrete batch plants for evidence of, or the potential for, pollutants entering the drainage system. These include but are not limited to: cleaning areas, material handlingabove areas ground storage tanks, hoppers or silos, dust collection/containment systems, and truck wash down and equipment cleaning areas. Measures implemented to reduce pollutants in runoff (including structural controls ' and implementation of management practices) must be evaluated to determine if they are effective and if they are implemented in accordance with the terms of this penmit �e Page 39 i Construction General Permit TPDES General Permit TXR150000 and with the permittee's SWP3. The operator shall conduct a visual inspection of equipment needed to implement the SWP3, such as spill response equipment. (b) Based on the results of the evaluation, the following must be revised as appropriate within two weeks of the evaluation: the description of potential pollutant sources identified in the SWP3 (as required in Part IV.B.I., "Description of Potential Pollutant Sources'); and pollution prevention measures and controls identified in the SWP3 (as required in Part IV.B.2., "Measures and Controls'). The revisions may include a schedule for implementing the necessary changes. (c) The permittee shall prepare and include in the SWP3 a report summarizing the scope of the evaluation, the personnel making the evaluation, the date(s) of the evaluation, major observations relating to the implementation of the SWP3, and actions taken in response to the findings of the evaluation. The report must identify any incidents of noncompliance. Where the report does not identify incidences of noncompliance, the report must contain a statement that the evaluation did not identify any incidence(s), and the report must be signed according to 30 TAC Section 305.128, relating to Signatories to Reports. (d) The Comprehensive Compliance Evaluation may substitute for one of the required inspections delineated in Part IV.B.2.(c) of this general permit. Section C. Prohibition of Wastewater Discharges Wastewater discharges associated with concrete production including wastewater disposal by land application are not authorized under this general permit. These wastewater discharges must be authorized under an alternative TCEQ water quality permit or otherwise disposed of in an authorized manner. Discharges of concrete truck washout at construction sites may be authorized if conducted in accordance with the requirements of Part V of this general permit. Part V. Concrete Truck Wash Out Requirements This general permit authorizes the wash out of concrete trucks at construction sites regulated under Sections ILE.1., 2., and 3. of -this general permit, provided the following requirements are- met. Authorization -is limited to the laud disposal of wash out water from concrete trucks that are associated with off -site production facilities. Wash out water associated with on -site concrete production facilities must be authorized under a separate TCEQ general permit or individual permit. I_ 1. Direct discharge of concrete truck wash out water to surface water in the state, including discharge to storm sewers, is prohibited by this general permit. 2. Concrete truck wash out water shall be discharged to areas at the construction site where structural controls have been established to prevent direct discharge to surface waters, or to areas that have a minimal slope that allow infiltration and filtering of wash out water to prevent direct discharge to surface waters. Structural controls may consist of temporary berms, temporary shallow pits, temporary storage tanks with slow rate release, or other reasonable measures to prevent runoff from the construction site. 3. Wash out of concrete trucks during rainfall events shall be minimized. The direct discharge_ Page 40 f_, , . Construction General Permit TPDES General Permit TXR150000 of concrete truck wash out water is prohibited at all times, and the operator shall insure that its BMPs are sufficient to prevent the discharge of concrete truck washout as the result of rain. 4. The discharge of wash out water shall not cause or contribute to groundwater contamination. 5. If a SWP3 is required to be implemented, the SWP3 shall include concrete wash out areas on the associated map. Part Vl. Retention of Records The permittee must retain the following records for a minimum period of three (3) years from the date that a NOT is submitted as required by fart 1I.E.3. For activities in which an NOT is not required, records shall be retained for a minimum period of three (3) years from the date that the operator terminates coverage under Section H.F.3. of this permit. Records include: 1. A copy of the SWP3; 2. All reports and actions required by this permit, including a copy of the construction site notice; 3. All data used to complete the NOI, if an NOI is required for coverage under this general permit; and 4. All records of submittal of forms submitted to the operator of any MS4 receiving the discharge and to the secondary operator of a large construction site, if applicable. Part VIL Standard Permit Conditions 1. The permittee has a duty to comply with all permit conditions. Failure to comply with any permit condition is a violation of the permit and statutes under which it was issued, and is grounds for enforcement action, for terminating coverage under this general permit, or for requiring a discharger to apply for and obtain an individual TPDES permit. 2. Authorization under this general permit may be suspended or revoked for cause. Filing a notice of planned changes or anticipated non-compliance by the permittee does not stay any permit condition. The permittee must furnish to the executive director, upon request and within a reasonable time, any information necessary for the executive director to determine whether cause exists for revoking, suspending, or terminating authorization under this permit. Additionally, the permittee must provide to the executive director, upon request, copies of all records that the permittee is required to maintain as a condition of this general permit. 3. It is not a defense for a discharger in an enforcement action that it would have been necessary to halt or reduce the permitted activity to maintain compliance with the permit conditions. 4. Inspection and entry shall be allowed under Texas Water Code Chapters 26-28, Texas Health and Safety Code §§361.032-361.033 and 361.037, and 40 Code of Federal Regulations (CFR) §122.41(i). The statement in Texas Water Code §26.014 that commission entry of a facility shall occur according to an establishment's rules and regulations concerning safety, internal security, and Page 41 t� i} I Construction General Permit TPDES General Pemut TXR150000 fire protection is not grounds for denial or restriction of entry to any part of the facility or site, but merely describes the commission's duty to observe appropriate rules and regulations during an inspection. 5. The discharger is subject to administrative, civil, and criminal penalties, as applicable, under Texas Water Code §§26.136, 26.212, and 26.213 for violations including but not limited to the following: a. negligently or knowingly violating the federal Clean Water Act (CWA), §§301, 302, 306, 307, 308, 318, or 405, or any condition or limitation implementing any sections in a permit issued under CWA, §402, or any requirement imposed in a pretreatment program approved under CWA, §§402(a)(3) or 402(b)(8); b. knowingly malting any false statement, representation, or certification in any record or other document submitted or required to be maintained under a permit, including monitoring reports or reports of compliance or noncompliance. 6. All reports and other information requested by the executive director must be signed by the person and in the manner required by 30 TAC §305.128 (relating to Signatories to Reports). 7. Authorization under this general permit does not convey property or water rights of any sort and does not grant any exclusive privilege. Part VIII. Fees 1. A fee of must be submitted along with the NOL- a. $325 if submitting a paper NOI, or b. $225 if submitting a NOI electronically. 2. Fees are due upon submission of the NOL An NOI will not be declared administratively complete unless the associated fee has been paid in full. 3. No separate annual fees will be assessed. The Water Quality Annual fee has been incorporated into the NOI fees as described above. Page 42 Construction General Permit TPDES General Permit TXR150000 Appendix A: Automatic Authorization Periods of Low Erosion Potential by County — Eligible Date Ranges Andrews: Nov. 15 - Apr. 30 Archer: Dec. 15 -Feb. 14 Armstrong: Nov. 15 - Apr. 30 Bailey: Nov. 1 - Apr. 30, or Nov. 15 - May 14 Baylor: Dec. 15 - Feb. 14 Borden: Nov. 15 -Apr. 30 Brewster: Nov. 15 - Apr. 30 Briscoe: Nov. 15 - Apr. 30 Brown: Dec. 15 - Feb. 14 Callahan: Dec. 15 - Feb. 14 Carson: Nov. IS -Apr. 30 Castro: Nov. 15 - Apr. 30 Childress: Dec. IS - Feb. 14 Cochran: Nov. I - Apr. 30, or Nov. 15 - May 14 Coke: Dec. 15 - Feb. 14 Coleman: Dec. 15 - Feb. 14 Collingsworth: Jan. I - Mar. 30, or Dec. 1 - Feb. 28 Concho: Dec. 15 - Feb. 14 Cottle: Dec. 15 - Feb. 14 Crane: Nov. 15 -Apr. 30 Crockett: Nov. 15 - Jan. 14, or Feb. I - Mar. 30 Crosby: Nov. 15 - Apr. 30 Culberson: Nov. 1 - May 14 Dallam: Nov. 1 - Apr. 14, or Nov. 15 - Apr. 30 Dawson: Nov. 15 - Apr. 30 Deaf Smith: Nov. 15 - Apr. 30 Dickens: Nov. 15 - Jan. 14, or Feb. 1 - Mar. 30 Dimmit: Dec. 15 - Feb. 14 Donley: Jan. 1 - Mar. 30, or Dec. 1 - Feb. 28 Eastland: Dec. 15 - Feb. 14 Ector: Nov. 15 - Apr. 30 Edwards: Dec. 15 - Feb. 14 El Paso: Jan. I - Jul. 14, or May 15 - Jul. 31, or Jun. I - Aug. 14, or Jun. 15 - Sept. 14, or Jul. I - Oct. 14, or Jul. 15 - Oct. 31, or Aug. I - Apr. 30, or Aug. 15 - May 14, or Sept. 1 - May 30, or Oct. I - Jun. 14, or Nov. I - Jun. 30, or Nov. 15 - Jul. 14 Fisher: Dec. 15 - Feb. 14 Floyd:" Nov. 15 - Apr. 30 Foard: Dec. 15 - Feb. 14 Gaines: Nov. 15 - Apr. 30 Garza: Nov. 15 - Apr_ 30 Glasscock: Nov. 15 - Apr. 30 Hale: Nov. 15 - Apr. 30 Hall: Feb. I - May, 30 Hansford: Nov. 15 -Apr. 30 Hardeman: Dec. 15 - Feb. 14 Hartley: Nov. 15 - Apr. 30 Haskell: Dec. 15 - Feb. 14 Hockley: Nov. I - Apr. 14, or Nov. 15 - Apr. 30 Howard: Nov. 15 - Apr. 30 Hudspeth: Nov. I - May 14 Hutchinson. Nov. 15 -Apr. 30 Irion: Dec. 15 - Feb. 14 Jeff Davis: Nov. I - Apr. 30 or Nov. 15 - May 14 Jones: Dec. 15 - Feb. 14 Kent: Nov. 15 - Jan. 14 or Feb. 1 - Mar. 30 Kerr: Dec. 15 - Feb. 14 Kimble: Dec. 15 - Feb. 14 King: Dec. 15 - Feb. 14 Kinney: Dec. 15 - Feb. 14 Knox: Dec. 15 - Feb. 14 Lamb: Nov. I - Apr. 14, or Nov. 15 - Apr. 30 Loving: Nov. 1 - Apr. 30, or Nov. 15 - May 14 Lubbock: Nov. 15 - Apr. 30 Lynn: Nov. 15 - Apr. 30 Martin: Nov. 15 -Apr. 30 Mason: Dec. 15 - Feb. 14 Maverick: Dec. 15 - Feb. 14 McCulloch: Dec. 15 - Feb. 14 Menard: Dec. 15 - Feb. 14 Midland: Nov. 15 - Apr. 30 Mitchell: Nov. 15 - Apr. 30 Moore: Nov. 15 - Apr. 30 Motley: Nov. 15 - Jan. 14, or Feb. 1 - Mar. 30 Nolan: Dec. 15 - Feb. 14 Oldham: Nov. 15 - Apr. 30 Partner: Nov. I - Apr. 14, or Nov. 15 - Apr. 30 Pecos: Nov. 15 - Apr. 30 Potter: Nov. 15 - Apr. 30 Presidio: Nov. I - Apr. 30, or Nov. 15 - May 14 Randall: Nov. 15 - Apr. 30 Reagan: Nov. 15 - Apr. 30 Real: Dec. 15 - Feb. 14 Reeves: Nov. l - Apr. 30, or Nov. 15 - May 14 Runnels: Dec. 15 - Feb. 14 Schleicher: Dec. 15 - Feb. 14 Scurry: Nov. 15 - Apr. 30 Shackelford: Dec. IS - Feb. 14 Sherman: Nov. 15 - Apr. 30 Stephens: Dec. 15 - Feb. 14 Sterling: Nov. 15 - Apr. 30 Stonewall: Dec. 15 - Feb. 14 Sutton: Dec. 15 - Feb. 14 Swisher: Nov. -T5 =Apr.10 Taylor: Dec. 15 - Feb. 14 Terrell: Nov. 15 - Apr. 30 Terry: Nov. 15 - Apr. 30 Throclanorton: Dec. 15 - Feb. 14 Tom Green: Dec. 15 - Feb. 14 Upton: Nov. IS -Apr. 30 Uvalde: Dec. 15 - Feb. 14 Val Verde: Nov. 15 - Jan. 14, or Feb. 1 - Mar_ 30 Ward: Nov. I - Apr. 14, or Nov. 15 - Apr. 30 Wichita: Dec. 15 - Feb. 14 Wilbarger: Dec. 15 - Feb. 14 Winkler: Nov. I - Apr. 30, or Nov. 15 - May 14 Yoakum: Nov. I - Apr. 30, or Nov. 15 - May 14 Young: Dec. 15 - Feb. 14 Wheeler: Jan. 1 - Mar. 30, or Dec. I - Feb. 28 Zavala: Dec. 15 - Feb. 14 Page 43 Construction General Permit T`PDES General Permit TXRI 50000 Appendix B: Erosivity Index (EI) Zones in Texas P - 4 71 jw r" Am �� E AP +• kt ■ *5 �iF 1b ! r + ■ ■tea ■ ■ ,Adapted from Chapter 2 of USDA Agriculture Handbook 703: "Predicting Soil Erasion by Water: A Guide to Conservation Planning With the Revised Universal Soil Loss Equation (RUSLE), " US. Department ofAgriculture, Agricultural Research Service Page 44 No Text �k W Construction General Permit 89 90 91 92 93 94 95 96 97 106 TPDES General Permit TXR150000 Appendix D: Erosivity Indices for El Zones in Texas Periods: 111 1115 2/1 IM5 311 3/15 4/1 4/15 511 5/15 611 6/15 711 7/15 8/1 8/15 911 9/15 10/1 10/15 11/1 11115 1211 12115 0 0 1 1 1 2 3 4 7 12 18 27 38 48 55 1 62 69 76 83 90 94 97 98 99 100 0 1 2 3 4 6 8 13 21 29N 54 60 65 69 74 81 87 92 95 97 98 99 0 0 0 0 1 1 1 2 6 166 53 60 67 74 81 88 95 99 99 100 100 0 0 0 0 1 1 1 2 6 1646 53 60 67 74 81 88 95 99 99 100 100 D I I 2 3 4 6 8 13 2556 62 67 72 76 80 85 91 97 98 99 99 0 1 2 4 6 8 10 15 21 2953 57 61 65 70 76 83 88 91 94 96 98 0 1 3 5 7 9 11 14 18 2746 51 57 62 68 73 79 84 89 93 96 98 0 2 4 6 9 12 17 23 30 3754 58 62 66 70 74 78 82 86 90 94 97 0 1 3 5 7 10 14 20 28 3761 64 68 72 77 81 86 89 92 95 98 99 0 3 b 9 13 17 21 27 33 3855 61 67 71 75 1 78 t 81 1 84 86 90 94 97 * Each period begins on the date listed in the table above and lasts until the day before the following period. The final period begins on December 15 and ends on December 31. Table adapted from Chapter 2 of USDA Agriculture Handbook 703: "Predicting Soil Erosion by Water: A Guide to Conservation Planning With the Revised Universal Soil Loss Equation (RUBLE), " U.S. Department ofAgriculture, Agricultural Research Service L i Page 46 E ': TPDES Storm Water Pollution Prevention Plan September 2009 0 APPENDIX II NOTICE OF INTENUCHANGE/TERMINATION PARKHILL, SMITH & COOPER, INC. 01044509 INSTRUCTIONS FOR FILLING OUT THE NOI FORM 1. TCEQ Issued Customer Number (CN) TCEQ's Central Registry will assign each customer a number that begins with "CN,' followed by nine digits. This h not a permit number, registration number, or license number. 0 If this customer has not been assigned a Customer Reference Number, leave the space for the Customer Reference Number blank. 0 If this customer has been assigned this mumber, enter the opyatoes Customer Reference Number in the space provided. 2. Legal Name Provide the legal name of the facility operator, as authorized to do business in Texas. The name must be provided exactly as filed with the Texas Secretary of State (SOS), or on other legal documents forming the entity, that is filed in the county where doing business. You may contact the SOS at 512/463-5555, or go to for more information related to filing in Texas. If filed in the county where doing business, pqjv�tdc a copy of the legal documents showing the legal name. 3. Name and Title of person !j' the Notice of Intent application form. Signature meets 30 Texas Adm nistrotivr Code, ITAQ Q05.44 4. Operator Mailing Address Provide a complete mailing address for receiving mail from the TCEQ The address must be verifiable with the US Postal Service at WWw.u$V$.cAM for regular mail delivery (not overnight express mail). If you find that the address is not verifiable using the USPS web search, please indicate the address is used by the USPS far regular mail delivery. 5. Phone Number This number should correspond to this customer's mailing address given earlier. Enter the area code and phone number here. Leave 'Extension' blank if this customer's phone lacks this feature. 6. Fax Number and E-mail Address This number and E-mail address should F2qngond to uperatoes mailing address p!22jded earlier. (Optioml Information) 7. Type of Entity Check only one box that identifies the type of entity. Use the descriptions below to identify the appropriate entity type: Individual is a customer who has not established a business, but conducts an activity that needs to be regulated by the TCEQ. Sole Proprietorship— D.B.A. is a customer that is owned by only one person and has not been incorporated. This business may: • be under the person's name • have its own name ('doing business as," or d.b.a.) • have any number of employees Partnership is a customer that is established as a partnership as defined by the Texas Secretary of States Office. Corporation the customer meets all of these conditions: • is a legally incorporated entity under the laws of any state or country • is recognized as a corporation by the Texas Secretary of State has proper operating authority to operate in Texas. Government- Federal, state, county, or city goverment (as appropriate) the customer is either an agency of one of these levels of government or the governmental body itself. Other is Estate, Trust, etc. the customer does not fit one of the above descriptions- Enter a Short description of the type of customer in the blank Mvided. S. Independent Operator Check "No* if this customer is a subsidiary, part of a larger c2pTpy, or is a governmental entity. Otherwise, check 'Yes." 9. Number of Employees, Check one box to show the number of employees for this customer's entire company, at all locations. This is not necessarily the number of employees at the site named in the NO]. 10. State Franchise Tax ID Number Corporations and limited liability companies that operate in Texas are issued a franchise tax identification number. If this customer is a corporation or limited habih�y company, enter this number here. Federal Tax ID All businesses, except for some small sole proprietors, individuals, or general partnerships should have a federal taxpayer identification number (TIN). Eater this number here. Use no Mfixcs, dashes, or hyphens. Sole parietors, individuals, or genentpartnerships do not need to provide a federal tax ID. TX SOS Charter (filing) Number Corporations and Limited Partnerships required to register with the Texas Secretary of State are issued a charter or filing number. You may obtain further information by calling SOS at 512/463-5555. h, TC'EQ-20022 Instructions (03105/2008) Page 3 DUNS Number Most businesses have a DUNS to Universal Numbering SXstemnumber issued !g Dun and Bradstreet Corp. If this customer has one enter it here. ;VZ, "A"Ap.06- - 3.. . El _M ".,%" _ �� Provide the name, tide and cornmunication information of the person that TCEQ can contact for additional information regarding this application If the applocation is missing informa.flo.s. and there Is no contact Rerson to call, the app"on mu be denied. U 1. Regulated Entity Refurace Number (RN) This is a number issued by TCEQ's Central Regis" to sites (a location where a regulated activity occurs) regulated by TCEQ. This is not a permit number, registration number, or license number. • If this Regulated Entity has not been assigned a Regulated Entity Number, leave this space blank. • If this customer has been assigned this number, enter the operatoes Regulated EntiNumber. 2. Site/Project Name/Regulated Entity If the site is already regulated by TCEQ, use the same name as on the existing Regglated Ent' ly &ferenee Number (RN). If new, provide the name of the site as known by the public in the area where the site is located. The name you provide on this application will be used ink the TCEQ Central Registry as the Regulated Entity. 3. Site/Project (RE) Physical Address ® Enter the complete physical address of where the site is located. This must be a street number and street name for a complete physical address. This address must be validated through US Postal Service or your local police (911 service) as a valid address. Please confirm this to be a complete and valid address. In 3omc rural areas, new address" an being assigned to replace rural route addresses. Il Please do not use a rural route or post office box for a site location. If a site does not have an actual physical address that includes a street number and street name, then provide a complete written location access description, and the zip code and city where the site is located. For example: -Me site is located 2 miles west from intersection of Hwy 290 & 11135, located on the southwest comer of the Hwy 2910 South bound lane. This includes authorizations for construction projects such as highways and subdivision. 4. Identify the County where the site is located. If the site covers more than one county, provide the county that is most affected by the authorized activity and list the additional county(s) as secondary. S. Latitude and Longitude Enter the latitude and longitude of the site in either degrees, minutes, and seconds or decimal form. For help obtaining the latitude -and longitude, go to: TCEQ USGS 122ograi)hic M22 Vic&er or T2M1§gffsL-V*A 6. Description of Activity Regulated In your own words, briefly describe the primary business being conducted at the site. (A description specific to what you are doing that requires this authorization - Do not r%xa! the SIC Code(s .) 7, Provide a complete mailing address to be used by TCEQ for receiving mail at the site. In most cases, the address is the same as the operator. If so, simply place a check mark in the box. If you provide a different address, please verify the address with USPS as instructed above for the operator address 1 0, K04- 01 V 0 NJ V W5 1:21, 1 1 AM V _M" Mi T - � 12) 71 11 1. Indian Country Lands If your site is located on Indian Country Lands, the TCEQ does not have authority to process your application. You must obtain authorization through EPA, Region V!, Dallas. Do not submit this form to TCEQ I Indian Country means (1) all land within the limits of any American Indian reservation under the jurisdiction of the U.S. government, notwithstanding the issuance of any patent, and including rights -of -way running throughout the reservation; (2) all dependent Indian communities within the borders of the United States whether within the original or subsequently acquired territory thereof, and whether within or outside the limits of a State; and (3) all Indi allotments, the Indian titles which have not been extinguished, including rights -of -way running through the same, all J, Indian Tribe means any Indian Tribe, band, nation, or community recognized by the Secretary of the Interior and exercising substantial governmental duties and powers. 2. Standard Industrial Classification (SIC) code Provide the SIC code that best describes the construction activity being conducted at the site. Common SIC Codes related to construction activities include: 1521 Construction of Single Family Homes; 1522 Construction of Residential Bldgs. Other than Single Family Homes; 1541 Construction of Industrial Bldgs. and Warehouses; 1542 Construction of Non-residential Bldgs. other than Industrial Bldgs. and Warehouses; 1611 Highway & Street Construction, except Highway Construction; 1622 Bridge, Turuiel, & Elevated Highway Construction; 1623 Water, Sewer, Pipeline & Communications, and Power Line Construction- For help with SIC codes, go to: www.Qsha.gov/oshstats/sicser,btml jt L111 L �i r] I 3. Estimated Area of Laud Disturbed 3(a). Provide the approximate number of acres that the construction site will disturb. 3(b). Indicate is the site is part of a common plan of development or for sale. Construction activities that disturb less titan one acre, unless they are part of a larger common plan that disturbs more dm one acre, do not require permit coverage. Construction activities that disturb between one and five acre, unless they are part of a common plan that disturbs five acres or more acres, do not require submission of an NOI. Therefore, the estimated area of land disturbed should not be less than five, unless the project is part of a larger common plan that disturbs five or more acres. -Distub' means any clearing, grading, excavating, or other similar activities. If you have any questions about this item, please call the storm water technical staff at (512)23 9-467 1. 4. Discharge Lformation 4 (a). The storm water may be discharged directly to a receiving stream or through a MS4* from your site. It eventually reaches a receiving water body such as a local stmena or lake, possibly via a drainage ditch. You must provide the name of the water body that receives the discharge from the site (a local stream or lake). 4 (b). The classified segment number(s) is REQUIRED to get coverage. Go to the link to fund the segment number of the classified water body where storm water will flow Call Water Quality Assessments at 512/2394671 for further assistance. Another source for segments is: http:/Avww.tceq.state.bLualcomm exwJfomm-pubstpubs/gi/gi-316/mdex.htral 4 (c). If any surface water body(s) receiving discharges from the construction site are on the latest EPA -approved CWA § 303(d) list of impaired waters, provide the name(s) of the water body(s). EPA approved CWA 303d list of impaired waters can be found at: Texas Water Quality Inventory and 303(d) Liq - Texas Commission gr1_gl njronmental Quality - www.tcWtate.tx.us 4 (d). Identify the MS4* Operator name if the storm water discharge is into an MS4. *MS4 ins an acronym for Manlcipal separate storm sewer system. MS4 is defined as a separate storm sewer system owned or operated by a state, city, town, county, district, association, or other public body (created by or pursuant to state law) having jurisdiction over disposal of sewage, industrial wastes, storm water, or other wastes, inchKhng special districts under state law such as a sewer district, flood control or drainage district, or similar entity, or an Indian tube or an authorized Indian tribal organization, that discharges to water in the state. For assistance, you may call the technical staff of the Water Qualfty Assessment & Standards Sectton at 512/239-4671. 4 (e). Edwards Agttifer Rafe See maps on the TCEQ website to determine if the site is located within the Recharge Zone, Contributing ;Zone, or Contributing Zane within the Transition Zone of the Edwards Aquifer at If the discharge or potential discharge is within the Recharge Zone, Contributing Zone, or Contnbufmg Zone within the Transition Zone of the Edwards Aquifer, a site specific authorization approved by the Executive Director under the Edwards Aquifer Protection Program (30 TAC Chapter 213) is required before construction can begin. arid -permit requires the approved ContabutingZone Plant or WabcrPollution Abatement Plan to be included -as a part of the Storm Water Pollution Prevention Plan. The certification must be answered "Yes" for covers a under the general rrrtit. r �:. Failure to indicate `Yes' to ALL of the certification items may result in denial of covers a under the general permit. The certification must bear an original signature of a person meeting the signatory requirements specified under aRam Administrative Code_§M.4444 1F YOU ARE A CORPORATION: The regulation that controls who may sign an NOT or similar form is 30 Texas Administrative Code §305.44(axI) (see below). According to this code provision, any corporate representative may sign an NO] or similar form so long as the authority to sign such a document has been delegated to that person in accordance with corporate procedures. By signing the NO] or similar form, you are certifying that such authority has been delegated to you. The TCEQ may request documentation evidencing such authority. IF YOU ARE A MUNICIPALITY OR OTHER GOVERNMENT ENTTTY: The regulation that controls who may sign an NO] or similar form is 30 Texas Administrative Code §305.44(ax3) (see below). According to this code provision, only a ranking elected official or principal executive officer may sign an NOT or similar form. Persons such as the City Mayor or County Commissioner will be considered ranking elected officials. In order to identify the principal executive officer of your government entity, it may be beneficial to consult your city charter county or city ordinances or the Texas stair s under which your government entity was formed. An NOT or TCEQ-20022 Instructions (03/05/2008) Page 5 similar document that is signed by a government official who is not a ranking elected official or principal executive officer does not confom §305.44(a)(3). The signatory requirement may not be delegated to a government representative other than those identified in the regulation. By 41 _`i the NOI or similar form, you are certifying that you are either a ranking elected official or principal executive officer as required by the admini code. Documentation demonstrating your position as a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions or need additional information concerning the signatory requirements discussed above, please contact the Texas Como 's on Environmental Quality's Environmental Law Division at 512/239-0600. 30 Texas Administrative Code §305.44, Signatories to Applications. (a) All applications shall be signed as follows. (1) For a corporation, the application shall be signed by a responsible corporate officer. For purposes of this paragraph, a resp s corporate officer means a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or an,_ � person who performs similar policy or decision -making functions for the corporation; or the manager of one or more manufacturing, production operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million (in second -quart I dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. Corporate pro l governing authority to sign permit or post -closure order applications may provide for assignment or delegation to applicable corporate position ,a than to specific individuals. f.., (2) For a partnership or sole proprietorship, the application shall be signed by a general partner or the proprietor, respectively. (3) For a municipality, state, federal, or other public agency, the application shall be signed by either a principal executive officer ranking elected official. For purposes of this paragraph, a principal executive officer of a federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., regional administrator of the EPA). TCEQ-20022 Instructions (03/05/2008) Page 6 i 1, r 4 i Notice of Intent (NOI) for Storm Water Discharges Associated with Construction Activity under TPDES General Permit (TXR150000) General Information and Instructions GENERAL INFORMATION Where to Send the Notice of intent (NOI) and other related forms: BY REGULAR U.S. MAIL BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Quality Texas Commission on Environmental Quality Storm Water Processing Center (MC228) Storm Water Processing Center (MC228) P.O. Box 13087 12100 Park 35 Circle Austin, TX 78711-3087 Austin, TX 78753 TCEQ Contact list: Application Processing Questions relating to the status and form requirements: 512/239-3700, 512/245-0130 or swpermij@ ceq.state.%.us Technical Questions relating to the general permit: 512/239-4671 or swgg@tccq.state.tx.us Environmental Law Division: 5121239-0500 Records Management for obtaining copies of forms submitted to TCEQ: 512/239-0900 Information Services for obtaining reports from program data bases (as available): 51 M39-DATA (3282) Financial Administration's Cashier's office: 512/239-0357 or 512/239-0187 fNotice of Intent Process: When your NOI is received by the program, the form will be processed as follows: 1 _ Administrative Review: Each item on the form will be reviewed for a complete response. In addition, the operator's legal name must be verified with Texas Secretary of State as valid and active (if applicable). The address(s) on the form must be verified with the US Postal service as an address receiving regular mail delivery. Never give an overnightlexpress mailing address. 2. Notice of Deficiency: If an item is incomplete or not verifiable as indicated above, a notice of deficiency (NOD) will be mailed to the operator. The operator will have 30 days to respond to the NOD. The response will be reviewed for completeness. 3. Acknowledgment of Coverage: An Acknowledgment Certificate will be mailed to the operator. This certificate acknowledges coverage under the general permit. -or- Denial of Coverage: If the application is too incomplete to process, or the operator fails to respond to the NOD or the response is inadequate, coverage under the &Sneral errnit ma be denied. If covers a is denied, the operator will be notified. General Permit (Your Permit) If filing the NOI through ePermits online application, coverage under the general permit begins the day the NOI is submitted to TCEQ through -epermim Sigh up now for on lineNOIa-t-https:/AywW6,tceq.st-ateAXAN/Steer-sl---- If mailing a paper NOI, coverage under the general permit begins seven (7) days after a completed NOI is postmarked for delivery to the TCEQ. You should have a copy of your general permit when submitting your application. You may view and print your permit for which you are seeking coverage, on the TCEQ web site t p 9 i& _Il . 5 AIR html. h l/www.tce .state.tx.usivemvtnn water ualitvlstormwater/TXRI,,,,,,_,,, General Permit Forms The Notice of Intent (NOI). Notice of Termination (NOT), and Notice of Change (NOC) #20391 with instructions are available in Adobe Acrobat Signgformat u n€1w for on li es�Notice f Termination application eat hair s/ // w .tceq 5 AIe.ttr,�l. Q _ Pttp 6.tceq.state.tx.us/steers/ Change in Operator An authorization under the general permit is not transferable. If the operator or owner of the regulated entity changes, the present permittee must submit a Notice ofTennination and the new operator must submit a Notice of Intent. The NOT and NOI must be submitted not later than 10 days prior to the change in Operator status. TCEQ-20022 Instructions (03/05/2008) Page I t; TCEQ Central Registry Core Data Form The Care Data Form has been incorporated into this form. Do not send a core data form to TCEQ. After final acknowledgment of coverage under the general permit, the program will assign a Customer Number (CN) and Regulated Entity Numfrer (I For Construction Permits, a new RN will be assigned for each Notice of Intent filed with TCEQ, since construction project sites can overlap with othe Customers. The RN assigned to your construction project will not be assigned to any other TCEQ authorization. You can find the information on the Central Registry web site at www4.tceq.state.ttx.us/croub. You can search by the Regulated Entity (RN), Custom Number (CN) or Name (Permittee), or by your permit number under the search field labeled "Additional 117". Capitalize all letters in the permit nyml The Customer (Permittee) is responsible for providing consistent information to the TCEQ, and for updating all CN and RN data for all authorizati. occur. For General Permits, a Notice of Change form must be submitted to the Application pees: area. $225.00 application fee if submitting the NOT through ePermits. l $325.00 application fee if submitting a paper NOl for processing. ll The application fee is required to be paid at the time the NOI is submitted. Failure to submit payment at the time the application is filed will cans in acknowledgment or denial of coverage under the general permit. a Mailed Payments: DO NOT mail your check with the original Notice of Intent application. Use the attached Application Fee payment submittal form is mailing the payment. Do not include a copy of the NOI. BY REGULAR U.S. MAIL BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Quality Texas Commission on Environmental Quality Financial Administration Division Financial Administration Division Cashier's Office, MC-214 Cashier's Office, MC-214 P.O. Box 13088 12100 Park 35 Circle Austin, TX 78711-3088 Austin, TX 78753 ePAY Electronic Payment: Go to www.tceq.state.tx.us/epay Select Water Quality, then select the fee category "GENERAL PERMIT CONSTRUCTION STORM WATER DISCHARGE NOI APPLICATION % You must include a copy of the payment voucher with your NOI. Your NOI will not be considered complete without the payment voucher. The Annual Water Quality pee has been consolidated into the Application Fee effective March 5, 2008, An annual fee will not be billed to operators on 911/2008. This does not relieve the operator of fees due for prior fiscal year assessments. The operator will continue to receive an invoice for payment of any past due annual fee. A 5% penalty will be assessed if the payment is receive 13 TCEQ after the due date. Annual fee assessments cannot be waived as long as the authorization under the general permit was active on Septemb 'c the FY billed. TCEQ-20022 Instructions (03/05/2008) Page 2 1. J TCEQ Office Use Only F""I Notice of Intent (NOI) for Storm Water Permit No.: TXR15 Discharges Associated with Construction RN: Activity under TPDES General Permit CN: TCEQ (TXR9 50000) Ref No: ' Sign up now for eFermits NQI at www6.tcea.state.tx.uslsteers Get Instant Permit Coverage and only pay a $225 application fee. .;.� U Bliug a paper NOI you can pay the application fee an line? Go to www.tceu.state.tx.uslewv ►•' Select Fee Type: GENERAL PERMIT CONSTRUCTION STORM WATER DISCHARGE NOI APPLICATION If submitting a paper NOI, coverage under the general permit starts seven (7) days after the date postmarked for delivery to T RTANT: Use the INS"I'YtUCTIOVS to fill -tilt etchquestion ins ti§ ibfzo. 1Use the attached CUSTOMER.0 C",T to male certain. all.you filled out all required informatign 1ncoWplcte.MTUcations W ELL dtili�iy approval or re0h in AuPginatic DeItixl Renewal of General Permit tIs this NOI to renew an ACTIVE permit? jI Yes - What is your permit number? Permit No. TXR15 [3No - a permit number will be issued. fipphention Fee if mailing a paper NOI: -you must pay the $325 Application Fee to TCEQ for the application to be considered complete. ,payment and NGI crust be mailed to separate addresses. See instructions for correct mailing addresses. -JProvide your payment information below, for us to verify payment of the application fee: -Mailed: I Che"oney Order No.: I Company Name on checking account: 1'it KVIE +3-.y ► . - Is the Payment Voucher copy es If the applicant is currently a customer with TCEQ, what is the Customer Number (CN) issued to this entity? CN (Search Central odstrv) What is the Legal Name of the entity (applicant) applying for this permit? legal name muse be spelled exactly asf sled with the Texas Secretary of State; County, or m the legal document forming the entity.) P. What is the name and title of the person signing the application? (The person must be an official meeting signatory requirements its TAG 305.43(a).) Job Title: r'4. What is the Operator's (applicant) mailing address as recognized by the US Postal Service? (verify at USI'S.com) Address: I Suite NoJBldg. No./Mail Code: City: State: ZIP Code: Country Mailing Information (if outside USA). Country Code: Postal Code: ', p. Phone No.: ( ) I Extension: 16. Fax No.: ( ) I E-mail Address: Indicate the type of Customer: Individual ©Sole Proprietorship-D.H.A. ©Limited Partnership Corporation ©Federal Government DGeneral Partnership ©State Government ©County Goverment [City Government [30ther Government [] Other (describe): TCEQ-20022 (03/05R008) Page I 8. Independent Operator: ©Yes ❑No (if governmental entity, subsidiary, or part of a larger corporation, check "No".) 9. Number of Employees: ❑ago; p21-100; p101-250; 0251-500; or ©501 or higher 10. Customer Business Tax and Filing Numbers (This item is not appIkobte to Individuals, Government, GP or Sole Proprietor.) REQUIRED for Corporations and Limited Partnersiti v ify the entity's status and filingno. with TX SOS at 512J463-5555 State Franchise Tax ID Number. Federal Tax ID: TX SOS Charter (filing) Number: DUNS Number (if known): If TCEQ needs additional information regarding this application, who should be contacted? i. Name: Title: Company: 2. Phone No.: { } Extension: 3. Fax No.: E-mail Address: 1. TCEQ Issued RE Reference Number (RN): RN (Search Central Reeigtrr) 2. Name of Project or Site (the name as known by the -community -where this facility/project-is-located): (example: phase and name of subdivision or name of project that's unique to the site) 3. Does the site have a physical address? if Yee, complete O fora physical address. � If No, complete ® for site location information. Enter the physical address for the site. Street Number: USPS.com or other delivery source) Street Name: ZIP Code: Enter the site location information. If no physical address (Street Number & Street Name), provide a written location access description to the site: (Ex.: phase I of Woodland subdivision located 2 miles west from intersection of Hwy 290 & IH35 accessible on Hwy 290 South) City where the site is located or nearest city to ZIP Code where site is located: 4. Identify the county where the site is located: 5. Latitude: Longitude: 6. What is the primary business of this entity? in your own words, briefly describe the primary business of the Regulated Entity. (Do not repeat the SIC and NAICS code) i 7. What is the mailing address for the regulated entity? Is the RE mailing address the same as the Operator? Uyes Street Number: City: State: address is the same as Operator "No, No, provide the address Street Narne: 1. Is the site located on Indian Country Lands? ONo [ Yes — If Yes, do not submit this NOI. Contact EPA, Region VI If the site is on Indian country lands, you must obtain authorization through EPA, Region V1. 2. What is the Standard Industrial Classification (SIC) code (see instructions for common codes): (Search Osha.2gy Primary: Secondary: TCEQ-20022 (03105/2008) Page 2 (a) What is the total number of acres disturbed? Pb) Is the project site part of a larger common plan of development or sale? Uyes o Yes, the total number of acres disturbed can be less than 5 acres. f No, the total number of acres disturbed must be 5 or more. If the total number of acres disturbed is less than 5 then the roject site does not qualify for coverage through this Notice of Intent. Coverage will be denied. See the requirements in the "lleneral. permit for small construction sites. a) What is the name of the water body(s) to receive the storm water runoff or potential runoff from the site? ) What is the segment number(s) of the classified water body(s) that the discharge or potential discharge will eventually reach? c) Are any of the surface water bodies receiving discharges from the construction site on the latest EPA -approved CWA )3(d) list of impaired waters? ❑ Yes ❑ No I f Yes provide the name of the impaired water body(s). 4(d) Is the discharge into an MS47 Dyes ❑No If Yes, what is the name of the MS4 Operatofl Note: The general permit requires you to seed a copy of the NOI to the MS4 Operator. 4(e) Is the discharge or potential discharge within the Recharge Zone, Contributing Zone, or Contributing Zone within the 11'ransition Zone of the Edwards Aquifer? ❑ Yes QNo f the answer is Yes, please note that a copy of the agency approved Plan required by the Edwards Aquifer Rule (30 TAC Chapter 213) must e included or referenced in the Storm Water Pollution Prevention Plan . M _ M_ M Check "Yes" to the certifications below. Failure to certify to all items will result in denial. 1: Yes I certify that I have obtained a copy and understand the terms and conditions of the general permit (TXR150000). Yes I certify that the full legal name of the entity (Operator) applying for this permit has been provided and is legally authorized to do business in Texas. El Yes I understand that a Notice of Termination (NOT) must be submitted when this authorization is no longer needed. Yes I certify that a storm water pollution prevention plan has been developed and implemented prior to construction, and that is compliant with any applicable local sediment and erosion control plans and prepared and implemented as required in the general permit TXR E 50000. -� ��.� � '"Y, £ c � � �� ,r �' ,�. *8 ' tied � ye ` y f) P " j ��` _: '� � ♦ +� �{ :r� �- �'�., e... �i y I, 1N'ped or printed name (Requited d must be legible) Titic (Regyfred legible) _s Lrtify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted_ Based on my inquiry of the person or persons who manage the ere, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for wing violations. -, further certify that I am authorized under 30 Texas A ra ive Code 3 .44 to sign and submit this document, and can provide documentation in proof of such auuthorirratian upon request. Date: blue i TCEQ-20022 (03/05fMg) Page 3 r Did you complete everything? Use this checklist to be sure! Are you ready to mail your forms to TCEQ? Go to the General Information Section of the Instructions for mailing addresses. Customer GP Notice of intent Checklist TXR150000 d This checklist is for use by the operator to ensure a complete application. Missing information may result in denial of coverage under the permit See NOI Process desSr Lion in the lnstructions Application Fee of $325.00 was mailed separately to TCE 's Cashiers's Office (separate from the NO or the EPAY payment voucher is attached. OPERATOR INFORMATION - Confirm each item is complete: d ❑ Customer Number (CN) issued by TCEQ Central Registry ❑ Legal Name as filed to do business in Texas (Call TX SOS 512/463-5553) ❑ Name and Title of person signing the application. This person must meet signatory requirements in 30 TAC Section 305.43 ❑ Operator Mailing Address is complete & verifiable with LISPS. www.usus.com ❑ Phone Numbers/E-mail Address ❑ Type of Operator (Entity Type) ❑ Independent Operator ❑ Number of Employees For Corporations or Limited Partnerships — Tax ID and SOS Filing numbers are RE 1 D A !!cation Contact person we can call for questicum about this application. REGULATED ENTITY (RE) INFORMATION ON PROJECT OR SITE - Confirm each item is complete: 4" ❑ Regulated Entity Reference Number (RN) (if site is already regulated by TCEQ) ❑ Site/Project Name/Regulated Entity ❑ Site/Project (RE) Physical Address Please do not use a rural route or post office box for a site location ❑ Or if no physical address, the location information that includes description, zip code and city is listed. ❑ Latitude and Longitude TCE US S TopQmuhic Map Viewer or 7USA J ❑ Business description El Site Mailing Address checked same as operator or complete & verifiable with USPS. www.us s.com GENERAL CHARACTERISTICS - Confirm each item is complete: d ❑ Indian Country Lands —the facility is not on Indian Country Lands ❑ Standard Industrial Classification (SIC) code www.osha.gov/oshstats/sicser.htmi Acres Disturbed is provided and qualifies for coverage through a NOi. Common plan of development or for sale? ❑ Discharge Information: ❑ receiving water body ❑ segment number(s) is REQUIRED ❑ water body on the latest EPA -Approved Clean Water Act 303(d) list of impaired waters ❑ MS4 Operator Edwards Aquifer Rule FT—Certification CERTIFICATION statements have been checked indicating "Yes" Signature meets 30 Texas Administrative Code (!AQJk305.44 and is original and has been provided for the Operator. TCEQ-20022 Checklist (03/05/2008) Page 1 No Text Texas Commission on Environmental Quality General Permit Payment Submittal Form $325 fora paper Construction NOI Application Fee Use this foam to submit your Application Fee only if you are mailing your payment *Complete items 1 through 5 below: • Staple your check in the space provided at the bottom of this document- * Do not mail this form with your NOI form. • Do not mail this form to the same address as your NO]. Mail this form and your check to: 13Y REGULAR U.S. MAIL BY OVERNIG9VEXPRESS MAIL Texas Commission on Environmental Quality Texas Commission on Environmental Quality Financial Administration Division Financial Administration Division Cashier's Office, MC-214 Cashier's Office, MC-214 P.O. Box 13088 12100 Park 35 Circle A TX 78711-3088 Austin TX 78753 Fee Code: GPA Generale -pig: TXR150OW 1. Check / Money Order No: 2. Amount of Check/MoneyCheck/Money Order. 3. Date of Check or M Order. 4. Name on Check or Mon Order: 5. N0IINFORMATION If the check is for more than one NOI, list each Prejed/Site (RE) Name and Physical Address exactly as provided on the NOT. DO NOT SUBMIT •COPY OF THE NOI WITH THIS FORM AS IT COULD CAUSE DUPLICATE PERMIT ENTRIES. See Attached List of Sites Of more space is u may attach a list Project/Site (RE) Name: PrcjecdSite (RE) Physical Address: Staple Check In This Space t TCEQ-20134 (3/05/2008) Page i INSTRUCTIONS FOR FILLING OUT THE NOC FORM 1. Provide the cement permittee(s) full legal name as on the permit. b. Provide the TCEQ Issued Customer Number (CN) for the entity. Go to http://www4.tceq.swte.tx.us/croub/ to locate your CN. If the name(s) provided do not match the current permittec name(s), this form will be returned. It is the responsibility of the permittee(s) to compiv-4 the general permit. Note: If a change is being made to the CN and the CN has other TCEQ authorization types, it is the entity's responsibility to update those a .1at the same time. If an authorization has been cancelled or terminated, the name can not be changed on the permit. Because of this, a new CN4malk issued for the new name. 2. Provide the TCEQ Issued Regulated Entity number assigned for this permitted activity. Go to bqp;j/www4,U=.state,tx.us/cWb1 to locate your CN. If the site has changed or the information provided indicates a new location, this form will be returned. It is the responsibility of the (permittees) to comply with the enera l ermit. - Check one or more of the available options indicating the information in the form that is to be updated Provide the updated information in Section 1 Legal Name Change, Section 2 for Address & Contact information Change, Section 3 for Regulated Entity Site Information Change, or Section 4 f" General Characteristics Characteristics ,[Chan e, as a licable. `, i..cf-° n -s �s'",' Provide the new legal name. If the entity is a Limited Partnership or Corporation, the name change must be verifiable with Texas Secretary Jof State. " TX SOS filing number must be provided to verify only a name change occurred. You may contact the SOS at 512/463-5555, for more informati related to filing in Texas. If filed in the county where doing business, provide a copy of the legal documents showing the legal name change. 1, III Legal name changes of a Corporation and Limited Partnership will be verified with Texas Secretary of State. If the entity is filed as a new entity with new filing number, then the change cannot be made through a NOC. The ptrmits are not transferable. If the operator changes, the old entity must terminate their permit and the new entity must submit a form for a new permit. IT WOW indicate the type of address and contact information that has changed from the original NOI or last NOC submitted to TCEQ. If the address and/or contact information is the same for all types, then check each type and enter the information in the fields on the form. If som ` have different information, then use the NOC ATTACHMENT 1. The permit number MUST be written on ATTACHMENT I to indicate it is a pars 4 the NOC form for the permit being updated. The updates cannot be made without reference to the submitted NOC form t Mailing Address The address MUST BE verifiable with the US Postal Service at www.usps.com., for regular mail delivery (not overnight express mail). If you firld, the address is not verifiable using the USPS web search, please indicate the address is used by the USPS for regular mail delivery. Failure to provide , valid mailing address will delay or prohibit us from updating the permit. Please note that address updates relating to a general permit authorization can ONLY bemade through a Notice of Change. Address changes subs through any other form can not be The NOC form is only for use to update or correct information submitted on the original application or last NOC for the authorization. The anthortt under a general permit is site specific. If this change is related to a new location, a Notice of Change is not attainable. Provide the updated site name, updated site addresses, and/or corrected latitude and longitude, as applicable to your NOC request A new physical address for an existing location is usually the result of a newly assigned 911 address for emergencies.-1 If providing a corrected latitude and longitude, enter the latitude and longitude of the site in either degrees, minutes, and seconds or decimal form. �r . hel obtainin We latitude and longitude, o to: www.tceg.state.tx.uq/ is/dr iew.html or www.terraserver.microsoft.com/advfrnd.as x. Indicate the change to information originally supplied. For example if the number of acreas of area disturbed has changed, then state: "The number a of area disturbed has increase to 40 acres." I L Provide the name, title and communication information of the person that TCEQ can contact for additional information regarding this application. TCEQ- 20391 NOC Instructions (07/13/2007) Pag j r [thecertification must bear an original signature of a person meeting the signatory requirements specified under 30 Texas Administrative Code (TAC) §305.44, IF YOU ARE A CORPORATION: The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305.44(a)(1) (see below). According to this code provision, any corporate representative may sign an NOI or similar form so long as the authority to sign such a document has been delegated to that person in accordance with corporate procedures. By signing the NOI or similar form, you are certifying that such authority has been delegated to you. The TCEQ may request documentation evidencing such authority. IF YOU ARE A MUNICIPALITY OR OTHER GOVERNMENT ENTITY: The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305.44(a)(3) (see below). According to this code provision, only a ranking elected official or principal executive officer may sign an NOI or similar form. Persons such as the City Mayor or County Commissioner will be considered ranking elected officials. In order to identify the principal executive officer of your government entity, it may be beneficial to consult your city charter, county or city ordinances, or the Texas statute(s) under which your government entity was formed. An NOI or similar document that is signed by a government official who is not a ranking elected official or principal executive officer does not conform to §305.44(a)(3). The signatory requirement may not be delegated to a government representative other than those identified in the regulation. By signing the NOI or similar form, you are certifying that you are either a ranking elected official or principal executive officer as required by the administrative code. Documentation demonstrating your position as a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions or need additional information concerning the signatory requirements discussed above, please contact the Texas Commission -on-.Environmental Quality's Environmental Law Division at 512/239-0600. 30 Texas Administrative Code §305.44. Signatories to Applications. (a) All applications shall be signed as follows. (1) For a corporation, the application shall be signed by a responsible corporate officer. For purposes of this paragraph, a responsible corporate officer means a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision -making functions for the corporation; or the manager of one or more manufacturing, production, or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million (in second-quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. Corporate procedures governing authority to sign permit or post -closure order applications may provide for assignment or delegation to applicable corporate positions rather than to specific individuals. (2) For a partnership or sole proprietorship, the application shall be signed by a general partner or the proprietor, respectively. (3) For a municipality, state, federal, or other public agency, the application shall be signed by either a principal executive officer or a ranking elected official. For purposes of this paragraph, a principal executive officer of a federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., regional administrator of the EPA). TCEQ- 20391 NOC Instructions (07/13/2007) Page 3 I kw� [V I Notice of Change (NOC) to an Authorization TCEQ Office Use only Permit No.: for Storm Water Discharges Associated with RN: Construction Activity under TPDES General CN: TCEQ Permit (TXR150000) R, U 45 N What is the Permit Number of the authorization to be changed? TXR15 a. What is the fall Legal Name of the current Operator as on the authorization? b. What is the TCEQ Central Registry Customer Number assigned to this Operator? CN What is the TCEQ Central Registry Regulated Entity Number assigned for this permitted site? RN What information has changed or needs corrected? (Checlr one or more of the sections be updated and enter the new information in the corresponding section of this form.) F] Operator Legal Name Change with Texas Secretary of State (TX SOS). Go to Section I Wor 2 as applicable. (Note. Permits are not transferable. If a change in entity has this NOC is not attainable.) Address and contact information for Operator, Billing for Annual Fee, or Discharge Monitoring Report forms. Site Information (Regulated Entity) (Note: Permits under a general tare site specific. If a change in site location has occurre this NOC is not attainable.) General Characteristics relating to the regulated activity. I " W - M �47 a. What is the NEW active al Name with TX SOS or on other legal document? New Leo Name: b. What is the TX SOS Filing Number for us to confirm this official name change? is is onllicable to Limited Partners ' or Co rations. a. What address and/or contact information has thanged? (check one or more as gThpable) Operator for permit correspondence Site (RE) Mailing Address and contact information Billing address/contact for Receiving Annual Fee Reporting address/contact for Receiving Discharge Monitoring Statement Reports (DMRs) b. If you selected more than one, is the information to be updated the same for each selection? U Yes — Provide the updated information in the fields below. Q No — Attachment I of the NOC is attached to this _fqrrnto provide the different addresses. ATTN or C(O: Address: Suite NoJBIdg. NoJMail Code: City: I Zip Code: Country Mailing Information (if outside USA). Country Code: Postal Code: Phone No.. at: F Fax No.: TE-Mail: TCEQ- 20391 (07/13/2007) Page I 3:, xz+;cv[;� IN)Ff)i a. Is this a change to the I of the permitted activity7 Yes - this requested change will not be processed since the authorizations are site sWific. No — go to next question. b. New or Corrected Name of Project or Site c. Updated Physical Address (new 911 address): Street Number: Street Name: Bldg/Ste No. City: ZIP Code: County (Counties if>1): d. Update or Corrected location acmes description, if no physical address (Street Number & Street Name): e. N Corrected Longitude: W (CooyrrrecteedLatitude: }(� "141 Identify the specific change and provide the updated Information. If an attackment Is need, please reference it below. IfTCEQ needs additional information regarding this application, who should be contacted? 1. Name: Title: Company: 2. Phone No.: { ) Ext: Fax No.: { ) E-Mail: Typed or printed name (REQUIRED) Title (REQUIRED) certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further certify that I am authorized under 30 Texas Admirtistrative Code §305.44 to sign and submit this document, and can provide documentation in proof of such authorization upon request. Signature: Date: se blue ink RE U1RED RE UIRED IJ t TCEQ- 20391 (07/13/2007) Page f. r Attachment 1 to a NOC Form for Providing Different Address & Contact Information Related to a Specific Permit under General Permit TXR150W Wbat is the Permit No.? TXIUS (REQUIRED) 7 7 �cable. fete and invalid addresses will not be u Fill in the chap es as ni!li Imp 's used Veri i ri� addresses at USPS.coni. b AWN or C/O: Address: Suite No./Bldg, No./Mail Code: City: I Zip Code: Country Mailing Information (if outside USA). Country Code: Postal Code: Phone No.: Ext: Fax No.: E-Mail: "WO-BROWO A �-,il �W, AWN or C/O: Address: Suite No./Bldg. No -/Mail Code: City: State: I Zip Code: Country Mailing Information (if outside USA). Country Code: Postal Code: Phone No.: Ext: Fax No.: E-Mail 10"M ATM or C/O: Address: Suite No Bldg. NoJMail Code: City: State: Zip Code: Country Mailing Information (if outside USA). Country Code: Postal Code: Phone No.: Ext: Fax No.. t;i TCEQ- 20391 NOC Attachment 1 (07/13/2007) Page 1 Notice of Change (NOC) to an Authorization for Storm Water Discharges Associated with Construction Activity under TPDES General Permit (TXR150000) General Information and Instructions GENERAL INFORMATION Where to Send the Notice of Change (NOC): BY REGULAR U.S. MAIL BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Quality Texas Commission on Environmental Quality Storm Water Processing Center (MC228) Storm Water Processing Center (MC228) P.O. Box 13087 12100 Park 35 Circle Austin, TX 78711-3087 Austin, TX 78753 TCEQ Contact list: Application Processing Questions relating to the status and form requirements: 512/239-3700 or email swpernit@tceq.state.tx.us j Technical Questions relating to the general permit: 512/239-4671 i Environmental Law Division: 512/239-0600 1 Records Management for obtaining copies of forms submitted to TCEQ: 512/239-0900 Information Services for obtaining reports from program data bases (as available): 512/239-DATA (3282) Financial Administration's Cashier's office: 512/239-0357 or 5121239-0187 Notice of Change Process: When your NOC is received by the program, the form will be processed as follows: 1. Administrative Review: The form will be reviewed to ensure the request is from the permittee (operator) on the authorization, the permit is active and initial coverage was acknowledged. Each item on the form will be reviewed for a complete response that qualifies for a NOC. In addition, the operator's legal name change trust be verified with Texas Secretary of State (if applicable). The address(s) on the form must be verified with the US Postal service as an address receiving regular mail delivery. Never give an overnight/express mailing address. If an item is incomplete or not verifiable as indicated above, the operator may be notified by letter, phone call or email. In some instances as noted at the beginning of the form, the request may simply be returned. 2. NOC Confirmation: An updated Acknowledgment Certificate will be mailed to the operator only if the NOC is to change information provided on the acknowledgment certificate. The original coverage effective date will not change. General Permit (Your Permit) You may view and print your general permit on the TCEQ web site www.tcea.state.tx.us. Enter the general peit number as the key word in the search box to locate the specific web page. General Permit Forms The Notice of Intent (NOI), Notice of Termination (NOT), and Notice of Change (NOC) with instructions are available in Adobe Acrobat PDF format on the TCEQ web site www.tce .state.tx.us. Change in Operator An authorization under the general permit is not transferable. If the operator of the regulated entity changes, the present permittee must submit a Notice of Termination and the new operator must submit a Notice of Intent. The NOI must be submitted not later than 10 days prior to the change in Operator status. Note that the NOT is effective on the postmarked date. It may be necessary to not terminate the existing permit until coverage by the new entity is confirmed. TCEQ Central Registry Core Data Form The Core Data Form has been incorporated into this form. Do not send a core data form to TCEQ. You can find the information on the Central Registry web site at www4.teect.state.tx.us/crpub. You can search by the Regulated Entity (RN), Customer Number (CN) or Name (Permittee), or by your permit number under the search field labeled "Additional ID". The Customer (Permittee) is responsible for providing consistent information to the TCEQ, and for updating all CN and RN data for all associated authorizations as changes occur. For General Permits, a Notice of Change form must be submitted to the program area for approval to update the CN and RN data in central registry. 1_,) TCEQ- 20391 NOC Instructions (07/13/2007) Page I Notice of Termination (NOT) for Authorizations under TPDES General Permit TXR150000 TCEQ is the permit number to be terminated? What is the full Legal Name of the current permittee? This must be t e current permiffee of the pennit to be terminated. What is theapplicant's mailing address as recognizM by the US Postal Service? Address: I Suite No.Blda. NoJMail Code: TCEQ Office Use Only Permit No.: RN: CN: %'VUnU.Y JIViLcu"Ur, lAl►t1Rl WtJVL1 ka L Vuwl4rr, ux7lz . k,"ULLUY kAMV. r uswf t [)CiC: h. Phone No.: Extension: Fax No.: E-mail Address: MMnn` 1. What is the TCEQ Issued RE Reference Number (RN)? RN Name of Project or Site as currently permitted): exam le: ph&se and name of subdivision or name of project that's ue to the site Physical Address of Project or Site as currently permitted: (enter in spaces below) Street Number. I Sheet Name: City: I ZIP Code: I County (Counties if>1): -, . if no physical address (Street Number & Street Name), provide the written location access description to the site: the reason for termination: ❑ Final stabilization has been achieved on all portions of the site that are the responsibility of the Operator and all silt fences and other temporary erosion controls have either been removed, or scheduled for removal as defined in the SWP3. ❑ Another permitted Operator has assumed control over all areas of the site that have not been finally stabilized, and temporary erosion controls that have been defined in the SWP3 have been transferred to the new Operator. ❑ The activity is now authorized under an alternate TPDES permit. ❑ The activity never began at this site that is regulated under the General hermit. Typed or printed name Title certify under penalty of law that this document and 0 attachments were prepared tinder my direction or supervision in accordance with a system designed assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for ( owing violations. ![ further certify that I am authorized under 30 Texas Administrative Code §305.44 to sign and submit this document, and can provide documentation in proof of such authorization upon request. r""$ignature: Date: �(Use blue ink) UTCEQ-20023 (02/662007) Page I t' Notice of Termination (NOT) for Authorizations under TPDES General Permit TXR1.50000 General Information and Instructions GENERAL INFORMATION Where to Send the Notice of Intent (NOI): f BY REGULAR U.S. MAIL BY OVERNIGHT/EXPRESS MAIL. Texas Commission on Environmental Quality Texas Commission on Environmental Quality Storm Water Processing Center (MC228) Storm Water Processing Center (MC228) 0 P.O. Box 13087 12100 Park 35 Circle Austin TX 78711-3087 Austin, TX 78753 TCEQ Contact list: f J Application Processing Questions relating to the status and form requirements: 512/239-4671 l._ Technicuf Questions relating to the general -permit: 512/239-4671 Environmental Law Division: 512/239--0600 i Records Management for obtaining copies of forms submitted to TCEQ: 512/239-0900 Information Services for obtaining reports from program data bases (as available): 512/239-DATA (3282) I( Financial Administration's Cashiers office: 512/239-0357 or 512/239-0187 -Notice of Termination Process: A Notice of Termination is effective on the date postmarked for delivery to TCEQ. When your NOT is received by the program, the form will be processed as follows: I. Administrative Review: The form will be reviewed to confirm the following: ' • the permit number is provided • the permit is active and has been approved • the entity terminating the permit is the current permittee f a the site information matches the original permit record the form has the required original signature with title and date 2. Notice of Deficiency: If an item is incomplete or not verifiable as indicated above, a phone call will be made to the applicant to clear the deficiency. { A letter will not be sent to the permittee if unable to process the form. 3. Confirmation of Termination: A Notice of Termination Confirmation letter will be mailed to the o erator. General Permit (Your Permit) Coverage under the general Permit begins 48 hours after a completed N01 is postmarked for delivery to the TCEQ. You should have a copy of your general permit when submitting your application. You may view and print your permit for which you are seeking coverage, on the TCEQ web site www.tceq.state.tK.us General Permit Forms The Notice of Intent (NOI), Notice of Termination (NOT), and Notice of Change (NOC) with instructions are available in Adobe Acrobat PDF format on the TCEQ web site www.tcecL.state.tx.us Change in Operator An authorization under the general permit is not transferable. If the operator or owner of the regulated entity changes, the present permittee must submit i a Notice of Termination and the new operator must submit a Notice of Intent. The NOT and NOI must be submitted not later than 10 days prior to the ..B change in Operator status. TCEQ Central Registry Core Data Form The Core Data Form has been incorporated into this form. Do not send a core data form to TCEQ. After final acknowledgment of coverage under the general permit, the program will assign a Customer Number (CN) and Regulated Entity Number (RN). For Construction Permits, a new RN will be assigned for each Notice of Intent filed with TCEQ, since construction project sites can overlap with other Customers. The RN assigned to your construction project will not be assigned to any other TCEQ authorization. You can find the information on the Central Registry web site at https://www6.tceq.state.tx.us/epay/. You can search by the Regulated Entity (RN), Customer Number (CN) or Name (Permittee), or by your permit number under the search field labeled "Additional ID" Capitalize all letters in the permit number. I t TCEQ-20023 Instructions (02/06/2007) Page I The Customer (Permittee) is responsible for providing consistent information to the TCEQ, and for updating all CN and RN data for all changes occur. For General Permits, a Notice of Change form must be submitted to the program area_ Annual Weter Quality Fee: This fee is assessed to operators with an active authorization under the general permit on September I of each year. The operator will receive an invoice for payment of the annual fee in November of each year. The payment will be due 30 days from the invoice date. - 5 penalty will be assessed if the payment is received by TCEQ aver the due date. Annual fee assessments cannot be waived as long as the authoriza under the general permit is active on September 1. It's important for the operator to submit a Notice of Termination (NOT) when coverage under the general permit is no longer required. A NOT is � effective on the postmarked date of mailing the form to TCEQ. It is recommended that the NOT be mailed using a method that documents the data mailed and received by TCEQ. • Mailed Payments: You must return your payment with the billing coupon provided with the billing statement. • ePAY Electronic Payment: Go to https:/Avww6.toeq.state.tx.us/opay/ You must enter your account number provided at the top portion of your billing statement. Payment methods include Mastercard, Visa, and electrol. , check payment (ACH). A transaction over $500 can only be made by ACH. INSTRUCTIONS FOR FILLING OUT THE NOT FORM 1. TCE Issued Customer Number 2. Legal Name of Operator The operator must be the same entity as previously submitted on the on ' al Notice of Intent for the permit number provided. 3. Operator Mailing Address LC Provide a complete mailing address for receiving mail from the TCEQ. Update the address if different than previously submitted in the Notice of or Notice of Change. 4. Phone Number, Fax Number, and E-mail Address Provide updated contact information 1. Regulated Entity Reference Number (RN) 1 2. Site/Project Name/Regulated Entity Provide the name of the site as previously submitted in the Notice of Intent for the pcnnit number providedL ' 3. Site/Project (RE) Physical Address Provide the h 'cal address or location access description as ouslX submitted for the permit number provided. Indicate the reason for terminating the permit by checking one of the options If the reason is not listed then provide an attachment that explains reason for termination. Please read your general permit carefully to determinewhentoxerminate your permit Permits will not be reactivated after -submitting a terminatiol �i The termination is effective on the date ostmarked for delivery to TCE •:1Q�7�i ��rr 3♦ Yr 77V�1 a,*^n.. __ .c -- : ',-'. f+i� -. -.. i> ..-i ; r.1x_. -S'+r:.�:r-,f., " bear the 30 Texas Administrative Code (T The certification must an original signature of a person meeting signatory requirements specified under §305.44. IF YOU ARE A CORPORATION: � The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305.44(a)(1) (see below). Accol- this code provision, any corporate representative may sign an NOT or similar form so long as the authority to sign such a document has been delegate that person in accordance with corporate procedures. By signing the NOT or similar form, you are certifying that such authority has been deleg_�e you. The TCEQ may request documentation evidencing such authority. l! IF YOU ARE A MUNICIPALITY OR OTHER GOVERNMENT ENTITY: The regulation that controls who may sign an NOT or similar form is 30 Texas Administrative Code §305.44(a)(3) (see below). AceTvl ♦&.:......a_ _ -I.. .. ..4:.... -1—&-A-M....1 .. .....1 r. m.r:.,� ..ff'i ,,, .. Wni — ...ilor fur.*. Poi _ _1rh se try rity A0» r .... — to—.1—a, vu�y u a...... Is a..-- v .w v }1.......t.................................,..J ...6., ,....,....... .,...,......... w,. ...._.. _- — -__� _.__� , County Commissioner will be considered ranking elected officials. In order to identify the principal executive officer of your government entity, it be beneficial to consult your city charter, county or city ordinances, or the Texas statute(s) under which your government entity was formed. Ani ,L similar document that is signed by a government official who is not a ranking elected official or principal_ executive officer does not cons f TCEQ-20023 Instructions (02/06/2007) Page §305.44(a)(3). The signatory requirement may not be delegated to a government representative other than those identified in the regulation. By signing the NO] or similar form, you are certifying that you are either a ranking elected official or principal executive officer as required by the administrative code. Documentation demonstrating your position as a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions or need additional information concerning the signatory requirements discussed above, please contact the Texas Commission on Environmental Quality's Environmental Law Division at 5121239-0600. 30 Texas Administrative Code §305.44. Signatories to Applications. (a) All applications shall be signed as follows. (1) For a corporation, the application shall be signed by a responsible corporate officer. For purposes of this paragraph, a responsible corporate officer means a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision -making functions for the corporation; or the manager of one or more manufacturing, production, or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million (in second-quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. Corporate procedures governing authority to sign permit or post -closure order applications may provide for assignment or delegation to applicable corporate positions rather than to specific individuals. (2) For a partnership or sole proprietorship, the application shall be signed by a general partner or the proprietor, respectively. (3) For a municipality, state, federal, or other public agency, the application shall be signed by either a principal executive officer or a ranking elected official. For purposes of this paragraph, a principal executive officer of a federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., regional b administrator of the EPA). TCEQ-20023 Instructions (02/06/2007) Page 3 TPDES Storm Water Pollution Prevention Plan September 2009 6 APPENDIX III LOW RAINFALL EROSIVITY WAIVER FORM PARKHILL, SMITH &COOPER, INC. 01044509 ' Completing the Low Rainfall Erosivity Waiver for Storm Water Discharges Associated with Construction Activity under the TPDES Construction General Permit (TXR150000) Construction Site Operator Information eck boxes and Customer Reference Number hose boxes designate the operators status as a TCEQ "customer' ---in then words, an individual or business that is involved in an activity that we ulate. We assign each customer a number that begins with "CN; lowed by nine digits. This is not a permit number, registration umber, or license number. In the remainder of this section, we will use his customer' to mean the operator for Part A of the form. If this customer has not been assigned a Customer Reference i Number or if this number is unknown, check "New" and leave the i space for the Customer Reference Number blank. If this customer has already been assigned this number, enter the operators Customer Reference Number and: - Check "No Change" if all the remaining customer information is the i same as previously reported. However, you must still complete most blanks in this form for this notice of intent to be valid. - If this customers information has changed since the last time it was reported to the TCEQ, check neither box and complete the remainder of this notice of intent. Do not enter a permit number, registration number, or license number In place of the Customer Reference Number. ... , me 'ter the legal name of this customer as authorized to do business in 'exas. Include any abbreviations (LLC. Inc., etc.). ailing Address ter a central and general mailing address for this customer to receiver nail from the TCEQ. For example, if this customer is a large company, this dress might be the corporate or regional headquarters. On the other �nd, for a smaller business, this address could be the same as the site dress. If this is a street address, please follow US Postal Service standards. In brief, these standards require this information in this order: ■ the "house" number —for example, the 1401 in 1401 Main St in if there is a direction before the street name, the one- or two - letter abbreviation of that direction (N, S, E, W, NE, SE, SW, or NW) ■ the street name (if a numbered street, do not spell out the number —for example, 6th St, not Sixth St) ■ an appropriate abbreviation of the type of street —for example, St, Ave, Blvd, Fwy, Exwy, Hwy, Cr, Ct, Ln a if there is a direction after the street name, the one- or two -letter abbreviation of that direction IN. S. E, W. NE, SE, SW, or NW) ■ if there is a room number, suite number, or company mail code 1"Ity, State, and ZIP Code _rater the name of the city, the two -letter LISPS abbreviation for the state rr Jor example, TX), and the ZIP Code. (Enter the full ZIP+4 if you know it.) auntry Mailing Information f this address is outside the United States, enter the territory name, ._. untry code, and any non -ZIP mailing codes or other non-U.S. Postal rvice features here. If this address is inside fire United States, Leave ese spaces blank. rhone Number and Extension tas number should correspond to this customers mailing address given lier. Enter the area code and phone number here. Leave "Extension" nk if this customer's phone system lacks this feature. !' x Number rs number should correspond to this customers mailing address given € - flier. Enter the area code and fax number here. � Fmail Address with the mailing address, this should be a general address that is propriate for e-mail to this customer's central or regional headquarters, if applicable. I 1 i TCE©-20064-Instructions (04/031 If "No Change" was checked for this customer, you may skip the rest of the fields In this part of the form and continue to the next part of the NOL Type of Operator Check oniv one box Check ... It this customer... Individual is a person and has not established a business to do whatever causes them to be regulated by us. Sole is a business that is owned by only one person and Proprietorship— has not been incorporated. This business may: D.B.A. be under file persons name • have its own name ("doing business as," or d.b.a.) • have any number of employees Partnership is a business that Is established as a partnership as defined by the Texas Secretary of States Office. Corporation meets all of these conditions: • is a legally incorporated entity under the laws of any state or country is recognized as a corporation by the Texas Secretary of Slate has proper operating authority to operate in Texas. Federal, state, is either an agency of one of these levels of county, or city government or the governmental body itself (if a utility government (as district, water district, tribal government, college appropriate) district, council of governments, or river authority, check 'Other' and write in the specific type of government.) Other Tits none of the above descriptions. Enter a short description of the type of customer in the blank provided. Independent Operator? Check "No" if this customer is a subsidiary or part of a larger company. Otherwise, check "Yes." Number of Employees Check one box to show the number of employees for this customers entire company, at all locations. This Is not necessarily the number of employees at the site named in this NOL Federal Tax ID All businesses, except for some small sole proprietors, should have a federal taxpayer identification number (TIN). Enter this number here. Use tto prefixes, dasfres, or hyphens. Individuals and sore proprietorsdo not need to provide a federal tax ID. State Franchise Tax ID Corporations and limited liability companies that operate in Texas are issued a franchise tax identification number. If this customer is a corporation or limited liability company, enter this number here. DUNS Number Most businesses have a DUNS (Data Universal Numbering System) number issued by Dun and Bradstreet Corp. If this customer has one, enter it here. B. Project 1 Site Information Check boxes and Regulated Entity Reference Number These boxes designate this site's status as a TCEQ "regulated entity" ---in other words, a location where an activity that we regulate occurs. We assign each regulated entity a number that begins with "RN," followed by nine digits. This is not a permit number, registration number, or license number. If this site has not been assigned a Regulated Entity Reference Number or if this number is unknown, check "New" and leave the space for the Regulated Entity Reference Number blank. If this site has already been assigned this number, enter the Regulated Entity Reference Number and: Page 1 of 2 Check "No Change" if all the remaining information is the same as previously reported. However, even if there has been no change, you must complete this section at least through 'E-mail Address" for this NO[ to be valid. • If this site's information has changed since the last time it was reported to the TCEQ, check neither box and complete the remainder of this notice of intent. Do not enter a permit number, registration number, or license number in place of the Regulated Entity Reference Number. Name Enter the name by which you want this site to be known to the TCEQ. Mailing Address Enter the specific mailing address for this site. If this is a street address, please follow the US Postal Service standards as described under "A. Construction Site Operator Information" on page 1 of these instructions. If the project 1 site's mailing address is the same as what is provided in Section A, you may enter 'Same as Section K. City, State, and ZIP Code Enter the name of the city, the two -letter LISPS abbreviation for the state (for example, TX), and the ZIP Code. (Enter the full ZIP+4 if you know it.) Physical Address Enter the physical address of the site itself. TCEQ staff should be able to use this address to find the site. Please follow the US Postal Service standards as described under "A. Construction Site Operator Information" on page 1 of these instructions. If the project 1 site does not have a physical address, enter "No Address". City, County, and ZIP Code Enter the name of the city, the county, and the ZIP Code. (Enter the full ZIP+4 if you know it.) This information must be provided even if you have entered "No Address" in the previous field. Location Access Description Enter a physical description of the location of the site based on highway intersections and/or permanent landmarks. Latitude and Longitude Enter the latitude and longitude of the site in either degrees, minutes, and seconds or decimal form. For help obtaining the latitude and longitude, go to: http:/Avww.tnrcc.state.tx.us/gis/drgview.html Standard Industrial Classification (SIC) Code and Activity Description Provide the SIC code that best describes the construction activity being conducted at the site. For help with SIC codes, go to: http:/Avww.osha.gov/oshstatsisleser.htmi In addition to the SIC code, you must also provide a description of the construction activity being conducted at the site. This may include such descriptions as: "Apartment Building Construction" or "Shopping Center Construction." Is the site located on Indian Country Lands? Check "Yes" only if the site is on a reservation or other areas designated by the federal government as Indian Country Lands. if not, check "No." Estimated Start and End Date Provide the date in which the construction activity will commence and the projected date in which the construction activity will be completed. The dates provided in this waiver must be used to calculate the R factor for the site. R Factor a 5 Check "Yes" if the calculated R Factor for the construction site is less than 5. If the construction site has an R Factor greater than or equal to 5, this waiver is not attainable and authorization to discharge storm water must be obtained by following the provisions in the Construction General Permit (TXR150000). Construction Disturbance Check "Yes" if the construction activity disturbs 5 acres or more, or construction activity is part of a larger common plan of development or that would disturb 5 acres or more. Otherwise, check "No." Only construction activities that disturb less than 5 acres are eligible for t waiver. If "Yes" is selected, this waiver is not attainable and authors t to discharge storm water must be obtained by following the provisidi .s the Construction General Permit (TXR150000). r .... Destination of Storm Water Discharge The storm water from your site eventually reaches a receiving water } such as a local stream or lake, possibly via a drainage ditch. The dischai may initially be into a municipal separate storm sewer system (MS4). Che the appropriate boxes for whether storm water is discharged into an .l you checked "Yes" to "An MS4?", then enter the name of the entity th operates the storm sewer --often a city, town, or utility district, but pos f6I another form of government. You must also provide the name of the water body that receives the d } from the constructlon site (a local stream or lake)_ Storm water may .; discharged directly to a receiving stream or via a storm sewer system. If known, please include the segment number if the discharge is to a classi water body. _ For a map that includes segment numbers, go to: a http.itwww.tnrcc.state.b(.ustwater/quality/datalindex.htmi f .., C. Contact Give all the relevant information for the person whom TCEQ can cd-.a there are questions about any of the information on this form--perhap. same person who completed the form. rlz ©. Certification The operator must sign and date this statement to validate this NOI. B sure to enter the full legal name of the person signing the form and f relevant title --for example, "Operator," "Operator's attorney, or "5 ;c Site Manager." Use the "Prefix" blank for such titles as Dr., Mr., or desired. Use the "Suffix" blank for such designations as Ph.D., Jr., r.: or J.Q., if applicable. ,. For a corporation, the application shall be signed by a responsible corporate officer. A responsible corporate officer means a preside secretary, treasurer, or vice-president of the corporation in charge of F principal business function, or any other person who performs siml or decision -making functions for the corporation; or the manager o more manufacturing, production, or operating facilities employing than 250 persons or having gross annual sales or expenditures excee $25 million (in second-quarter 1980 dollars), if authority to sign do has been assigned or delegated to the manager in accordance wit corporate procedures. Corporate procedures governing authority t permit applications may provide for assignment or delegation to applic corporate positions rather than to specific individuals. F For a partnership or sole proprietorship, the application shall be si a general partner or the proprietor, respectively. For a municipality, state, federal, or other public agency, the appli fu shall be signed by either a principal executive officer or a ranking official. For purposes of this application, a principal executive offs ,.� federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operati R- principal geographic unit of the agency (e.g. regional administrator E United States Environmental Protection Agency). i Questions? If you have questions about any of the information on this form, col ''0 Storm Water Program at 512/239-4671 or look for "Storm Water" a `c Web site: www.tceq.state.tx.us For help with calculating R Factors, go to: http:llwww.epa.govinpdeslpubslfact3-9. pdf T#-Cr% '7nnaA _ Inol-f.- lndln'Al Page r Low Rainfall Erosivity Waiver for Storm Water Discharges Associated with Construction Activity under TPDES General Permit (TXR150000) General Information and Instructions GENERAL INFORMATION Where to Send the WAIVER and other related forms: BY REGULAR U.S. MAIL BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Quality Texas Commission on Environmental Quality Storm Water Processing Center (MC228) Storm Water Processing Center (MC228) P.O. Box 13087 12100 Park 35 Circle Austin, TX 78711-3087 Austin TX 78753 TCEQ Contact list: Technical Application Processing roces s relating Questions to the general permit:status and form requirements: 51 �39-3700 or sor wM�t�tceq.state.tx.us ep@tcea.state,tx.us Environmental Law Division: 512/239-0600 Records Management for obtaining copies of forms submitted to TCEQ: 512/239-0900 Information Services for obtaining reports from program data bases (as available): 512/239-DATA (3282) FinanckLAdminist a ion's Cashier's office: 512/239-0357 or 5121239-0187 Waiver Process: When your Waiver is received by the program, the form will be processed as follows: 1. Administrative Review: Each item on the form will be reviewed for a complete response. In addition, the operator's legal name must be verified with Texas Secretary of State as valid and active (if applicable). The address(s) on the form must be verified with the US Postal service as an address receiving regular mail delivery. Never give an overnight/express mailing address. 2. Notice of Deficiency: If an item is incomplete or not verifiable as indicated above, a notice of deficiency (NOD) will be mailed to the operator. The operator will have 30 days to respond to the NOD. The response will be reviewed for completeness. 3. Acknowledgment of Coverage: An Acknowledgment Certificate will be mailed to the operator. This certificate acknowledges coverage under the general permit. -or- Denial of Coverage: If the operator fails to respond to the NOD or the response is inadequate, coverage under the general permit may be denied. If ji coverage is denied the operator will be notified. General Permit (Your Permit) Coverage under the general permit begins on the Estimated Start Date and ends on the Estimated End Date as entered in time Waiver. You should have a copy of your general permit when submitting your application. You may view and print your permit for which you are seeking coverage, on the TCEQ web site www.tce .state.tx.us General Permit Forms The Waiver, Notice of Intent (NOI), Notice of Termination (NOT), and Notice of Change (NOC) with instructions are available in Adobe Acrobat PDF format on tITF`T web site www.t tate.tx.us. Change in Operator An authorization under the general permit is not transferable. If the operator of the regulated entity changes, the present permittee must submit a Notice of Termination and the new operator must submit a new Waiver form. The forms must be submitted not later than 10 days prior to the change in 2prator status. TCEQ Central Registry Core Data Form The Core Data Form has been incorporated into this form. Do not send a core data form to TCEQ. Ater final acknowledgment of coverage under the general permit, the program will assign a Customer Number (CN) and Regulated Entity Number (RN). For Construction Permits, a new RN will be assigned for each Notice of Intent filed with TCEQ, since construction project sites can overlap with other Customers. The RN assigned to your construction project will not be assigned to any other TCEQ authorization. You can find the information on the Central Registry web site at www4.tccq,statc.tx.us/crpub. You can search by the Regulated Entity (RN), Customer Number (CN) or Name (Permittee), or by your permit number under the search field labeled "Additional ID". Capitalize all letters in the permit number. i The Customer (Pennittee) is responsible for providing consistent information to the TCEQ, and for updating all CN and RN data for all authorizations as than es occur. For General Permits a Notice of Change form must be submitted to the program area. 5 V TCEQ-20064 Instructions (3/0512008) Page 1 t INSTRUCTIONS FOR FILLING OUT THE WAIVER FORM .r 1. TCEQ Issued Customer Number (CN) TCEQ's Central Registry will assign each customer a number that begins with "CN," followed by nine digits. This is not a permit number, registration number, or license number. + If this customer has not been assigned a Customer Reference Number, leave the space for the Customer Reference Number blank - If this customer has ahtiadv been assijzned this number. enter the operator's Customer Reference Number in the space provided 2. Legal Name Provide the legal name of the facility operator, as authorized to do business in Texas. The name must be provided exactly as filed with the Texas Secretary of State (SOS), or on other legal documents forming the entity, that is filed in the cmmty where doing business. You may contact the SOS at 512/463-5555, for more information related to filing in Texas. If filed in the county where doing business, provide a copy of the legal documents name. 3. operator Mailing Address Provide a complete mailing address for receiving mail from the TCEQ. The address must be verifiable with the US Postal Service at www.usps.corn., fc regular mail delivery (not overnight express mail). If you find that the address is not verifiable using the USPS web search, please indicate the address is used by the USPS for regular mail delivery. 4. Phone Number This number should correspond to this customer's mailing address given earlier. Enter the area code and phone number here. Leave "Extension' blank if this customer's phone system lacks this feature. 5. Fax Number and E-mail Address This number and E-mail address should correspond to 2peratoes mailing address provided earlier. tional Information 6. Type of Entity Check only one box that identities the type of entity. Use the descriptions below to identify the appropriate entity type: A { Individual is a customer who has not established a business, but conducts an activity that needs to be regulated by the TCEQ. Sole Proprietorship— D.B.A. is a customer that is owned by only one person and has not been incorporated. This business may: + be under the person's name • have its own name ("doing business as," or d.b.a.) • have any number of employees Partnership is a customer that is established as a partnership as defined by the Texas Secretary of State's Office. Corporation the customer meets all of these conditions: is a legally incorporated entity under the laws of any state or country + is recognized as a corporation by the Texas Secretary of State • has proper operating authority to operate in Texas. Government- Federal, state, county, or city government (as appropriate) the customer is either an agency of one of these levels of government or the governmental body itself. L.1 Other is Estate, Trust, etc. the customer does not fit one of the above deacri ns. Enter a short description of the of customer in the blank providedL 7. Independent. Operator Check "No' if this customer is a subsidiary, of a larger company, or is a governmental entity. Otherwise check 'Yes.' 8. Number of Employees Check one box to show the number of employees for this customer's entire company, at all locations. This is not necessarily the number of employees a the site named in the NOI. 9. State Franchise Tax ID Number Corporations and limited liability companies that operate in Texas are issued a franchise tax identification number. If this customer is a corporation or limited liability commmv. enter this number here. Tax ID All businesses, except for some small sole proprietors, individuals, or general partaershipa should have a federal taxpayer identification number (I7N). Enter this number hero. Use no prefixes, dashes or hyphens. Sale etors individuals or general partnershia do not need to provide a federal tax T TX SOS Charter (filing) Number Corporations and Limited Partnerships required to register with the Texas Secretary of State are issued a charter or filing number. You may obtain farth information by calling SOS at 512/463-5555. DUNS Number Most businesses have a DUNS (Data Universal Numbering System) number issued by Dun and Bradstreet Corp. If this customer has one, enter it here. Provide the name, title and communication information of the person that TCEQ can contact for additional information regarding this application. TCEQ-20064 Instructions (3/05/2008 Page 2 M 1] 1,1111 1.�Regulated Entity Reference Number (RN) This is a number issued by TCEQ's Central Registry to sites (a location where a regulated activity occurs) regulated by TCEQ. This is not a permit number, registration number, or license number. • If this Regulated Entity has not been assigned a Regulated Entity Number, leave this space blank. • If this customer has been assigned this number, enter the operator's Regulated Entity Number. 2. Site/Project Name/Regulated Entity Provide the name of the site as known by the public in the area where the site is located The name you provide on this application will be used in the TCEQ Central Registry as the Regulated Entity. A new regulated entity number is assigned by Central Registry for each new construction Notice of Intent since the area under control of the operator may not be contiguous within a project site. 3. SitrlProject (RE) Physical Address Enter the complete address of where the site is located. This address must be validated through US Postal Service or your local police (911 service) as a valid address. Please confirm this to be a complete and valid address. In some rural areas, new addresses are being assigned to replace rural route addresses. Please do not use a rural route or post office box for a site location. If a site does not have an actual physical address that includes a street member and street name, enter NO ADDRESS for the street name. Then provide a complete written location access description. For example: 'The site is located 2 miles west from intersection of Hwy 290 & 11435, located on the southwest corner of the Hwy 290 South bound lane." This inchxies authorizations for construction projects such as highways and subdivision. Provide the city and ZIP code of the area where the facility is located This is information is required to complete the processing of your form. 4. Latitude and Longitude Enter the latitude and longitude of the site in either degrees, minutes, and seconds or- daimal form. FoM p obtaining-IM latitude and longitude, go to: www.log.BUte.tx.us/0a6kgview.html or www.tetraseiver.microsofLcom/advfuuL 5. Description of Activity Regulated In your own words, briefly describe the primary business being conducted at the site. (A description specific to what you are doing that requires this authorization - Do not the SIC s . Provide a complete mailing address to be used by TCEQ for receiving mail at the site. In most cases, the address is the same as the operator. If so, simply place a check mark in the box. If you provide a different address, please verify the address with USPS as instructed above for the operator address. 1. Indian Cuantry Lands If your site is located on Indian Country Lands, the TCEQ does not have authority to process your application. You must obtain authorization through EPA, RegimVl,Dallas. Do not submit this form. to TCEQ. 2. Standard ladustrlal Classification (SIC) code Provide the SIC code that best describes the construction activity being conducted at the site. Common SIC Codes related to construction activities include: 1521 Construction of Single Family Homes; 1522 Construction of Residential Bldgs. Other than Single Family Homes; 1541 Construction of Industrial Bldgs. and Warehouses;1542 Construction of Non-residential Bldgs. other than Industrial Bldgs. and Warehouses; 1611 Highway & Street Construction, except Highway Construction; 1622 Bridge, Tunnel, & Elevated Highway Construction; 1623 Water, Sewer, Pipeline & Communications, and Power Line Construction. For help with SIC codes, go to: wow v si .h 3. Estimated Start and Ead Date Provide the date in which the construction activity will commence and the_projected date in which the construction activity will be completed - provided in this waiver must be used to calculate the R Factor for the site. 4. R Factor <5 Clink Yes if the calculated R Factor for the construction site is less than 5. If the construction site has an R Factor greater than or equal to 5, this waiver is not attainable and authorization to discharge storm water must be obtained by following the provisions in the Construction General Permit TXR150000. 5. Eatlmated Area of Land Disturbed Check Yes if the construction activity disturbs 5 acres or more, or the construction activity is part of a larger common plan of development or sale that would disturb 5 acres or more. Otherwise, check No. Only construction activities that disturb less than 5 acres are eligible for this waiver. If Yes is selected, this waiver is not attainable and authorization to discharge storm water must be obtained by following the provisions in the Construction General Permit (T XR150000). 'Disturb" means any clearing, grading, excavating, or other similar activities. If you have any questions about this item, please call the storm water technical staff at 512 239-4671, 6. Discharge Information a. identify the water body where the storm water discharge or potential discharge will reach. b. Identify the classified segment number. Go to the link to find the segment number of the classified water body where wastewater will flow httpJlwww.tcea.state.tx.us/compGance/momitoring ater/qualityldata/w viewer/viewer.htr�fl. c. identify the MS4 Operator name if the storm water discharge is into an MS4. For assistance ou ma call the technical staff at 512/239-4671. ITCEQ-20064 Instructions (3/05/2008) rage 3 7. Edwards Aquifer Rule See maps on the TCEQ website to determine if the site is located within the Recharge Zone, Contributing Zone, or Contributing Zone within the Transition Zone of the Edwards Aquifer at If the discharge cr potential discharge is within the Recharge Zone, Contributing Zone, or Contributing Zone within the Transition Zone of the E j Aquifer, a site specific authorization approved by the Executive Director under the Edwards Aquifer Protection Program (30 TAC Chapter 213) is �- required before construction can begin. The general permit requires the approved Contributing Zone Plan or Water Pollution Abatement Plan to be inchuled as a part of the Storm Water Pollution Prevention Plan The certification must be answered "Yea' for coverage under the general permit. Faihrre to indicate 'Yes' to ALL of the certification items ma result in denial of coverage under the SSgral permit The certification must bear an original signature of a person meeting the signatory requirements specified under 30 Texas Administrative Code §305.44. IF YOU ARE A CORPORATION: The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305.44(a)(1) (see below). AccorYiin this code provision, any corporate representative may sign an N01 or similar form so long as the authority to sign such a document has been delegate that person in accordance with corporate procedures. By signing the NOI or similar form, you are certifying that such authority has been dole you. The TCEQ may request documentation evidencing such authority. j IF YOU ARE A MUNICIPALITY OR OTHER GOVERNMENT ENTITY: �s The regulation that controls who may sign an NOI or similar form is 30 Texas Administrative Code §305.44(a)(3) (see below). AccoA A this code provision, only a ranking elected official or principal executive officer may sign an NOI or similar form. Persons such as the City Mayc County Commissioner will be considered ranking elected officials. In order to identify the principal executive officer of your government entity, *l" be beneficial to consult your city charter, county or city ordinances, or the Texas statute(s) under which your government entity was formned. An similar document that is signed by a government official who is not a ranking elected official or p7`mcipal executive officer does not con .41 §305.41(ax3). The signatory requirement may not be delegated to a government representative other than those identified in the regulation. By sip the N01 or similar form, you are certifying that you are either a ranking elected official or principal executive officer as required by the admini code. Documentation demonstrating your position as a ranking elected official or principal executive officer may be requested by the TCEQ. If you have any questions or need additional information concerting the signatoryrequirements discussed above, please contact the Texas Commis on Environmental Quality's Environmental Law Division at 512/239-0600. A 30 Texas Administrative Code §305.44. Signatories to Applications. (a) All applications shall be signed as follows. (1) For a corporation, the application shall be signed by a responsible corporate officer. For purposes of this paragraph, a respon: corporate officer means a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or k person who performs similar policy or decision -making functions for the corporation; or the manager of one or more manufacturing, produ operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million (in second -quarto dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. Corporate proced governing authority to sign permit or post -closure order applications may provide for assignment or delegation to applicable corporate positi l � than -to -specific individuals. J (2) For a partnership or sole proprietorship, the application shall be signed by a general partner or the proprietor, respectively. (3) For a municipality, state, federal, or other public agency, the application shall be signed by either a principal executive offs ranking elected official. For purposes of this paragraph, a principal executive officer of a federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., regional t administrator of the EPA). TCEQ-20064 Instr-uc6ons (3/05C2008) Page 41 F Low Rainfall Erosivity Waiver for Storm Water T"Q Office Use Only Permit No.: wwft� -.00mam Discharges Associated with Construction RN: F�Mqvlw_ Activity under TPDES General Permit CN: 01000— TCEQ (TXR150000) IMPORTANT: -Use the attached INSMUMONS when completing this fbrm. eAfler completing this form, twe-the attached CUSTOWR CHECKLwr to make certain all items,am, do"Iete and accurate. Qrjaccinte ilems.M de1U;final :acknQNy1edpMeat orcoy�" under the genqraf�:.rmtt._ 1. If the Wlicant is 9EELq a customer with IM, what is the Customer Number (CN) issued to this CN 2. What is the full Leo Name of the applicant? (7he le al name must be spelled exactly as led with the Texas Secretary qfStafe, County, or in the legal docwnentJbnn!!SK the entity) 3. VAmt is the applicant's mailing address as recognized by the US Postal Service? AddAddress: —Puite No -/Bldg. No./Mail Code: City: State: ZIP Code: Country Mailing Information if outside USA). Country Code: Postal Code: 4. Phone No.: Extension: 5. Fax No.: E-mail Address: 6. Indicate the type o ones: Individual SoleCorporationfietorship-D.B-A.E]Limited Partnership Corporation Federal Government E]General Partnership State Government County Government City Government ther- Other: 7. Independent Operator UYes No (If pvmm=W entity, subsi&ary, or part of a larger corporation, check 'No".) S. Number of Employees: U 0-20; LJ21-100; LJ101-250; U251-500; or LJ501 or. higher 9. Customer Business Tax and Filing Numbers {This item is not applicable to Individuals, Government, GP or Sole Proprietor.) _ REQUIRED for CAmpornoons and Limited Partnerships State Franchise Tax ID Number Federal Tax ID: TX SOS Charter QlinQ Number. DUNS Number if irnown Ski If TCEQ needs additional information regarding this application, who should be contacted? I. Name: Title: company: 2. Phone No.: Extension: 3. Fax No.: E-mail Address: 2 1. TCEQIssued REReference N=Avr(RN)(if available): RN 2. Name of Project or Site (the mom as known by the community where this facilitylpmject is located): (example: phase and name of subdivision or name of project that's unique to the site 3. Physical Address of Project or Site: (enter in spaces below) Street Number. Street Name: City: ZIP Code: County (Counties if >1): 4. If no physical address (Street Number & Street Name), provide a written location access description to the site: (Ex.: phase I of Woodland subdivision located 2 miles west from intersection of Hwy 290 & IH35 accessible on Hwy 290 South) S. Latitude-, N Longitude: W 6. YAW is the primary business of this entity? In your own words, briefly describe the primary business of the Regulated Entity: (Do not repent the SIC and NAICS code) 7. What is the mailing address and contact information for the regulated entity? Is the RE mailing address the same as the Operator? Yes, same as Operator address [3N% provide the address Street Number- [ Street Nam: City: State: I ZIP Code: TCEQ-20064 (3/05MM) Page 1 1. I certify that the pin If No, Lou must obtain 2. The Standard Indus is not located on Indian Country Lands? L, j Yes ition throes EPA, Region Vl. is the Fstimated Start to: (SIC) code is (see instructions for common 4. Does the construction site, based on its location If No. this waiver cannot be obtained. 5. Will the construction site disturb an area of five that would disturb an area of five or more acres? If Yea, this waiver cannot be obtained. Information What is the Estimated End Date: and time frame for completion, have an R Factor < 57 LjYes 0 No or more acres, or is the construction site part of a larger common plan of development or sal Yes Q No a. What is the name of the first water body to receive the storm water runoff or potential runoff from the site? b. What is the segment number(s) of the classified water body(s) that the discharge or potential discharge will eventually reach? c. Is the discharge into an M54? Ll Yes Ll No If Yes, what is the name of the MS4 Operator? Note: The general permit requires you to send a copy of the NOI to the MS4 Operator. _ 7. Is the discharge or potential disch2ge within the Recharge Zone, Contributing Zone, or Contributing Zone within the Transition Zone of the Edwards Aquifer? ❑Yes Lj No If the answer is Yes, please note that a copy of the agency approved Plan required by the Edwards Aquifer Rile (30 TAC Chapter 213) must be included in the Storm Water Pollution Prevention Plan - Check .............. 'Yes" to the certifications below. Faihure to indicate 'Yea' to ALL items may result in denial of coverage under the general permit. I certify that I have obtained a copy and understand the terms and conditions of the general permit TX I50000. Byes Yes I certify that the activities at this site qualify for coverage under the general permit TXI50000. I understand that construction activities at this site shall occur within a time period in which the erosivity factor (R Factor) is less than 5, and if construction activities continue past the end date provided in this form, a new R factor must be calculated based on the initial start date and a new end date. If the R Factor is greater than or equal to 5, all applicable sections of the general permit must be followed. 0 Yes I understand that a Notice of Termination (NOT) must be submitted when this authorization is no longer needed. Byes Yes I understand that permits active on September I st of each year will be assessed an Annual Water Quality Fee. Typed or printed name Title certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system # designed to assure that qualified-porso l property gather and evaluate -the -Formation -submitted. -Based on my inquiry of the person or -persons 7 who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. authorized under 30 Texas Administrative Code .44 to sign and submit this document, and can vide I further certify that i am $� !� � pro documentation in proof of such authorization upon request. Signature: Date: (Use blue ink) r TCEQ-20064 (310512008) Page i TPDES Storm Water Pollution Prevention Plan September 2009 APPENDIX IV " CONSTRUCTION INSPECTION FORM PARKHILL, SMITH & COOPER, INC. 01044509 SWP3 INSPECTION REPORT Date of Inspection: Name(s) and Qualifications of personnel making the inspection: Summary of the Scope of the Inspection: �= Major Observations Relating to the Implementation of the SWP3: Incidents of Noncompliance: r I certify that this facility is in compliance with the SWP3 and the TPDES General Permit TXR 150000. Signature Date Printed Name �... 1 TP©ES Storm Water Pollution Prevention Plan I September 2009 APPENDIX V CONSTRUCTION SITE NOTICE FORMS t. PARKHILL, SMITH & COOPER, INC. 01044509 SMALL CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality (TCEQ) Storm Water Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part H.E.2. of the TCEQ General Permit -Number TXR150000 for discharges --of storm water runoff from small construction sites. Additional information regarding the TCEQ storm water permit program may be found on the internet at: hqp://www.teN.state.tx.us/nay/pennits/wg construction.html Operator Name: Contact Name and Phone Number: Project Description: Physical address or ]description of the site's location, estimated start date and projected end date, or date that disturbed 11 oils will be stabilized of Storm Water Pollution Prevention Plan: For Small Construction Activities Authorized Under Part H.E.2. (Obtaining Authorization to Discharge) the following certification must be completed: I (Typed or Printed Name Person Completing This Certification) certify under penalty of law that I have read and understand the eligibility requirements for claiming an authorization under Part H.E.2. of TPDES General Permit TXR150000 and agree to comply with the terms of this permit. A storm water pollution prevention plan has been developed and will be implemented prior to construction, according to permit requirements. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter an MS4. I am aware there are significant penalties for providing false information or for conducting unauthorized discharges, including the possibility of fine and imprisonment for knowing violations. Signature and Title Date Date Notice Removed MS4 operator noted per Part HY, 3. ■ate �rrt� � a SMALL CONSTRUCTION SITE NOTICE: LOW POTENTIAL FOR EROSION FOR THE Texas Commission on Environmental Quality (TCEQ) Storm Water Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part ILEA. of the TCEQ General Permit Number TXR150000 for discharges of storm water runoff from small construction sites automatically authorized based on low rainfall erosivity. Additional information regarding the TCEQ storm water permit program may be found on the internet at: http1/www.tceg.state.tx.us/nay/permits/wg construction.html Operator Name: Contact Name and Phone Number: Project Description: (Physical address or description of the site's location, estimated start date and projected end date, or date that disturbed soils will be stabilized) For Small Construction Sites Authorized Under Part H.E.I., the following certification must be completed: 1 (Typed or Printed Name Person Completing This Certification) certify under penalty of law that I have read and understand the eligibility requirements for claiming an automatic authorization based on low rainfall erosivity under Part ILE.1. of TPDES General Permit TXR150000 and agree to comply with the terms of this permit. Construction activities at this site shall occur within a time period listed in Appendix A of the TPDES general permit for this county, that period beginning on and ending on . I understand that if construction activities continue past this period, all storm water runoff must be authorized under a separate provision of the general permit. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter an MS4. I am aware there are significant penalties for providing false information or for conducting unauthorized discharges, including the possibility of fine and imprisonment for knowing violations. Signature and Title F I Date Date Notice Removed i &4 operator notifiedper Part H.F.3. Did you complete everything? Use this checklist to be sure! Are you ready to mail your form to TCEQ? Go to the General Information Section of the Instructions for mailing addresses. Customer GP Waiver Checklist TXRI50000 This checklist is for use by the operator to ensure a complete application. Missing information may result in denial of coverage under the ermit. See Waiver Process description in the Instructions ❑ Application Fee was sent to TCE 's Cashiers's Office and the check information is listed,or the SPAY paynwrit voucher is attached. OPERATOR INFORMATION - Confirm each item is complete: I ❑ Customer Number (CN) issued by TCEQ Central Registry Legal Name as filed to do business in Texas (Call TX SOS 5121463-5555) ❑ Operator Mailing Address is complete & verifiable with LISPS. www.mWs.com ❑ Phone Numbers/E-mail Address ❑ Type of Operator (Entity Type) ❑ Independent Operator ❑ Number of Employees ❑ For Co rations or Limited Partnerships — Tax ID and SOS Filmg numbers Billing Address is complete & verifiable with USPS. www.usps.com REGULATED ENTITY (RE) INFORMATION ON PROJECT OR SITE - Confirm each item is complete: d ❑ Regulated Entity Reference Number (RN) (if site is already regulated by TCEQ) ❑ Site/Project Name/Regulated Entity ❑ Site/Project (RE) Physical Address Please do not use a rural route or post office box for a site location ❑ Latitude and Longitude www.!M.state.tx.mstgis/drgyiew.htnfl or www.ten-aserver.microsoft.com/advfind.aspx. ❑ Business description Site Mailing Address checked same as operator or com lete & verifiable with USPS. com GENERAL CHARACTERISTICS - Confirm each item is complete: d ❑ Indian Country Lands —the facility is not on Indian Country Lands ❑ Standard Industrial Classification (SIC) code www.osha.gov/oshstats/Sicwr.httnl ❑ Estimated Start and End dates ❑ R Factor is <5 ❑ Acres disturbed is <5 and is not a part of common plan of development or sale where total acres disturbed in 5 or more acres Discharge Information(receiving water body, sqpnent no. and MS4 O erator CERTIFICATION ❑ Certification statements have been checked indicating "Yes" ❑ Signature meets 30 Texas Administrative Code (TAC) §305.44 and is original and has been provided for the Operator. TCEQ-20064 Checklist (3/05/2008) Page 1