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Home My WebLink AboutContract 40535CITY SECRETARY , t " 3 CONTRACT NO. 'tU5 5 SPECIAL CONTRACT DOCUMENTS FOR • WESTERN HILLS LIFT STATION REPLACEMENT PROJECT WATER PROJECT NO.: 01316 MICHAEL J. MONCRIEF MAYOR DALE A. FISSELER, P .E .. S. FRANK CRUMB, P.E., DIRECTOR WATER DEPARTMENT CITY MANAGER PREPARED BY WATER DEPARTMENT OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX . Page 1 of2 Official site of the City of Fort Worth , Texas CITY COUNCIL AGENDA FORT WORTH ~ COUNCIL ACTION: Approved on 5/18/2010 DATE: 5/18/2010 REFERENCE NO.: **C-24234 LOG NAME: 60WESTERN HILLS LS CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Authorize a Contract in the Amount of $310,922 .00 with Laughley Bridge & Construction, Inc., for the Western Hills Lift Station Replacement Project (COUNCIL DISTRICT 3) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Laughley Bridge & Construction, Inc., in the amount of $310,922.00 for the Western Hills Lift Station Replacement Project. DISCUSSION: The existing Western Hills Sewer Lift Station is located at 2717 Glenrock, which is just south of Interstate 30, between Cherry Lane and Las Vegas Trail. In 1968, the Western Hills Lift Station was constructed to provide sewer service to the Western Hills Addition , a development consisting predominantly of apartments. The lift station currently serves an area of about 50 acres , with recent developments adding to the base load on the station . The existing station requires significant maintenance in order to prevent sanitary sewer overflows. Maintenance activity often includes cleaning out the pumps , which are susceptible to clogging, resulting in a significant amount of staff call outs. The new lift station will be located across the street from the existing station , in order to keep the existing station in service during the construction of the new station . The new lift station will include a larger wet-well, new submersible pumps, new piping and electrical gear. In addition , a radio supervisory control system will provide for real-time monitoring of the station . Once the new station is completed, the existing station will be removed. The project was advertised for bid in the Fort Worth Star Telegram on March 11 and March 18, 2010. On April 8 , 2010, the following four bids were received: BIDDER TOTAL BID lcoNTRACT TIME I Laughley Bridge & Construction i310,922.00 11 so Calendar Daysi Conatser Construction TX, LP i361,960.00 J.S. Haren Company $417,000.00 Steve Dake Construction $420,874.00 In addition to the contract cost, $15 ,000 .00 is provided for project contingencies and $15 ,000.00 is provided for staff inspection. Laughley Bridge & Construction , Inc., is in compliance with the City's M/WBE Ordinance by committing to eight percent M/WBE participation. The City's goal on this project is eight percent. This project is located in COUNCIL DISTRICT 3. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital , /apps .cfwnet.org/council_packet/mc _review.asp?ID= 13457&councildate=S/18/2010 6/10 /2 010 'f\1 &_ Review Page 2 of2 budget, as appropriated , of the Sewer Capital Projects Fund . TO Fund/Account/Centers FROM Fund/Account/Centers P275 541200 703310131683 $310,922 .00 Submitted for City Manager's Office by: Originating Department Head: Additional Information Contact: ATTACHMENTS 60WESTERN HILLS LS MAP.pdf Fernando Costa (6122) S . Frank Crumb (8207) Chris Harder (8293) ./ /apps .cfwnet.org/council_packet/mc _review.asp?ID=l 3457&councildate=S/18/201 O 6/10/2010 FORT WORTH ADDENDUM NO. 1 WESTERN HILLS LIFT ST A TION REPLACEMENT PROJECT FORT WORTH WATER DEPARTMENT Capital Project No. 01316 Date Issued: April 5, 2010 Bid Date: Thursday, April 8 1h, 2:00 PM The Special Contract Documents for the "Western Hills Lift Station Replacement Project", for which bids are to be submitted to the City of Fort Worth, Texas, are hereby clarified and modified by this Addendum No. 1. Bidders must acknowledge receipt of this Addendum on the Proposal -Part B and on the Bid Envelope. SPECIFICATIONS 1. Under the Submersible Pumps Section 11316 1.04 , revise the minimum shutoff head of the pumps provided to be 90 feet, instead of 100 feet. 2. Under Odor Control Section 11370, revise as follows: a. Revise minimum drum capacity from 200 gallons to 150 gallons b. Revise blower airflow requirements to 300 cfm c. Provide a minimum of 10 cubic feet of dry scrubbing media 3. Under the Wetwell Interior Coating Section 09901, 2.03, revise to include Standard 4553 Epoxy Coating as approved equal, installed in accordance with Section 09901 . WATER DEPARTMENT PRODUCTION DIVISION THE CITY OF FORT WORTH * 1511 11TH AVENUE * FORT WORTH, TEXAS 76102 (817) 871-8258 * FAX (8 17) 871-8410 0 Printed on recycled paper 4. Under the Wetwell Interior Coating Section 09901 , 2.03 , revise to include Tnemec Perm-Shield System as approved equal. Coating system shall be three part, consisting of Series 218 Mortarclad applied at 1/16", followed by Series 436 applied at 60 to 80 mils DFT, followed by Series 435 applied at 20 mils OFT. Product shall be applied by an approved applicator, certified by Tnemec. DRAWINGS 1. Refer to Sheet 8 of 12. Revise wetwell vent pipe diameter from 6" to 8". END OF ADDENDUM #1 WESTERN IIILLS LIFT STATION REPLACEMENT PROJECT Chris P . Harder~ P.E. FWWD Project No. 01316 March) 2010 Fort \Vorth \Vater Department 1000 T ln·ockmorton Street Fo1t Worth, Texas 76102 Joseph .I. Kotrla, P.E. McCrea..ry & Associates, Inc. 6310 LBJ Freeway; Suite 217 Dallas~ Texas 75240 Finn No . F -338 TABLE OF CONTENTS WESTERN HILLS LIFT STATION REPLACEMENT PROJECT PART A PARTB PARTC PART CS PARTD PARTE NOTICE TO BIDDERS Notice to Bidders Special Instructions to Bidders PROPOSAL Proposal M/WBE Specifications GENERAL CONDITIONS SUPPLEMENTARY CONDITIONS SPECIAL CONDITIONS TECHNICAL SPECIFICATIONS City of Fort Worth Material (E-1) and Construction (E-2) Specifications from the FWWD, not included herein) DIVISION 1 - Item 01010 Item 01025 Item 01040 Item 01051 Item 01300 Item 01310 Item 01320 Item 01370 Item 01410 Item 01430 Item 01500 Item 01600 Item 01651 Item 01700 Item 01720 Item 01750 DIVISION 2 - Item 02010 Item 02121 Item 02150 Item 02200 Item 02212 Item 02220 GENERAL REQUIREMENTS Summary of Work Measurement and Payment Coordination Grades , Lines , and Levels Submittals Construction Schedules Progress Reports Schedule of Values Testing Laboratory Services Operation and Maintenance Data Temporary Facilities and Controls Material and Equipment Testing and Startup Contract Closeout Project Record Documents Warranties and Bonds SITE WORK Subsurface Investigation Clearing and Grubbing Lift Station Demolition Perimeter Fence Finish Grading Structural Excavation, Fill, and Backfill Item 02223 Item 02930 Item 02950 DIVISION 3 - Item 03100 Item 03200 Item 03250 Item 03300 Item 03605 Item 03700 DIVISION 5 - Item 05120 Item 05500 Item 05501 DIVISION 9 - Item 09900 Item 09901 DIVISION 11 - Item 11065 Item 11316 Item 11350 Item 11360 Item 11370 DIVISION 15 - Item 15060 Item 15070 Item 15100 Item 15140 DIVISION 16 - Item 16010 Item 16110 Item 16120 Item 16199 Item 16210 Item 16310 Item 16410 Item 16450 Item 16910 Trench Safety System Seeding and Revegatation Silt Fence CONCRETE Concrete Formwork Concrete Reinforcement Concrete Joints and Embedded Items Cast-In-Place Concrete Non-Shrink Grout Flowable Fill METALS Structural Steel Miscellaneous Metal Anchor Bolts , Expansion Anchors, Inserts FINISHES Painting W etwell Interior Coating EQUIPMENT Submersible Sump Pump Submersible Pumps Aluminum Access Hatches , Appurtenances Valve Vault Grating Odor Control Unit MECHANICAL Plastic Pipe and Fittings Ductile Iron Pipe and Fittings Valves and Appurtenances Supports and Hangers ELECTRICAL Electrical General Provisions Raceways Wire and Cable Miscellaneous Electric Utility Service Instrument Control Panel Underground Grounding Systems Instrumentation PARTF PARTG G-100 PARTH APPENDIX "A" APPENDIX "B" APPENDIX "C" APPENDIX "D" BONDS AND INSURANCE Certificate of Insurance Performance Bond Payment Bond Maintenance Bond Contractor Compliance with Workers Compensation Laws CONTRACTS Contract PROPERTY SELECTED STD. DETAILS FROM FWWD GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS GEOTECHNICAL REPORT EXECUTED ELECTRICAL SERVICE AGREEMENT RECORDED LIFT STATION EASEMENT NOTICE TO BIDDERS Sealed bids for the Western Hills Lift Station Replacement Project, will be received at the office of the Purchasing Manager until 1:30 P.M., Thursday, April 8t\ 2010 and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Documents for this project may be obtained at the Water Department, Municipal Building, 1000 Throckmorton Street, Fort Worth , Texas 76102. One set of documents will be provided at no cost to prospective bidders. General Contract Documents and General Specifications for Water Department projects, dated January 1, 1978, with the latest revisions, also compromise a part of the Contract Documents for this project and may be obtained by paying a non-refundable fee of $50.00 for each set, at the office of Water Department, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. All bidders must be pre-qualified with the City of Fort Worth Water Department a minimum of seven (7) days prior to bid opening. Bid security is required in accordance with the Special Instructions to Bidders. A pre-bid conference will be held at 10:00 AM on Thursday March 25th, 2010, at the South Holly Water Treatment Plant SCADA Conference Room, 1511 11th Avenue, Fort Worth, Texas, 76102. The Engineer will transmit to all prospective bidders of record such Addenda as he considers necessary in response to questions arising at the pre-bid conference. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Water Department at 817-392-8293. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of ninety (90) days from the date the bids are received. For additional information, contact Chris Harder, P.E. 817-392-8293. Advertising Dates: March 11, 2010 March 18, 2010 SPECIAL INSTRUCTIONS TO BIDDERS 1) PREOUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to s ubmitting bids. This prequalification process will establish a bid limit based on a technical evaluation and fmancial analysis of the contractor. It is the bidder 's responsibility to submit the following documentation: a current fmancial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem n eces sary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids . a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the fmancial status to the submitting company . This statement must be current and not more than one (1) year old . In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received . c) The Director of the Water Department shall be the sole judge as to the acceptability for fm ancial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. f) Any propo sals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (fmancial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount ofnot less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded . To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current US. Treasury List, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (1 /10) the total capital and surplus. 3 . BO NDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. 4 . WAGE RATES: Not less than the prevailing wage rates established by the City ofFort Worth, Texas, and as set forth in the Contract Documents must be paid on this project. 5. AMB IGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6 . BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City ofFort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in located . "Nonresident bidder" means a bidder whose principal place of business is not in this state , but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state . This provision does not apply if this contract involves federal funds . The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8 . PAYMENT: If the bid amount is $25,000 .00 or less , the contract amount shall be paid within forty- five (45) calendar days after completion and acceptance by the City . 9 . AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms , conditions or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members , agents, employees , subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with AD A's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business · enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRlME CONTRACTOR W AIYER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate . The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City . Failure to comply shall render the bid non-responsive. Upon request, the Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or women business enterprise (WBE) on the contract and payment thereof. Contractor further agrees to pennit any audit and/or examination of any books, records, or files in its possession that will substantiate the actual work perfonned by the MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation of facts ( other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. 12. ADDENDA: Bidders wanting further information, interpretation, or clarification of the Contract Documents must make their request in writing to the Fort Worth Water Department Engineering Services at least 96 hours prior to the Bid Opening. Answers to all such requests will be bound and made part of the Contract Documents, or should the bidder be in doubt to their meaning, the bidder should at once notify the Fort Worth Water Department Engineering Services in order that a written addendum may be sent to all bidders. Any addendum issued will be mailed, faxed, e-mailed or delivered to each prospective bidder. The bid proposal as submitted to the bidder must be so constructed as to include any addenda issued by the Fort Worth Water Department, prior to 24 hours of the opening of bids with appropriate recognition of addenda so noted in the bid proposal. ~I ~I _\ ti I 'lJ PART B -PROPOSAL This proposal must not be remo ved from this book of Contract Documents. -To: Da le Fis sel er City Manager Fort Wmih, Texas PROPOSAL FOR: The inst allation of a new submersible pump sanitary sewer lift station with connections to the existing collection system, and abandonment and demolition of the existing Western Hills sanitary sewer lift station. PROJECT NAME: FORT WORTH WESTERN HILLS LIFT STATION REPLACEMENT PROJECT . Water Department Project No. 01316 Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, speci~L contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the pre vailing conditions, hereby proposes to do all the work , furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to full y complete the w ork as provided in the Plans and Special Contract Documents and subj ect to the inspection and approval of the Director of the W ater Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: Fort Worth W ater Dept. B-1 Proposal ------I- '11 _I ~l CITY OF FORT WORTH -WESTERN HILL LIFT STATION REPLACEMENT 11 ... 1 •. Item Approx. Unit Description of Item with Unit Unit Price Amount Bid "'1 No. Quantity Price Written in Words Bid (Furnish and instag, including all appurtenant work, ,c,gmplet¥ ip place,_theJollowing ~.'-_ .-;. ------'---+---.i-';--te_m_s"')_,____ _ , I 1 ! 1 \ LS I Lift Station Site Work and I · 1 I Landsc~ping I ~-~ ·-y-,,\.r-....--<--11 ___ · 1 -r.,.,'"'·'"-=·':od Dollars J , I and vc..0 Cents \ 1 \ _________ ! __________________ ] ! Per Unit i $ 23 o z:,c, I $ -z...3 . ., cc ~·. 12 11 [ LS -1 ~~=j;;;;~~;~· ............ ,.. -~ • ··1 I .5'\x /t,_,~:_.d ,-~.,,1 C ~--Dollars \ 1 i \. i and ''--~ Cents . ; --1· .... ___________ l_~-~~~~~t _______ ------------------------_____ I$ _ (7,~c;.~='. I $ 1_71 &o o \ I LF i Trench and Excavation Safety ' ' !----------' I and .-0 ~ Cents 1 i 3 i 300 l • I o" ~'---Dollars \ 11 1. __ _J ___________ J ______________ \ .. ?. .. ~E.Y.!:.~~-----·-------·--------·-·---------------IJ______ -==· ..... 1 $ __ -::!DO I 4 I 52 j SY I Reinforced Concrete Driveway \ I --1 ' ' I j -~l, , ri-.,; 5 ,,x Dollars I I : and ~' Cents 1 1 , \ Per Unit I $ 3 C., \ S ! 100 I LF I Asphalt Pave~~-;t·R~p-;i;-·-------------·-(·--.. """"""==- I l ! 1 ·F',.;.r L-/ Dollars \. · I , I I and fl.. ° Cents \ I I \ I Per Unit \ $ t/ c, ~ ·----------' ·-·-------------·--·-·----------------------·-·--··-----------·-----------------·--------------·--·--··-------------·---·---·--··---------·----J-................................ . i 6 1 120 I LF I Perimeter Fence 1 I I I . I '!T"1,, r"~-1 /:::. r Lt:'C.... Dollars I I and ' .. .,.._= Cents i i I \ Per Unit ! $ .3.5"' 0-------------; ....................................... [------------·-------·---:-----------------------------------------------------·-------------------------------····----------·---·----I 7 j 1 J LS j Underground Piping \ I I I \ &"L.e"Vc'"""7,j ;t·cc ,,,.~_./ Dollars I ! I I and J'-C Cents I I i ; : I \ $ I 9 72.. ·"""""'---·-· ·-···· ····-·--··'. $ '-/ 1;DD .-_ ..... I . .... . .................... j ' I ~: I I \ I Per Unit \ $ //; c oO I 1$ I I cco ,.. ! ---.i ... ······· ···-·-·\ l 8 i 3 i EA i 4' Diameter Sewer Manholes i ---.,,_ ---- ! I I ! \ 1 1 1 . ! i ~n:.~ 1L,\,_C-·..> ~-U Dollars i i i I *<1------ ! and "'-"' Cents i I ! ------L ___________ l -_ --1-p et' lfait ...... ." ....................... __________________ _J _ $ s; DC>D .. -~ -1-_ $-_ -__ -!-,--t,,-LJ+-=-~-(~-'.-~-----1-.J ---- ~I • .I Fort Worth Water Dept. B-2 Proposal ; , ~ , , , , ~: I I'. i1 I i ! l\ . 1 . ---·-. ---------·· . --, ·--·---·-·-···-·-··--···-·--··-··-·. ---·--·--·------···-------·---···-··--·-···-··-··-·······-·-···--·---··-·-·-··--·-----·-··, ------·------------1 I 9 \ 1 i LS . I Remforced concrete wetwell and \ \ I I I I valve vault. I I I I \ ' +,---, .1.. n fal 1 ; 1 , i , 't 1--, <, .... ; --P... ..--"'""--ry~.~="-:Y-11:illars ! i 1 : I ; I {.._ ' . I I I I I and · v ~..:, C ents , 3J c cu \ · j ' I p u ' ; • / .-1 .-, ] CJCQ 1 ! ! \ er mt _ _ ! l,.Z 1~ \Q · .. -=,. ,i $---.) --7 --I -- 10 ,--g·s·o··------~ ... f SF ' 1 ! W~ ;;~-d-~an'i~~~--i-~t~;i~~---·----·-··@·f . ----------. -----i j ' coating system -;=-, F--rcc-Y Dollars -'-----~-----I s- and A/ z> Cent s I ---------$ -'1 roe ! 1 I Per Unit ; ---------·-1••-mHO-HHHHOHO•HHOO•mHHHH•HHn•-•••-•H•••mH OO-oO-HHO-HOOHH•-•HOOOHOH-OHOH-HHH-HO_H ____ H ___ ' .. ---·--·--··-·-·-·-HHHHO -OmHOH -HH•f ,, ..... ____ HmHOHH-OH-H•HOO-HHHO ___ , 11 ! 1 I LS Valve Vault Grating and Hardware ' I . $ '7 SO <-~ I ···································· --... 1 I j l ;:~ Unit v ~ Cents j $ ~ 3-00 f 12 j 1 I LS 1··-Alu~i~~m AZ~~-;~--H;t~hes and . i i Ladder Assemblies j hu-... J -1 P, '--<-k_.,.~{./Doll~rs , I I i and ,~ Cents I I I I . I Per Unit I $ z:;-;:::,,o --····--·-···--·----···-·-·-------·-------.. ----·--" --·--·-··---·-------··-···----····-·-·---···--·---·---··-··--·--··-··-··------·-·l·--·-··-,=,,,;,,.,,...=-- . 13 \ l I LS I WetwellNalve Vault Piping j ! ! i I 1 j / ' ;/D 11 1 I n , ,,,., ...... i.-1 ·-r-~.:o · , " '" .. t---.J o ars I I $ I I and ' 2-·"c.' Cents , 1 J Per Unit i $ 9 z_cc., --\ $ Cj z._oc ...... -,l ............ . 14 1 1 I LS \ Valve Vault Valves & Accessories I ! -/ I ~ i X -i-=-~ ·-rt.-...;;.-:..:;"$ .;,,,...._/ \ ·F __ .. _....,_i::__h_.'-_''"'-C_J ...--_-_.~_( ___ Dollars I an d 11....--c C ents l ---j 1 , , I Per Unit $ ( G1 )-oo _ l $ _J __ ~ ,__-'C_C,~---' 1 15 ' 1 \ LS }J;.,ift Station Pumps and Accessories · ( cW 5 ~ ~ ~· M ··">-o/~_; "7'1 • .:;~,.r ,.~-j "-l-p.,.,r-,',z r.:pz..~·,:_ / 1 F r •'= A , . .,._j ,,__,_, ·' Dollars I and 1-v :::> Cents 1 s ->-; 3...-C:-°i:I r s--~,--eZ:. 1 16 1 1 : LS i ~:o~~:ntro!Unit , [ $:;~ l $ / ,.; .S":8:"9 1 I \o'l , ''l c.-.1--,, F , ~· C-t..u.'-"'l ~----1 Dollars i I- I and I h_C, Cents \. I 1 1 \ Per Unit i $ o / .)-oo $ q .5--0 1::, r·-·--·-·----··;···--·---···--·-··------;·-·-·---------· 1-·· .. ·---·--·---··-·-------·-·-····----·-··-··--· .... ·-·-·· .. ·------·-·--·-··--··-·····-· -·--· ,·-··-·· ·-· ··-· ·-·· ····· ··-··-· i · --l i 17 I 1 \ LS ! Lift Station Electrical, Controls,C I j , 1 1 .. _J i Hl-l.-and-Instr.u~entatiqn:'~1 :;:::-•• :.;_f-£/ I I 1 1 1 , , -5 ~-~=•-+r =· < 1,,-·1 ·· i ,,._ 1. -\ · I ' · ! -j:::.., J = '"' --"''-:i.. l..J Dollar s ! I); \ J,& I . and ,,a Cents \ (2 73£0 ,-:: -I ~. 7 3 . s.r O ~ i 1 I I I Per Unit I $ . :;~:rec $ ~<.:,--1 -----------------··-.. -------·--------·--·-···-···-.. ··· .. ····--······----·---------·-··--··-·--"-----·--... -----·--·--··-·----------·-·--·--·--.. --.. ,-.,-.. ···-~·---------.. -·-----·-·· ..... ---; .. -__ ,, __ _ Fort Worth Water D ept. B-3 Prop osal ,. -1 ' ' ' ' ' ' ,1 , , ' 1i8 I 1 l S I Electrical Rack and Foundation i . i ] i I I •.. )' ' I I 1 ; 1S,x, r: F:,v-c, }\ ...,.,,_J.,.=cr ) Dollars i ·1 -I I I I ! ! I and r-<..? Cents I \ 1,· Per Unit j i =i===kl==--==±::!!:::==:=== --1 $ C,,s-00 1--:S. <-Cy";°> _J I I \ Traffic Control Plan and ' \ 1 I Barricades I · h n-'"1.-) ..... (._...-c--J1,,..o-'-"5<---:iP Dollars Cents 1 and 1/'-° . ! _____ i ··-·-··-·········-·······_L····-···-__ __! __ ~-~~-~?.~_! _________ ·-·----·-·-·····-·-----·-·····--L$ ..... f.~. QC~ ...... IJ __ l?:-1 ~~~ ___ _] y tjz,i/' (_,.of' 'JI O/ ~, TOTAL AMOUNT BID PROPOSAL (Cont.) co ~ . ___;.,;;:-, $ 57 _· . v~ ~ ----z:;~l ~ .. , .. ,/ ...c.~ -~f-r--;__,·-~ ~&-,~ { 7 '°;;<> -p ·f t_/ e:, Z,C.> :;.-- Within ten (10 days after acceptance of this Proposal , the undersigned will execute the formal contr t and will deliver an approved Surety Bond and such other bonds as quired b the Contract Documents, for the faithful performance of the Contract. The a id security in the amount of 5% of the Total . Amount Bid is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Dep artment Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labo r organization, subcontractors, or employment agency in either · furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400 . (Complete A or B below, as applicable:) __ A. The principal place of business of our company is in the State of ___ _ Nomesident bidders in the State of , our principal place of business, are required to be __ percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. 1 11 J 1 B. The principal place-of b~siness of our company or our parent company ~ majority owner is in the State of Texas. Fort Worth Water D ept. B-4 Proposal ,r .. ·.~-,. ': ' ' ' ' ' ' The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to substantially complete the contract within 18 0 ca le ndar days after beginning construction as set forth in the written work order to be furnished by the Owner. I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1 (Initials)(d} Addendum No . 3 (Initials) ~------ Addendum No . 2 (Initials) __ _ Addendum No. 4 (Initials) ___ _ Respectfully submitted, By : Title Address y -e ·~::,ex / 2-3oc~o Tel ephone: B t 7 -c;o/-.33 ,:;:, ,..c_ (Seal) Date : l.{-S-lO Fort Worth Water Dept. B -5 Proposal - - - - - - - - 04/09/2010 22:49 8175981416 LAUGHLEV BRIDGE City of Fort Worth Subcontractors/Suppliers Utilization Form /WBEI Project UUIIZatlon: 8.20/o PAGE 02/05 ATTACHMENT 1A Page 1 of4 81UDATe AmJJI, 200& PROJ CTNUM~ 01S1t Identify !!! subcontractors/suppliers you will use on this project M/WBEs listed toward meeting the project goal must be located In the nJne (9) county marketplace or currently doing business In the marketplace at the time of bid. Marketplace Is the geographic area of Tarrant, Parker. Johnson, Collln, Callas, Denton, Ellis, Kaufman and Rockwall counties. ALL MIWBEs MUST BE CERllFIED BEFORE CONTRACT AWARD. CertifiQtion means those firms. located or doing business at the ttme of bid opening within the M81'ketplace. that have been detennlne<:f to be bonafide mlnolity or women businesses by the North central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway dMsion . Disadvantaged Business Enterprise (DBE) Is synonymous with MinorttytWomen Business Enterprise (M/WBE). Rav, 6/30/03 - 04/09/2010 22:49 8175981416 I ~ LAUGHLEV BRIDGE PAGE f:13/05 ATTAOHJJIENT 1A Pago 2of'4 Primes are required to Identify ALL suboontraotorslsuppllers, ~gardless of status; I.e., Mlnortty, Women and norrMIWBEs . Please list MNVBE fllTn$ first, use addltlonal sheets If necessary. Certlftcatlon 'N · (check one) 'O ----- S1JBCONTRACTOR/SUPPUER T ::fl: Detail Detail Company Name I N T .. C X i.M SubconwcUng Work suppllea Purohas.d Dollar Amount Address e M w T D '•W:. Telephone/Fax r B 8 R 0 ,B • I! E C T :,e.. A j X ~ Concr~t@ i:l~.~0.00 r.n, Mown Redi Mix Supplier 3~ 0 Bethlehem !=01 Vl/orth Texas7~111 81 -759-1919 ohnnA 81 -759-171A Fax M:i: "JUm Manholes j 0 ~ Bavea Qoatiog §1Q 1625.0Q 38~ 8 Calvaller Drive ~" 'land Texas 75042 97: v27S-2048 Phone 97~ -276-5318 Fax V\/1 lite . Cao S1 1nnfv2037 ~ Concrete ffi2,5Q2.QQ I= ancssterFort Worth · · supplies Te ·as7610~817 81 ' "-3~?4117 ohone 81' -33?-Rrl86 Fax HE 'SuoolvP O Rnx 0 ei~, Eittiogsl i~7,0QQIOO 56 •250Datla.s TexRs etc. 75 56 21· -631-9410 nhcnA 21~ ..905-0768 fay X Pumps $41.000.00 IT1 Flvat 241 OTamlevRd r.:.i ,rolltnn TX 7500A 97 ' •-418-2400 ohone 971 D,416~9570 Fax Rav, S/30/03 - - - - - 04/09/2010 22:49 Bl 75'381416 ~ l.AUGHLEV BRIDGE PAGE 04/05 ATTACHMENT 1A Paaa 3of4 Prim• are required to Identify &.b subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs, Please list MM'BE firms firs~ use 11dditional 1theets If necessary. Certification 'N (chtek 0119) ~ SUBCONTRACTOR/$UPPLIER T company Nl_ ..... , ___ --1 I ,_.__. N Address e M W C Telephone/Fax r e B T E ! R C A T X J D VI 0 :B: T E ~Detail S~boonttadlng Work j 2! Electrical w1 1r::l"'n Controls 851 1 J .. L "U H\AN Fo1 • Worth TX 76135 81" -244-AS60nhone R1 · -560~32A..~ a>etiJ-,~--• --- S1.1pplles Purchased Dollar Amount $§3.742.00 Rev. 5/30/03 - - - - - - - - - - 04/09/2010 22:49 8175981416 LAUGl-LEV BRIDGE Totpl Dollar Amount of MMIBE Subcontractors/Suppllars Totfll Dollar Amount of Non-M/WBE-Subeontnlictors/Suppllers rot AL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $25152§.QQ $1~242.0b $j§i1767.00 PAGE 05/05 ATTACHMENT 1A . Page4of4 - Ttie;C~nlra~~·iy,IR:ribt· fl1l1~ ~~~~.(el~~tons.; o.r .sub~r:,s tO: ~!S~~·~l,:~.ti~-'fm--P.tJ.Gr:-f ... · .. : .'., or-tne'·:,Mltib~··at:ict ·Woffl~h ~'?i.J:TU$' enterprise Offloe .Ma~ger. 6t:~.im:t~:·dtrp.uQ.fi .. tn& ~~-~~·: ~~-f'O.Vet,Of:;C~ltlon. Ar:iy unJustifi'ed cba~~ qr aetetlt.~~r~a ~f:•~: ,; con~-~~·~ resultin:de.ba!ri1~-in ac~rd'\VIth the p~~S: owi~:.ilj:~~~-lh~ .. ,'~f.~r~~. sf:lall~s,tt-~ detal1ed .exptanatiol"I of, Mew :flie· ·requested· et.range/adaltlen .c;,r.·~~.n ·W110..:~ lt:iei «>~.cl .MMfSEtg~t:;: m.tne,d'etail 8),(.planation ~ n~t $.ubmitted', It will affee~ tlie flnal:coniF1l~,fa~:detetmma•. · · ; . . · ··: By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work perfonned by all subcontractors, Including M/WIDBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examlnatior.i of any books, reoords and files held by their company. ll'le bidder agrees to allow the transmission of Interviews with owners, prineipals, officers, employees and appUcable subcontractors/suppliers/contrac:tors participating on the contract that will substantiate the actual worl< performed by. the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any Intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period Of not less than three (3) years and tor Initiating action under Federal, State or Local laws concemlng false statements. Any failure to comply with this ordinance and create ~ material breach of contract may result In a determination of an Irresponsible Offerer and barred from participating In City work for a period of time not less than one (1) year. Printed SlgnaturG LIYRhl!Y Bridge & Cqnstruction, Inc, Col\'lpany Nne Telephone and/or Fax (81l,4Q1,13QI e.ot Box 1uaoo fod Worth. IX 11121..aaoo Clty/$tate1Zlp .u1212010 Ftev. 5130/03 SECTION Cl -1 PARTC GENERAL CONDITIONS DEFINITIONS Cl-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents, the following terms or pronouns in place are used, the intent and meaning shall be understood and interpreted as follows: C 1-1 .2 CONTRACT DOCUMENTS: The Contract Documents are all the written and drawn documents , such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained iri the General Contract Documents and the Special Contract Documents. A. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A PARTB PARTC PARTD PARTE PARTF PARTG NOTICE TO BIDDERS PROPOSAL GENERAL CONDITIONS SPECIAL CONDITIONS SPECIFICATIONS BONDS CONTRACT WHITE WHITE YELLOW GREEN WHITE WHITE WHITE B. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A NOTICE TO BIDDERS PARTB PROPOSAL PART C GENERAL CONDITIONS PART D SPECIAL CONDITIONS PART E SPECIFICATIONS PERMITS/EASEMENTS PARTF BONDS PART G CONTRACT PART H PLANS (Usually bond separately) Cl -1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the Notice to Bidders .. Fort Worth Water Department C-1 General Conditions ' " ' .. ' ' ' ' ' . C 1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. Cl-1.5 BIDDER: Any person, persons, firm, or partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. Cl-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and ; requirements of the City of Fort Worth's charter and promulgated ordinances. Cl-1.7 SPECIAL CONDITIONS: Special Conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. Cl-1.8 SPECIFICATIONS: The Specifications is that section of part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment, and services in order to render a completed and useful project. Whenever reference is made to standard specifications ," regulations, requirements, statutes, etc., such referred to documents shaH become a part of the Contract Documents just as though they were embodied therein. Cl-1.9 BOND: The bond or bonds are the written guarantee or security furnished by_the Contractor for the prompt and faithful performance of the contract and shall include the following: A. B. C. D. Performance Bond (See paragraph C3-3.7)' Payment Bond (See paragraph C3-3.7) Maintenance Bond (See paragraph C3-3.7) Proposal of Bid Security (See Special Instructions to the Bidders, Part A and C2-2.6) Cl-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C 1-1.11 PLANS: The plans are the drawings or reproductions made by the Owner's representative showing in detail the location, dimension, and position of the variou,s elements of the project, including such profiles, typical cross-sections, layout diagrams, Fort Worth Water Department C-2 General Conditions ., , " working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. Cl-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by charter vested in the City Manager. Terms City and Owner are synonymous. Cl-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas . C 1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro Tern of the City of Fort Worth, Texas. Cl-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. Cl-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. ----. Cl-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas , or his duly authorized representative, assistant, or agents. Cl-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed official of · the City of Fort Worth, Texas, referred to in the Charter as the City Engineer, or his authorized representative. Cl-1.19 EN GINER: The Director of Public Works, the Director of the Fort Worth Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. Cl-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials, or only labor, for work at the site of the project. Cl-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be-fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes herein. · Fort Worth Water Department C-3 General Conditions Cl-1.22 THE WORK OR THE PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. Cl-1.23 WORKING DAY: A working is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 AM and 6:00 PM, with exceptions as permitted in paragraph C7-7 .6. Cl-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. Q. Cl-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City Employees as follows: New Year' Day . , January 1 M.L. King, Jr. Birthday Third Monday in January Memo"rial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November Thanksgiving Friday Fourth Friday in November Christmas Day December 25 Such other days in lieu of holidays as the City Council may determine When one of the named holidays or a special holiday is declared by the City Council, falls on a Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed .on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as a holiday. Cl-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in •. Contract Documents, the intent -and meaning shall be as follows: AASHTO ASCE LAW ASTM AWWA ASA Hl Asph. ' Ave. Blvd. CI Fort Worth Water Department American Association of State Highway Transportation Officials American Society of Civil Engineers .In Accordance With Americt1n Society of Testing Materials American Water Works Association American Standards Association Hydraulic Institute Asphalt Avenue Boulevard Cast Iron C-4 ' . General Conditions . .. ~ CL Center Line GI Galvanized Iron Lin. Linear or Lineal MH Manhole Max. Maximum Min. Minimum MGD Million Gallons Per Day CFS Cubic Foot per Second R Radius I.D. Inside Diameter O .D. Outside Diameter F Fahrenheit C Centigrade In. Inch Ft. Foot St. Street CY Cubic Yard Yd. Yard SY Square Yard L.F. Linear Foot D.I. Ductile Iron Cl-1.27 CHANGE ORDER: A "Change Order" is a written supplement agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which the bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter ofa Change Order u_nless the increase or decrease is more than 25% of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C 1-1.28 PAVED STREETS AND ALLEYS : A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: A. Any type of asphaltic concrete with or without separate base material B. Any type of asphalt surface treatment, not including oiled, surface C. Brick, with or without separate base material D. Concrete~ with or without separate base material . E. Any combination of the above Cl-1.29 UNPAVED STREETS AND ALLEYS: An unpaved street, alley, roadway, or other surface is any area, except those defined above for "Paved Streets and Alleys". Cl-1.30 CITY STREETS: A city street is defined as that area between the right of way lines as the street is dedicated. Fort Worth Water Department C-5 General Conditions Cl-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2') feet back of the curb lines or four (4') feet back of the average edge of pavement where no curb exists . Cl-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made . ,. ·~ ..... ' ~- ... ,,,>i V ,,..,"""~ 'to,..~ ~l~~ f'" C-6 • ·~, SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid pri~es are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record", "Equipment Schedule", and "Financial Statement", all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state _licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount often (10%) percent of the estimated project cost will be required . For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are being received, and such experience must have been on projects completed not more than five (5) years prior to the date on which bids are to be received. The Director of the Water Department shall be sole judge as to the acceptability of experience for qualification to bid on any For Worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2 -2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2 .3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Cori.tract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the Owner supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Fort Worth Water Department C-7 General Conditions J •• • Bidders are required, prior to filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, borings, and by such other means as may be necessary to gain a complete . knowledge of the conditions which may be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing work or the time required for its completion, and obtain all information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-f~cie evidence that the bidder has made the investigations, examinations, and tests herein required. · Claims for additional compensation due to variations between the conditions encountered in construction and as indicated in the Contract Documents will not be allowed. . ' ' .. . • ' ' ' ., . . . The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. .tt C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do the work contemplated or furnish the materials required . All such prices shall be written legibly. In case of discrepancy between the price written words and the price written in numerals, the price most advantageous to the City shall govern. ,,. ' ,'. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each ·member must be given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or corporation, the company or · corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power of Attorney authorizing agents or others to sign the proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration or words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalanced value of any items . Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. • > ' ~ ,.,. ' ,• ' ,• '' ,. .. $;~.~ .. > , t: Fort Worth Water Department C-8 General Conditions .. r . " -· l C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a "Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the "Proposal". The Bid security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will, within the required time, execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered , accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders". It is the Bidders sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the work "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the City Manager, City Hall , Fort Worth, Texas. C2-2 :8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening the proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Ariy bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the written signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within the forty-eight ( 48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his duly authorized representative at the time and place indicated in the "Notice to Bidders". All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.l l IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they show any omissions, alterations of form, additions, or conditions not Fort Worth Water Department C-9 General Conditions t . " ., •' .. , -~ . 'f ' •·' ~l. called for, unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City. Tendering of a proposal after the closing hour is an irregularity which cannot be waived. ,,.. = ,\ C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to , the following reason: ' ,, r ,.' . ' .. . ' A. B. C. D. E. F. G. H. ' •4-{""'< ',.. t f. " ~ Reasons for believing that collusion exists among bidders Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. The bidder being in arrears on any existing contract or having defaulted on a previous contract. The bidder having performed a prior contract in an unsatisfactory manner. Lack of competency as revealed by the financial statement, experience of record, equipment schedule, and such inquiries as the Owner may see fit to make. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" -Special Instructions. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. An equipment schedule showing the equipment the bidder has available for use on the project. Fort Worth Water Department , ' \', ,_,, • ·, J SECTION C3-3 AW ARD AND EXECUTION OF DOCUMENTS C3-3 .1 CONSIDERATION OF PROPOSALS: After the proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as may be considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a Woman-Owned Business Enterprise (WBE) on the contract and the payment therefore. Contractor further agrees, upon request by the Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds for tem1ination of the contract and for initiating any action under appropriate federal, state, or local laws and ordinances relating to false statements; further , any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period oftime not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final action on the proposals for a reasonable time, not to exceed forty-five ( 45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made at to the responsibility of the proposed awardee. Fort Worth Water Department C-11 General Conditions The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. AH other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished by the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3 -3.7 BONDS: With the execution and delivery of the Contract Documents, the Contract9r shall furnish to, and file with the Owner in the amounts herein required, the following bonds: A. Performance Bond: A good and sufficient performance bond in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against the damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until the provisions as above stipulated are accomplished and final payment is made on the project by the city. B. Maintenance Bond: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8 .. l 0. C. Payment Bond: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contact being constructed under these specifications. Payment bond shall remain in full force until all payments as above stipulated are made. D. Other Bonds: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. · Foi:t Worth Water Department C-12 · General Conditions No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the Owner. In order to be acceptable, the name of the surety shall be included on the current U .S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and the Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner , notice will be given the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required;have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of bonds by the Owner. C3-3 .8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and other such bonds as may be required in the Contract Documents. No contract shall be binding upon the Owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occurring to the Owner by reason of said Awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which the Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. Fort Worth Water Department C-13 General Conditions ., • .. '' C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the in surance required under the Contract Documents, and such insurance has been approved by the Owner. The prime cdntractor shall be responsible for delivering to the Owner the sub-contractqr's certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. A. "· B. C. . ' ,, • '< ~ .if Compensation Insurance: The Contractor shall maintain, during the life of this contract, Workers Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub- contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers . Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. Comprehensive General Liability Insurance: The Contractor shall procure and shall maintain during the life of this contract Contractor's Comprehensive General Liability Insurance (Public Liability !illd Property Damage Insurance) in the amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. Additional Liability: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-mentioned po licies , and in the amount as set forth for public liability and 'property damage, the following insurance: 1. ; Contingent Liability ( covers General Contractor's Liability for acts of sub -contractors.) 2 . Blasting, prior to any blasting being done. 3. Collapse of building or structures adjacent to excavation (if excavations are _to be performed adjacent to same). 4. Damage to underground utilities for $500 ,000 . 5 . Builders risk (where above-ground structures are involved) . . •, 6. Contractual Liability ( covers all indemnification requirements of Contract). '. ., . Fort Worth Water Department C-14 General Conditions ,• . D. E. F. G. Automobile Insurance -Bodily Injury and Property Damage: The Contractor shall procure and maintain, during the life of the Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account on one accident, and automobile property damage insurance in an amount not less than $100,000. Scope of Insurance and Special Hazard: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him , and also against any of the following special hazards which may be encountered in the performance of the Contract. Proof of Carriage of Insurance: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. All insurance requirements made upon the Contractor shall apply to the sub- contractor, should the Prime Contractor's insurance not cover the sub- contractor's work operations. Local Agent for Insurance Bonding: The insurance and bonding companies with whom the Contractor's insurance and performance, payment, maintenance and all: such other bonds as written shall be represented by an agent or agents having an office located within the city lirriits of the City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified one upon whom service of process may be had, and must have the authority and power to act on behalf of the insurance and /or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or other claimant, or any property owner who has been damaged , may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The nan1e of the agent or ·agents shall be set forth on all of such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor, and services when due. C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all persons engaged in work on the project at the site of the project shall be Fort Worth Water Department C-15 General Conditions 4~ , s I r ~ .,i, -'C. ~',;. ~ .. ~ .. l , , • , . . f., ". ti, ' ' ' ·; '·. ~ ~ ;.,~: ·~, furnished to the Owner's representative within seven (7) days after the close of each payroll period . A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posed in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation, or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office ( or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or otherwise,· and as such shall be empowered, thus delegated and directed, to settle all material, labor, or other expenditures, aU claims against the work or any other matter associated with such as maintaining adequate and appropriate insur_ance or security coverage for the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth- Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all appropriately signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed directly by local authority. This same requirement is imposed on insurance surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of the Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his discretion, stop all work until a new local authority satisfactory to the Engineer, is assigned. No credit of working time sill be for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. ~. " . " • a{ .. ~ ,.,,.1, ":t·t . ' ' ~ ' '' Fort Worth Water Department ,. ,,. ( , 1 .,!:· C-16 General Conditions ;. . '' '. ' . ' '' .. SECTION C4-4 SCOPE OF WORK C4-4 .1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by the General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, the "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the Bidder in the f~rm of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend o~ shorten the improvements at any time when as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items or work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other part be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work". No allowance will be made for any changes in anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or pr~visions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable t insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. Fort Worth Water Department C-17 General Conditions j C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided however, that before any extra work is begun a "Change Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: ' ' •, A. B. C. .;, Unit bid price previously approved ' . . . An agreed lump sum ' ..... ~ •' ., l The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10% of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be full arid complete compensation, to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to "Extra Work". No "Change Order" shall become effective until it has been approved and signed by each of the contracting parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve "Extra Work" for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such "Extra Work", prior to beginning such work. .. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep an accurate account of the actual and reasonable cost thereof as provided under method (Item C). Claims for "Extra Work" will not be paid unless the Contractor shall file his claim with the Owner within five (5) before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon said Extra Work. . , Fort Worth Water Department C-18 General Conditions . ~ " . ' , ... . . The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for . permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for "Extra Work" whether or not initiated by a "Change Order" shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or extra work. C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this Contract, the Contractor shall submit to the Owner 'and receive the Owner's approval thereof, a "Schedule of Operations" showing by a straight line method the date of commencing and finishing each of the major elements of the Contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. There shall be presented also a composite graph showing the anticipated progress of construction within the time being plotted horizontally and the percentage of completion plotted vertically. The progress charts shall be prepared on 8 W' x 11" sheets and at least five black or blue prints shall b e furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITES: Within ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in the contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidelines shall be adhered to in preparing the construction schedule: Fort Worth Water Department C-19 General Conditi'ons ' ,. " '! - ·' ' .. . , ' . ' . ,,, ' ,, . 'I' B . . . .. C. D . E. Milestone dates and final project completion dates shall be developed to conform to time constraints, sequencing requirements, and completion time. ' .. The construction process shall be divided into activities with time durations of approximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline . Durations shall be in calendar days and normal holidays and weather conditions over the duration of the Contract shall not be accounted for within the duration of each activity. One critical path shall be shown on the construction schedule. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction ' 4 ' schedule . Float time is not for the exclusive use or benefit of either the ., Contractor or the Owner. j' ~. J F. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall be identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and pre-acceptance activities and events in their logical sequence for equipment and materials. Preparation and transmittal of submittals Submittal review periods Shop fabrication and delivery Erection or installation '. 7 ~· .. ... 1. 2. 3. 4. 5. 6. 7 . 8 . 9 . Transmittal of manufacturer's operation and maintenance manuals . ' Installed equipment and materials testing Owner's operation instruction (if applicable) Operational testing Final inspection }., ... Fort Worth Water Department C-20 ~ .. . . General Conditions ... . ,, > ' L ·, . '. ,• > • If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition , the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in schedule progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable , he may require the Contractor to increase the work force, the construction plant and equipment, the number of w ork shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. Fort Worth Water Department C-21 General Conditions \'< • " . SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5. l AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between the Contractor and Owner under the Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the Contract Documents . He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition of the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with the lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimensions shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions, and standard specifications, ar:id quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. tn the event that the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. Fort Worth Water Department C-22 '' General Conditions . ' CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contractor shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every way possible. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work . The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives . Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be a subject to call, as is the project superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. CS-5 .5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar day or on a working day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due the Contractor on the project. Fort Worth Water Department C-23 General Condi.lions -. I~ , ' C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an - adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed, well heated, air conditioned, lighed and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STAKES : The City, through its Engineer, will furnish the Contractor will all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines grade, and measurements will be established by means of stakes or other customary method of t-, marking as may be found consistent with good practice . These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have . been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTOR: City inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements . Such inspection or lack of inspection will not relieve t4e Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the material or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment and to · suspend work until the question at issue can be referred to and be decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, not to issue any instructions contrary to the requirements of the Contract Documents. He will in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer, for his decision on the matter in controversy. Fort Worth Water Department C-24 General Conditions ' -.. < ' ' , , "" C5-5.9 INSPECTOR: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should the work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent, defective, or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without . suitable supervision or inspection. CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid fot by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause the defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due to the Contractor. Failure to require the removal of arty defective work or unauthorized work shall not constitute acceptance of such works. CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit the Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if the Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to Engineer for approval of such substitute certifying in writing that the proposed substitute will perform adequately the functions called for by the general design, be similar and of the equal substance to that specified and be suited to the same use and capable of performing the same function as that specified; and identifying all variations of the proposed substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written approval of the Engineer who will be the judge of the equality and may require the Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee · and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses Fort Worth Water Department .C-25 General Conditions ' . ., ....... • ,'it. ' ' ' \ ' ··-. ,(,. . ~·. ~ • , l' ' ' ~ •• "' 'lt and expenses (including attorney's fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OF MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of the materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or spe~ific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by the samples until the tests· have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. . ' In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contractor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the aggregate, cement, and mortar which are to be used later in the concrete. Should the sou~ce of supply change, new tests shall be made prior to the use of the new materials. , ..... C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the . construction operation shall be stored so as to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean, durable surfaces and not on the ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. . ' C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines, and service lines for all utilities, etc, is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation, for Extra Work, or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Oocuments for Extra Work shall apply . ~· '{· -t ' . ' ./. f>.., ,..,. i ' ' J • ' '•• Fort Worth Water Department C-26 General Conditions r ' , . ' .. .,. ' . ,. It shall be the Contractors responsibility to verify the locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures, and service lines. Verification of existing utilities, structures, and service lines shall include notification of all existing utility companies at least forty- eight ( 48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: • A. Normal Prosecution: In the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water Department as to location, time, and schedule of service interruption. 2. Notify each customer personally through responsible personnel as to time and schedule of interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, an in large bold type shall say: NOTICE Due to Utility Improvement in Your neighborhood, your (water) (sewer) service will be interrupted on · between the hours of and ---- This inconvenience will be as short As possible. Thank You, Contractor Address Phone Fort Worth Water Department C-27 General Conditions ' ~ ~: . . . . ··• B. I Emergency: In the event that an unforeseen service interruption occurs, notice shall be as above , but immediate. CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub- contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save ;<- harmless the Owner against such claim. CS -5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four (24) hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25% of such costs, shall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documentsl and before final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplus or discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials -,; removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished, and · new appearing condition. No extra compensation will be made to the contactor for any clean-up required on the project. CS -5.18 FINAL ACCEPTANCE: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and request that the Final inspection be made. Such inspection will be inade within ten (10) days after such notification. After such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification o.f the Engineer and the date of final inspection of the work. . ' Fort Worth Water Department C-28 General Conditions ,. < ,.. ; r -- .. ., ' ,. \ ,... , .. ·" .. . r: , .. •• SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances , and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees . C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6 .3 PATENTED DEVICES, MATERIALS, AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from the patents, trade-marks, and copyrights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material, or process, or any trade-mark or copyright in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay for reason of such infringement at any time during the prosecution of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to the cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation or a. nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such facilities shall be kept free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. Fort Worth Water Department C-29 General Conditions C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the work shall at all times be son conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to properly contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operation, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel, or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work, shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, .water valves, gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to the attention, after twenty-four (24) hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner, or by the City, shall be deducted from the monies due or to become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when a street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back into service. Where the Contractor is required to construct temporary bridges, or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures or such crossings. The Contractor shall at all time.s conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in dose proximity to or on the site of the work. Whenever any such damage may be done, the Contractor shall immediately satisfy all claims of the property owners, and no payment will be made by Fort Worth Water Department ·C-30 , , · . General Conditions •' ' ' the Owner in settlement of the claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6.6 PRIVELEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT OF WAY: For performance o fthe contract, the Contractor shall be permitted to use and occupy such portions of the public streets and alleys , or other public places or other right- of-ways as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations . Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be carried on in such manner as not to interfere with the operation of trains , loading or unloading of cars, etc . Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor, and shall be provided all reasonable facilities and assistance for the . completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6 .7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City shall secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the method of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five (5) days prior to the time of his intentions to begin the work on that portion of the project which is related to the railway properties . The Contractor will not be given extra or additional compensation for such railway crossings unless specifically . set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS, AND V( ATCHMEN: Where the work is carried on in or adjacent to any street, alley , or public place, the Contractor shall at his own expense furnish , erect, and maintain such barricades, fences, lights and danger signals , shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "1980Texas Manual on Uniform Traffic Control Devices for Streets and Highways", Fort Worth Water Department C-31 General Conditions , .. ( ' ' ,. .. ·' issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Nos. 27, 29, 30 , and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division, to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. It the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. ,. ,, ~.t,; The Contractor will be held responsible for all damage to the work or the public due to - }< failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever ., ,. ~ --<1; evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and r~placed by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences, and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted bythe Owner. .. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. , . C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four (24) hours in advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Construction Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four (24) hours prior to commencing and , •·,r Fort Worth Water Department C-32 General Conditions .. l .. \., . ' 'r ' . shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored, or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchmen at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, notuse heavy traffic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights-of-way or work are shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, and to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along or adjacent to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands which might be affected by the work. Such notice shall be made at least forty-eight (48) hours in advance of the beginning of the work. Notices shall be applicable to both public and private 'utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to . defective work, material, or equipment. Fort Worth Water Department C-33 General Conditions ' . ... ) r , ' When and where any direct or indirect injury is don to public or private property on account of any act, omission, neglect, or misconduct of the execution of the work, or in consequence of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original condition or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts provided at the permanent easement limits, before the fence is cut. Temporary fencing shall be erected in place of fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures, and replacement shall be. subsidiary to the various items bid in the project_proposal. Therefore, no separate payment shall be allowed for any service associated with this • work. In case of failure on the part of the Contractor to restore such property to make good such ·1 damage or injury, the Owner may, upon forty-eight (48) hours written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. . C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that the Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees, and invitees. The doctrine of respondeat superior shall not apply as between the Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between.the Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to and does hereby indemnify, hold harmless and defend, at its own expense, Owner, its officers, agents, servants and employees, from and against any _and all claims or suits for property loss or damage and/or personal injury, including death, to any and all persons, of whatever kind or character, whether real or asserted, arising out of Fort Worth Water Department C-34 ' ' , l,, General Conditions '.4 ,. L or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers , agents, employees , subcontractors, licensees or invitees, WHETHER OR NOT CAUSED, IN WHOLE OR IN PART BY THE ALLEGED NEGLIGENCE OF ITS OFFICERS , AGENTS , SERVANTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, LISCENSEES , AND INVITEES OF THE CITY; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City, its officers , agents, servants and employees for any and all claims or suits for property loss or damage and/or personal injury, including death, to any and all persons, of whatsoever kind of character, whether real or asserted , arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees and invitees , WHETHER OR NOT CAUSED, IN WHOLE OR IN PART, BY THE ALLEGED NEGLIGENCE OF THE OFFICERS, AGENTS, SERVANTS, EMPLOYEES , CONTRACTORS, SUBCONTRACTORS, LICENSEES AND INVITEES OF THE CITY. Contractor .likewise covenants and agrees to , and does hereby indemnify and hold harmless the City from and against any and all injuries, damage, loss or destruction to property of the City during the performance of any of the terms and conditions of the Contract, WHETHER ARISING OUT OF OR IN CONNECTION WITH OR RESULTING FROM, IN WHOLE OR IN PART, ANY AND ALL ALLEGED ACTS OR OMISSIONS OF THE OFFICERS , AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS , SUBCONTRACTORS , LICENSEES OR INVITEES OF THE OWNER. In the event a written claim for damages against the contractor or subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended to the Director of the Water Department for a period of thirty (30) days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claims concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in the amount equal to the dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of performance of such work, and such semi-final payment may be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a · claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: A. The claim has been settled and a release has been obtained from the claimant involved, or Fort Worth Water Department C-35 General Conditions ' >" ., ' .. ,, \:. \ B. ·, Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (A) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (B) above is met at any time within the six month period, the Director may recommend that final payment to the Contractor be made. At the expiration of the six month period, the Director may recommend that final payment be made if all other work has been performed and all other obligations to the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any aUeged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details 'and amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage . Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to !~ ~ f payment on account of such damages. , , ~ C6-6 .14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. ,,,. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections are .built and are in service . The existing sewers and connections shall be kept in service Fort Worth Water Department C-36 .... r ' >. ' General Conditions '. \ ,. .i I •' "·, .. ;. ' ' "· ' . ' .. ~ ,. ~ . ' ... ' ~ ~ ,. and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so do ing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrants and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any , for water will be at the regularly established rates . When meters are not used, the charges, if any , will be as prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver or any of the provisions or these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own expense. C6-6 .18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part thereof by action of the elements or from any cause whatsoever, whether arising from the execution or non-execution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all ~ injuries or damages to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. Fort Worth Water Department C-37 General Conditions , ' ' l . ' The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to .adjust the same to meet the requirements of the Contract Documents . C6 -6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS : In carrying out the provisions of these Contract Documents or in exercising any power or authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. ,~ ,Ila, .. ' ' C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with the State Comptroller's Ruling .007 . Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to and shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. ~ ~ "'.r ~ .. J .. On a contract awarded by a developer for the construction of a publicly-owned improvement in a street right of way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption , . pursuant to the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor can probab ly be exempted in the same manner stated above. Limited Sale, Excise, and Use Tax permits and information can be obtained from: , ' Comptroller of Public Accounts Sale Tax Division Austin, Texas ... ' Fort Worth Water Department " . ' C-38 '• > -' , ' V < ,, . ', ' .. l .. r General Conditions 4-Tl ~ • ·"' SECTION C7 -7 PROSECUTION AND PROGRESS C7-7 . l SUBLETTING : The Contractor shall perform with his own organization, and with assistance of workman under his immediate superintendence, work of a value of not less than fifty (50) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents . All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees and workmen of the Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the damages . C7-7 .3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail arid step .by step manner of prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly pay estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous . manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from such sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with ~my deviation until he has received written approval from the Engineer. Such specification or approval by the Fort Worth Water Department C-39 General Conditions > ,, .. , .. Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. ·· The contract time may be changed only as set forth in Section C7-7 .8 "Extension of Time t· .. of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. ,, t • ,. .. ~ ' . ,, . . . ' C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public right of way greater than is necessary for the proper execution of the work, the Engineer may require the Contractor fo . finish the section on which operations are in progress before the work is commenced on the additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor if available. The Contractor may bring in from outside the City of Fort Worth his key man and his sup~rintenderit. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall · employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, disrespectful', intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance ofhis or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satisfac~ory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7 .6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined in Cl-1.23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. . • Fort Worth Water Department , . C-40 General Conditions ( . Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday, or Legal Holidays, providing that the following requirements are met: A. A request to work on a specific Saturday, Sunday, or Legal Holiday must be made to the Engineer no later than the preceding Thursday. B. Any work to be done on the project on such a specific Saturday, Sunday, or Legal Holiday must be, in the opinion of the Engineer, essential to the timely 'completion of the project. The Engineer's dec ision shall be final in response to such a request for approval to work on a specific Saturday, Sunday, or Legal Holiday, and no extra compensation will be allowed to the Contractor for any work performed on such specific Saturday, Sunday, or Legal Holiday. Calendar Days shall be defined in Cl-1.24 and the Contractor may work as he so desires. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth iri the Work Order. Failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of time of completion be requested such request will be forwarded to the City Council for approval. In adjusting the contract time or completion of the work, consideration will be given to unforeseeable causes beyond the control of an without the fault of negligence of the Contractor, including but not limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request tor extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery Fort Worth Water Department C-41 General Conditions ~.{ .. 1. .e ,le • -. ·. ~ \ t ~ .. .. .. •, •\... ,, ~ on schedule . This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents , then the contract time may be increased by Change Order~ C7 -7 .9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City . When such extra compensation is claimed, a written statement thereof shall be presented by the Contracto_r to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding . If delay is caused by specific orders given by the Engineer to stop work, or by the performance of extra work, or by the failure of the City to provide materials or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all obligations hereunder which shall remain in full force until the discharge of the contract. C7 -7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place on the l ast page of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the Proposal section of the Contract Documents. ~ '' The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contract D ocuments, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the fo ll owing schedule, unless otherwi se specified in other parts of the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. • t,. 'iS', f, •• t . .. Fort Worth Water Department C -42 General Conditions ' , _, r ~···· -~,---·~ ,r ' t'" T, < ' ,· ! i . ., "' "' -. ~- r ; ,, . \. ', ~ ~ . "\ i.. < "-'~ AMOUNT OF CONTRACT Less than $5 ,000 inclusive $35 .00 $5,001 to $15,000 inclusive $45.00 $15,001 to $25,000 inclusive $63.00 $25,001 to $50,000 inclusive $105 .00 $50,001 to 100,000 inclusive $154 .00 $100,001 to $500,000 inclusive $210 .00 $500,001 to $1,000,000 inclusive $315.00 $1,000,001 to $2,000,000 inclusive $420.00 $2,000,000 and over $630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7 -7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the city in the event the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews . If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor, as set forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer tat Fort Worth Water Department C-43 General Conditions . ' !' .. *',. / construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the Owner finds such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort, assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty days, the Contractor may request the Owner to terminate the contract and the Owner shall comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Co.q.tractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include, but not be limited to, the payment f~r all work executed, but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section of the work under contract shall be suspended immediately upon written order of the Engineer or the contract may be declared cancelled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: A. B. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. Substantial evidence that the progress of the work operations by the Contractor is insufficient to complete the work within the specified time. C. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. . .. D. Substantial evidence that the Contractor has abandoned the work. E. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry out the work satisfactorily. Fort Worth Water Department C-44 General Conditions ', "' ) . ' , H s F. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents . G. Failure of the Contractor promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. H. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. I. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. J. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. K. If the Contractor commences legal action against the Owner. A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written consent of the Owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and the Sureties or their authorized agents. The Sureties, in such event shall assume the contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contact Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all terms of the Contract Documents . In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of an use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work arid to procure other tools, equipment, materials, labor, and property for the completion of the work, and to charge to the account of the Contractor of Fort Worth Water Department C-45 General Conditions ., . . : ~ ...,. ~ t'11 ~ ... ~ :'\ ~ ~ ~ • r· -. said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by . virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents in such a manner as to not hinder or interfere with performance of the work by the Owner. _ C7-7 .15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: ·' A. Notice of Termination: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the date upon which such termination is to become effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. Contractor Action: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: ~ 1. Stop work under the contract on the date and to the extent specified in the notice of termination. 2. Place no further orders or subcontracts for materials, services, or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated. ,+ . Fort Worth Water Department C-46 General Conditions .. .. , . 3 . Terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination. 4. Transfer title to the Owner and deliver in the manner, at the times , and to the extent, if any, directed by the Engineer. a. The fabricated or un-fabricated part, work in process, completed work, supplies , and other material produced as part of, or acquired in connection with, the performance of the work terminated by the notice of termination. b. The completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished by the Owner. 5. Complete performance of such part of the work as shall not have been terminated by the notice of termination. 6. Take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. At a time not later than 30 days after the termination date specified iri the notice of termination, the Contractor may submit to the Engineer a list, certified as to the quantity and quality of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by the Engineer. Not later than 15 days thereafter, the Owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list, as submitted, shall be made prior to final settlement. C. Termination Claim: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60 day period or authorized extension thereof, any an .all such claims shall be conclusively deemed waived. D. Amounts: Subject to the provision ifltem C7-7.16, the Contractor and Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as Fort Worth Water Department C-47 General Conditions . -, '1· ' further reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits. Nothing in C7-7.16 hereafter, prescribing the amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict, or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. Failure to Agree: In the event of the failure of the Contractor and the Owner to agree as provided in C7 -7.16(D) upon the whole amount to be paid to the Contractor by reason of the termination of work on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. Deductions: In arriving at the amount due the contractor (under this section, there shall be deducted (a) all un-liquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) an y claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price for, or the proceeds of sale of, any materials, supplies, or other things kept by the Contractor or sold, pursuant to tl;ie provisions of this clause, and not otherwise recovered by or credited to the Owner. G. Adjustment: If the termination hereunder be partial, prior to the settlement of the terminated portion of the contract, the Contractor may file with the Engineer a request in writing for an equitable adjustment of the price or price specified in the contract relating to the continued portion of the contract (the portion not terminated by the notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. No Limitation of Rights: Nothing contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7 .14 hereof entitled "Suspension of Abandonment of the Work and Amendment of Contract" or any other right which Owner may have for default or breach of contract by, Contractor. -' ; ,,?,"-· C7-7 .17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining; and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibil~ties for their enforcement. '.>' 1 ' ,r ,. .; ;,. ,. ~ ,, . ' ' ' , Fort Worth Water Department C-48 General Conditions The Contractor shall comply with federal , state , and local laws, ordinances, and regulations so as to protect person and property from injury, including death, or damage in connection with the work. Fort Worth Water Department C-49 General Conditions .. .< . l SECTION C8-8 MEASURMENTANDPAYMENT C8-8. l MEASURMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. C8-8 .2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. · The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damage claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place an in a satisfactory condition of operation. C8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for'the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidiary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or form the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in Paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements or patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense, any defects Fort Wo r:th Water Department C-50 General Conditions : •> or imperfections in the construction or in the strength or quality of the material used or equipment and machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects , which defects , imperfection, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the one year guarantee period after final acceptance. The Owner shall be the sole judge of such defects , imperfections, or damage , and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the 1st and 5th day or each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the 10th day of the month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars in amount, 90% of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000 , or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimated on form furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work, which are to be incorporated into the work as a permanent part thereof, but which at the time of the estimate have not been installed.(such payment will be allowed on a basis of 85% of the net invoice value thereof) The Contractor shall furnish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimates rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the Contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents . C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable Fort Worth Water Department C-51 General Conditions ,. time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment thereof as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. The amount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: prior-submission of the final estimate for payment, the Contractor shall execute an affidavit, as furni .shed by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the .work under the Contract Documents or any act or neglect of said City relating to or connected with the Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8 .9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. I ' Fort Worth Water Department C-52 ~-General Conditions .. C8-8.10 GENERAL GUARANTEE: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guarantee as above outlined. The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans , the General Contract Documents, or the Special Contract Documents, in which no specific item for bid has been provided for in the Proposal , shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation, and clean-up are general items of work which fall in the category of subsidiary work. C8-8 .12 "MISCELLANEOUS PLACEMENT OF MATERIAL : Material may be allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one- tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings, and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to the Engineer upon completion of the work. Fort Worth Water Department C-53 General Conditions - - PARTD Special Conditions D-1 General: Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and Specifications, effective July 1, 1978, with the latest revisions are made a part of the Contract Documents for this project. The Plans , Special Conditions and Provisions Documents, and the rules, regulations , requirements, instructions, drawings or details referred to by manufacturer's name, number or identification included therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the Contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. General Contract Documents and Specifications The following Special Conditions shall be applicable to this project and shall govern over any conflicts with the General Contract Documents under the provisions stated above . D-2 Pre-Construction Conference and Submittals A pre-construction conference shall be held with representatives of the following agencies: City Water Department, interested utilities such as telephone and electric, Engineer, and the successful Contractor. Submittals at time of pre-construction meeting shall include (but not limited) to: Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor Identification Trench and Shoring Safety Design Confined Space Entry Program Name and number ofresponsible person for off hour emergencies Project Schedule The pre-construction conference is intended as a forum between the Contractor and the appropriate city staff to go over the project in detail and to afford the Contractor the Fort Worth Water Department D-1 Special Conditions opportunity to submit all the required documents listed above. If the Contractor fails to submit any of the required documents , the Contractor shall not be allowed to begin work; however, contract time shall begin as stipulated in this paragraph. D-3 Project Designation: Construction under these Special Documents shall be performed under the Fort Worth Water Department Project Designations: WESTERN HILLS LIFT STATION REPLACEMENT PROJECT Project Number 01316 D-4 Time of Completion: The Owner desires the Contractor to substantially complete the project within 180 calendar days. Substantial completion shall be defined as all work performed to place the new lift station in proper working order, with new pumps operational. Thereafter, final completion shall occur within 210 calendar days. Final completion shall consist of final acceptance of all work required under the contract. In the event that the Contractor fails to meet the substantial completion or the final completion date for the project, the Owner shall withhold money permanently form the Contractor's total compensation at the rate specified in Item C7-7 .10 per calendar day as liquidated damages until substantial completion is met. D-5 Wage Rates: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any sub-contractor on the site of the project covered by these Contract Documents. The most recently adopted wage rates by Fort Worth City Council are included at the end of this section. D-6 Contractor Compliance With Workers Compensation Laws A: Contractor's Worker's Compensation Insurance. Contractor agrees to provide to the Owner (City) a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees employed on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. B: Subcontractor's Worker's Compensation Insurance. Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of workers Fort Worth Water Department D-2 Special Conditions - compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificate to the Owner (City). C. Workers Compensation Insurance Coverage 1. Definitions: Certificate of coverage ("certificate"): A copy of a certificate of insurance, a certificate of authority to self-insure issued by the Texas Workers' Compensation Commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the Project: Includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the City. Persons providing services on the project ("subcontractor") includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner- operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services of 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 City showing that coverage has been extended. 5. The contractor shall obtain from each person providing services on a project, and provide to the City: Fort Worth Water Department D-3 Special Conditions (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 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 City in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's 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 a project, to: (a) provide coverage, based on proper reporting on the 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 Fort Worth Water Department D-4 Special Conditions - - (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 cunent 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 City in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts, to perform as required by paragraphs (a) -(g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the City that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the Texas Worker's Compensation 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 City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. D. Posting of Required Worker's Compensation Coverage. The contractor shall 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 Texas Worker's Compensation 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, without any additional Words or changes: REQUIRED WORKER'S COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing Fort Worth Water Department D-5 Special Conditions labor or transportation or other se rv ice related to the project, regardless of the identity of their employer or status as an employee". "Call the Texas Worker's Compensation Commission at 512-440-3789 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. D-7 Additional Insurance Requirements A. The City, its officers , employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal , and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. F. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. G. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. I. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. Fort Worth Water Department D-6 Special Conditions J . Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. K. In the course of the project, Contractor shall report , in a timely manner , to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss . L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M . Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. D-8 Coordination with Fort Worth Water Department: During the construction of this project, it will be necessary to deactivate, for a period of time, existing sewer mains. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those mains. D-9 Damage to Private Property The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a pay item. D-10 Project Designation Sign: Project Signs are required at all locations which will be under construction for more than thirty (30) calendar days. Project Signs shall be in accordance with Figure 30 (dated 9- 18-96) of the General Contract Documents. The signs may be mounted on skids or on posts. The exact location and methods of mounting shall be approved by the Engineer. Any and all costs for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D-11 Traffic Control Prior to beginning excavation within street right of way, the Contractor shall submit a traffic control plan to the Project Manager for approval by the City of Fort Worth Transportation and Public Works Department. A pre-submittal meeting with the Transportation and Public Works Department is encouraged in order to minimize issues with the submittal, and streamline review time. The Contractor shall be responsible for · providing traffic control during construction of this project consistent with the provisions set forth in the "1980 Texas Manual of Uniform Traffic Control Devices for Streets and Fort Worth Water Department D-7 Special Conditions Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos 27, 29, 30, and 31. The Contractor shall execute this work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to allow flow of vehicular and pedestrian traffic within the project area. Barricades, warning, and detour signs shall conform to the Standard Specifications for Street and Storm Drain Construction, "Barriers and Warning and/or Detour Signs", Item 524, and/or as directed by the Engineer. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which may be erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact Transportation and Public Works Department, Signs and Markings Division, (817-392-8075) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly of if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re- installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is complete. D-12 Confined Space Entry Program It shall be the responsibility of the Contractor to implement and maintain a "CONFINED SP ACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors during all times during construction. All active sewer manholes, lift station wetwells, and lift station drywells are defined by OSHA as "permit required confined spaces". Contractor shall submit an acceptable "CONFINED SP ACE ENTRY PROGRAM" for all applicable confined spaces. The cost of complying with this program shall be subsidiary to the pay involving work in the confined space areas. D-13 Existing Utilities: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra . work or for increasing the pay quantities in any manner whatsoever. Fort Worth Water Department D-8 Special Conditions The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property crossed or exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and or temporary relocation of all utility poles, gas lines, telephone cables , utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans , at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the owners of all utilities to locate existing underground facilities and notify the Engineer at once of any conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs , of their property that may be made necessary by performance of this contract. D-14 Exploratory Excavations: In addition to those areas as may be designated on the Drawings, it shall be the Contractor's responsibility to excavate and locate existing utilities which may affect construction of the water and/or sewer facilities. All exploratory excavations shall occur far enough in advance to permit any necessary relocation to be made with minimum delay. All costs incurred by the Contractor in making exploratory excavations shall be considered to be included in the unit price bid for constructing of water/sewer line or the associated structures. D-15 Test Holes: A copy of the geotechnical investigation report prepared for the Engineer has been included as an Appendix. This report is included for the convenience of the Contractor and informational purposes only. Any data which has been or may be provided on subsurface conditions is not intended as a representation or warranty of accuracy or continuity between soil strata. It is expressly understood that neither the Owner nor the Engineer will be responsible for interpretations or conclusions drawn there-from by the Contractor. Any further subsurface exploration to ascertain the nature of the soils, including the amount ofrock, if any, through which the pipeline and lift station Fort Worth Water Department D-9 Special Conditions installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under that condition. Whether prospective bidders perform a subsurface exploration jointly or independently, and whether they make such determinations by the use of test holes or other means, shall be left to the discretion of such prospective bidders. The cost of rock removal, if required, shall be incidental to the installation of the lift station wetwell and the installation of buried pipe. D-16 Safety Restrictions -Work Near High Voltage Lines The following procedures will be followed regarding the subject item on this contract: 1. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Oncor) who will erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines. The work done by the electric company shall not be at the expense of the City of Fort Worth. The Contractor shall maintain an accurate log of all such calls to Oncor, and shall record action taken in each case. 2. The Contractor is responsible for making arrangements with Oncor for the relocation of existing high voltage lines at the Contractor's sole expense. D-17 Water For Construction Water for construction shall be furnished by the City at no expense to the Contractor. Contractor shall be required to secure the use of a fire hydrant meter. D-18 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify Mr. Ronny Rackley, Water Department Pollution Control, Phone 817-994-8964, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph CS-5.15 INTERRUPTION OF SERVICE, Page CS-5(5), PART C -GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. Fort Worth Water Department D-10 Special Conditions The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. D-19 Trench Excavation, Backfill, and Compaction Trench excavation and backfill under parking lots , driveways , gravel surface roads, within easements , and within existing or future right of way shall be in accordance with Section El-2 Backfill and E2-2 Excavation and Backfill of the General Contract Specifications except as specified herein: A . TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, the Contractor will be required to support the pipe with an approved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights of way, permanent easements, and any temporary construction easements. All excavations shall be in strict compliance with OSHA requirements. B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See El-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill is not suitable, at the direction of the Engineer, Type "B " backfill material shall be used. In general, sand material specified shall be obtained from an approved source and shall consist of durable particles, free of thin or elongated pieces, lumps of clay, loam, or vegetable matter and shall meet the following gradation: Sieve Size #4 #16 #50 #100 #200 % Retained 0-5 0-20 0-50 60-95 90 -100 C. TRENCH COMPACTION: All trench backfill shall be in lifts per E2-2.9 Backfill. Trenches which lied outside of existing or future pavements shall be compacted to a minimum of95%. Standard Proctor Density (ASTM D698) by means of tamping. Fort Worth Water Department D-11 Special Conditions Trenches which lie under existing or future pavement shall be backfilled per details to 100% Standard Proctor Density by jetting, mechanical tamping, or a combination of methods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top two (2) feet of trenches may be rolled in with heavy equipment, provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. The Contractor shall obtain the services of an independent testing laboratory to perform trench compaction tests per ASTM standards on trench backfill. Soil densities shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 100 linear feet. The Contractor shall be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests. D-20 Sanitary Sewer Manholes The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or described in these Contract Documents. All manholes shall be in accordance with Section El-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Specifications, and per the standard details contained within the plans, unless amended or superseded by requirements of this specification. A. CONCRETE COLLARS: Concrete collars will be required as per Figure 121 and construction drawing details. B. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard El00-4 and shall be fitted and installed according to manufacturer's recommendations. For manholes located on mains greater than 18" diameter, manhole inserts shall be stainless steel and lockable. C. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift holes shall be sealed on the inside of the manhole with quick setting cement grout. D. FINAL RIM ELEVATIONS: Manhole rims in streets, alleys, parking lots, or sidewalks shall be set at an elevation not more than Yi'' or less than Yi" above the surrounding grade. Manholes in open fields, unimproved land, or drainage courses shall be set 4" above surrounding grade. Fort Worth Water Department D-12 Special Conditions - - E. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots . Covers shall be set flush with the rim of the frame and shall have no larger than a 1/8" gap between the frame and cover. Bearing surfaces shall be machine finished. F. COATINGS: Exterior surfaces of all manholes shall be coated with two mops of coal tar epoxy paint, Koppers "Biturnastic Super Service Black", Tnemec "46-450 Heavy Tnemecol" or equal to a minimum of 14 mils dry film thickness (DFT). G. JOINT SEALANT: All interior or exterior joints on concrete manhole sections, including grade rings, shall require bitumastic joint sealant. Sealant shall be preformed and trowelable bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded rope-form of suitable cross sectional area or flat tape form and shall be sized as recommended by the manufacturer and approved by the Engineer. The Joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. H. PAYMENT: For this project, Sanitary sewer manholes shall be paid per manhole installed, to include the work to excavate and place reinforced concrete manhole, including cast iron frame and cover, exterior coal tar epoxy coating, manhole insert, and reinforced concrete collar. Extra depth manholes will receive no additional compensation. D-21 Vacuum Testing of Manholes A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum often inches of mercury (10" Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required time. The required test time shall be determined from Table shown below in accordance with ASTM Cl244-93: Fort Worth Water Department D-13 Special Conditions Minimum Time Required For Vacuum Drop of 1" Hg (10" Hg to 9" H2:) Depth of MH (ft) 48" diameter Manhole 60" diameter Manhole 0 to 16' 40 seconds 52 seconds 18' 45 seconds 59 seconds 20' 50 seconds 65 seconds 22' 55 seconds 72 seconds 24' 59 seconds 78 seconds C. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in level of vacuum is less than one inch of mercury after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. D. PAYMENT: Payment for vacuum testing of sanitary sewer manholes, to include all bypass pumping, plugging of lines, and incidentals necessary to complete the test, shall be considered to be incidental to the price of manhole installation. D-22 Bypass Pumping The Contractor shall bypass wastewater as required to complete the work. The pump and bypass lines shall be of adequate size and capacity to handle the flow without sewage backup occurring to facilities connected to the sewer. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment for bypass pumping shall be incidental to the replacement of the Western Hills Lift Station. D-23 Valve Blocking All buried valves shall have concrete blocking for support. Valves shall have polyethylene wrapping per Material Specification E 1-13 and Construction Specification E2-13 installed prior to concrete blocking. No separate payment will be made for any of the work involved with this item and all costs incurred will be considered to be included in the lump sum price for buried valves. D-24 Detectable Warning Tape Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water or sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems Inc., or approved equal, and shall consist of a minimum thickness of 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, Fort Worth Water Department D-14 Special Conditions liil acids, chemical reagents, and solvents found in soil. The minimum overall thickness of the tape shall be 5.5 mils and the width shall not be less than 2". The tape shall be color coded and imprinted with the following message as follows: Water Sewer Safety Blue Safety Green Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tape shall be per manufacturer's recommendations and shall be as close to the grade as practical for optimum protection and detectability. Allow a minimum of 18" between the tape and pipe. Payment for work such as backfill, bedding, blocking, detectable tape, and all other appurtenances required shall be considered subsidiary to the cost of pipe installation. D-25 Disposal of Spoil/Fill Material: Prior to the disposing of any spoil/fill material, the contractor shall advise the Director of the Department of Engineering, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 11517). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at contractors' expense. In the event that the contractor disposes of spoil/fill material at a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director of the Department of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-26 Temporary Soil Erosion, Sediment, and Water Pollution Prevention Control A. DESCRIPTION: Temporary soil erosion, sediment, and water pollution control measures deemed necessary by the Engineer for the duration of the contract shall be placed by the Contractor. These measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled hay retards, slope drains, and other devices. Fort Worth Water Department D-15 Special Conditions B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible earth material exposed by preparing of right of way and clearing and grubbing and shall direct the Contractor to provide temporary pollution control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds, or other areas of water impoundment. Temporary pollution control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control installations. The Engineer shall limit the area of preparing of right of way, clearing and grubbing, excavation, and borrow to be proportional to the Contractor's capability and progress. The Contractor shall also conform to the following practices and controls: 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. Frequent fording of live streams will not be permitted; therefore, temporary bridges or other structures shall be used. 3. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. C. SUB MITT AL: Prior to start of the applicable construction, the Contractor shall submit for approval his schedules for accomplishment of soil erosion control work and his plan to keep the area of erodible soil to a minimum. No work shall be started until the erosion control schedules have been submitted and reviewed by the Engineer. D. PAYMENT: All labor, tools, equipment, and incidentals necessary to complete the work under Temporary Water Pollution Control will not be paid directly but will be considered to be subsidiary to the work under various items within the contract. D-27 Protection of Trees, Plants, and Soil: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored, after completion of the work, to a condition equal to or better than existed prior to the start of work. By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-of-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Fort Worth Water Department D-16 Special Conditions Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the cun-ent formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. No separate payment will be made for any of the work involved for this item and all costs incun-ed will be considered a subsidiary cost of the project. Fort Worth Water Department D-17 Special Conditions ITEM01010 SUMMARY OF WORK PART 1 GENERAL 1.01 SCOPE A. The Contractor shall complete the work as specified in the plans and specifications. B. The work is located in the City of Fort Worth, Texas. The location is shown on the Cover Sheet of the drawings. Address of project location is 2714 Glenrock Drive. 1.02 WORK COVERED BY CONTRACT DOCUMENTS A. The work covered by these Contract Documents consists of the installation of a new submersible lift station at a new site location in order to eliminate the existing lift station, connection of electric service and phone service to the new lift station, and abandonment of the existing lift station wetwell and valve vault, along with all site work outlined in the drawings and specifications. B. In the Contract Documents the words "furnish", "install", and "construct" shall mean for the contractors to furnish all labor, tools, material, and miscellaneous items necessary to complete the work as specified and as shown in the drawings. C. The scope of work to be completed is defined by the drawings and these specifications. Any part, appurtenance, or miscellaneous item of work which is reasonably implied or normally required to make the installation satisfactorily and completely operable, even if not specifically required by the drawings and/or specifications, shall be provided by the Contractor at no additional cost. In general terms, the work consists of furnishing all labor, materials, equipment, tools, and related items as required to complete the installation. D. Comply with applicable building codes 1. Comply with city, state, and national codes as a minimum or the requirements of these documents if more stringent than codes. 2. All work is to be inspected by the appropriate Code Enforcement Officers. All permit fees shall be waived by the City of Fort Worth. Fort Worth Water Department 01010 -1 Summary of Work . E. The work to be provided under this Contract is not necessarily limited to the foregoing descriptions. Accordingly , the Contractor shall thoroughly study the drawings, the specifications, and the existing facilities to fully under stand the extent of the work. 1.03 MEASUREMENT AND PAYMENT Measurement and payment shall be as described in Item 01025, "Measurement and Payment". Payment shall constitute complete compensation for all work involved in furnishing labor , materials, equipment, tools , and related items to execute this Contract. 1.04 WORK SEQUENCE Coordinate the construction schedule and operations with the Owner and Engineer, per construction drawings, and as specified in Item 01310 - Construction Schedules. 1.05 DESCRIPTION OF BID ITEMS The following descriptions are intended to clarify the nature of the work required for this project. Each bid item includes all labor, materials , equipment, and incidentals necessary to complete the item. Bid Item 1 -Lift Station Site Work and Landscaping: Site work shall include all labor, materials, and equipment required for clearing, rough grading, final grading, placement and maintenance of silt fence, placement of required landscaping, tree protection, hydro- mulching and seeding of site after finish grading , watering hydromulch and seeding, placement of weed prevention filter fabric and crushed stone/gravel at site, and the disposal of all extra spoil material from excavations. This bid item shall be measured and paid at the lump sum price. Bid Item 2 -Salvage/Demolition/ Abandonment of Existing Lift Station: Salvage and demolition shall include the labor, materials, and equipment required to remove existing mechanical , structural , and electrical equipment from the existing lift station drywell, salvage designated equipment for use by the City, and dispose of equipment designated by the City. In addition, this item shall include the partial removal of the existing steel drywell and partial removal of the existing reinforced concrete wetwell. Price shall include the cost for all flowable fill used in the abandonment of the structures, and the removal of all debris, in accordance with the plans. Included in this item is the cost to cut and plug existing lines into and out of the wetwell and drywell. Bid price shall be measured and paid at the lump sum bid price. Bid Item 3 -Trench and Excavation Safety: Trench and Excavation safety shall include a trench safety plan, prepared by a Licensed Engineer in the state of Texas, and all labor, equipment , and materials required to implement the plan during the construction of the Fort Worth W ater D epartment 01010 - 2 Summary of Work lift station structures, piping, and demolition. Trench Safety shall be paid per linear foot of trench protected, or perimeter of structure shored, as described in Item 02223 "Trench Safety Systems". Bid Item 4 -Reinforced Concrete Driveway : Included in this bid item is the cost to prepare and compact subgrade, place and compact a 4" thick flexible base, place reinforcing steel and expansion joints, and form and place 6" thick reinforced concrete pavement at lift station site. Bid item shall be measured and paid per square yard of reinforced concrete paving installed, in accordance with plans and specifications. Bid Item 5 -Asphalt Pavement Repair: Included in this bid item is the cost to sawcut existing asphalt concrete pavement, place concrete base with 12" bridge, and install 2" HMAC Type "D", matching existing asphalt street. Bid item shall be measured and paid per linear foot along the trench length, in accordance with plans and specifications. Bid Item 6 -Perimeter Fence: Included in this bid item is the cost to place an 8' tall black coated vinyl chain line fence and Ameristar Montage Classic Black Steel Ornamental Fence (or equal), complete with a 6' wide double swing lockable access gate. Price includes placement of all fence and corner posts, excavation of post-holes, concrete backfill, and reinforced concrete mow strip . Bid item shall be measured and paid per linear foot of chain link and ornamental fence installed, at locations designated in the plans, in accordance with plans and specifications. Bid Item 7 -Underground Piping: This item shall pay per lump sum for the installation of all underground sewer piping and fittings. Price shall include all testing required of pipelines, all trenching and dewatering, all bedding and backfill required, all locator tape, all · polyethylene wrap, all concrete thrust blocks and mechanical retainer glands or Megalugs, all solid and transition sleeves, and all incidentals necessary to complete the work. Incl uded in this item is the cost to bypass pump as required to complete the installation, along with any temporary piping required. Pipe and fittings shall be of the make and class specified on the plans and described in the contract documents . Bid Item 8 -4' Diameter Sewer Manhole: This item shall pay per each 4' diameter sanitary sewer manhole installed, to include cost for excavation, removal of existing manhole or wetwell (where called out), placement of new manhole, compaction and placement of backfill material, manhole insert, ring and frame, and concrete collar around manhole . Bid Item 9 -Reinforced Concrete Wetwell and Valve Vault: Included in this lump sum bid item is the structural excavation, dewatering, placement of mud slab, the forming and placing of the reinforced concrete wetwell and valve vault, forming and placement of non-shrink and cement grout within the wetwell, forming and placement of pipe cradles in valve vault, placement and compaction of select granular backfill around the perimeter of the structure, and the testing of the wetwell for leakage. Item shall be measured and paid by the lump sum for the complete in place installation of the proposed reinforced concrete wetwell and valve vault structures. Fort Worth Water Department 01010 - 3 Summary of Work Bid Item 10 -Wetwell/Manhole Interior Coating System: This item shall consist of the surface preparation and installation of the specified coating system, at the required thickness, to the proposed wetwell and manhole interior surfaces . Included in this item is the cost of all testing required by specifications of the coating system. Item shall be measured and paid by the square foot for the surface preparation and coating of the lift station wetwell and designated manhole interior. Bid Item 11 -Valve Vault Grating and Hardware: This item shall consist of the lump sum price for furnishing and installing galvanized steel grating , galvanized structural steel supports, stainless steel fasteners , clips, supp01is , bolts, etc., and all incidentals necessary to completely install the grated top. Bid Item 12 -Aluminum Access Hatches and Ladder Assembly: This item shall consist of furnishing and installing specified pad-lockable aluminum access hatches, hatch safety nets or grates , aluminum ladders , and the aluminum "ladder-up" safety extensions . The lump sum pay item shall include all materials, hardware, and labor necessary to furnish and install the specified equipment. Bid Item 13 -Wetwell and Valve Vault Piping: This item shall consist of the lump sum price for furnishing and installing all flanged pipe, wall pipe, wall penetrations, fittings, flanged coupling adaptors, structural steel pipe supports, pipe support pedestals , anchor bolts , wall penetrations, link seals , pressure testing of pipes, and all miscellaneous piping or pipe support equipment placed within the wetwell and valve vault. Price shall include all field painting of pipe, in accordance with specifications , color to be decided by Engineer. Bid Item 14 -Valve Vault Valves & Accessories: This item shall consist of the lump sump price for furnishing and installing two 6" diameter weighted lever swing check valves, three 6" diameter resilient seated gate valves, one 2" combination air/vacuum valves, all flange by flange; the furnishing and installation of all gate, ball, and check valves of 2" diameter or less; and for furnishing and installing the pressure gauge, all within the valve vault structure . Price sha:11 include all field painting of valves, in accordance with specifications, color to be decided by Engineer. Bid Item 15 -Lift Station Pumps and Accessories : This item shall consist of the lump sum price for furnishing and installing two pump base elbows, two sets of stainless steel guide rails, two submersible pumps and motors, one sump pump, all pump power and monitoring cables, and anchor bolts and anchorages necessary to install a functioning lift station, according to plans and specifications. Bid Item 16 -Odor Control Unit: This item shall consist of the lump sum price for the furnishing and installation of a single 300 c:fm odor control unit. The work shall include all electrical, piping, and testing required to install a complete and functioning odor control system. Fort Worth Water Department 01010 -4 Summary of Work Bid Item 17 - Lift Station Electrical, Control, and Instrumentation: Lump sum price shall include furnishing and installing all conduit, conductors, relays, electrical hardware, junction boxes , grounding system, SCADA monitoring and alarm sys tem, antenna and tower base, pump controllers, pump starters, electrical panels, and enclosures. Lump sum price shall include all inc identals necessary to operate, control, and monitor new lift station. Bid Item 18 -Electrical Rack and Foundation: Lump sum price shall consist of furnishing and installing an aluminum ( or stainless steel) unistrut frame rack with 114'' thick aluminum backplate, sized as required to mount electrical enclosures. Included in the lump sum price is the placement of a 6" thick reinforced concrete housekeeping pad, sized as shown on the plans. Bid Item 19 -Traffic Control Plan and Barricades: Lump sum price shall include development of traffic control plan, submittal to City of Fort Worth Transportation and Public Works Department of traffic permit, and providing and maintaining all signs, barricades, and traffic control devices in accordance with the plan. PART2 PART3 PRODUCTS - EXECUTION - Fort Worth Water Department Not Applicable Not Applicable 01010 -5 Summary of Work ITEM 01025 MEASUREMENT AND PAYMENT PARTl GENERAL 1.01 DESCRIPTION Measurement of an item of work shall be as specified in the Bid Proposal and payment will be as specified in this section. 1.02 RELATED INFORMATION 1.03 A . B . C . D. E. F . BID A. Bid Forms Special Instructions to Bidders Contract and Bonds General Conditions Section 01310 -Construction Schedules Section O 13 70 -Schedule of Values The amount bid for each bid item shall be the full amount paid to the Contractor for comp leting the specified work unless altered by change order . B. Required items of work and incidentals necessary for the satisfactory completion of the work which are not specifically listed in the Bid Proposal, and which are not specified in this section to be measure d or to be included in one of the items listed in the Bid Proposal, shall be considered as incidental to the work. All costs thereof, including Contractor's overhead costs and profit, shall be considered as included in the various bid items. Contractor shall prepare his bid accordingly. C . Work includes furnishing all lab or , equipment, tools, and materials and performing all operations required to complete the work satisfactorily, complete in place, as specified and as indicated by the Contract Documents. Fort Worth Water D ep artment 01025 -I Measurem ent and Pay ment 1.04 MEASUREMENT Measurement of an item of work will be made by the unit indicated in the Bid Proposal and will include all work listed therein. PART2 PART3 PRODUCTS - EXECUTION Not Applicable 3 .01 PROGRESS PAYMENT SUBMITTAL Prepare and submit three (3) copies of the following with each progress payment request: A. A listing of the value of work complete for each bid item. Lump sum bid items shall indicate the value complete of each item listed on the accepted schedule of values . B . A listing of the value of materials stored applicable to each bid item or, in the case of lump sum bid items, the schedule of values item. Invoices indicating the full value of materials on hand must also be submitted . C. An updated project schedule. D. An updated listing of subcontractors and suppliers . Fort Worth Water Dep artment 01025 -2 Measurement and Payment PART 1 GENERAL ITEM 01040 COORDINATION 1.01 UTILITIES Coordinate work with various utilities within the project limits in accordance with General Conditions. Notify applicable utilities prior to commencing work, if damage occurs, or if conflicts or emergencies arise during the work. A. Oncor Electric: Contractor shall coordinate with Oncor for installation of electrical service work at the sites, to include bringing electrical service to the new lift station, installation of transformer and meter trans-socket, and abandoning the existing service to the existing lift station. Contact: Ralph Schroeder, Oncor Electric, 817-988-8904. B. AT&T: Owner shall coordinate with AT&T during the work at the lift station site. City and Contractor shall coordinate with AT&T for termination of existing service to abandoned site. C. Other Utilities: Contacts for Chevron Pipeline and Alon Pipeline are shown on the plans. Representatives for these two companies must be contacted prior to excavation in areas adjacent to their pipelines. 1.02 PROJECT MEETINGS A. Pre-Construction Conference 1. Contractor shall be prepared to discuss the following subjects, as a mmimum: a. Sequencing of critical path work items b. Project changes and clarification process c. Use of site, access, and storage; security and temporary facilities; community relations. d. Contractor's trench and confined space safety plan B. Progress Meetings 1. Inspector will schedule regular monthly progress meetings to review work progress, schedule, shop drawings, application for payment, contract modifications, and other matters needing discussion and resolution. 2. Attendees will include Owner's representative, Contractor, Engineer, and others as appropriate. Fort Worth Water Department 01040 -1 Coordination 1.03 PHYSICAL CONDITIONS A. Exercise reasonable care to verify locations of existing subsurface structures and underground facilities . B. Thoroughly check immediate and adjacent areas subject to excavation by visual examination ( and by electronic metal and pipe detection equipment, as necessary) for indications of subsurface structures and underground facilities. C. Make exploratory excavations where existing underground facilities or structures may potentially conflict with proposed underground facilities or structures . Conduct exploratory excavations in presence of Owner's representative and sufficiently ahead of construction to avoid possible delays to Contractor 's work. 1.04 REFERENCE POINTS AND SURVEYS A. Location and elevation of benchmarks are shown on drawings. B. Dimensions and coordinate points for lines and elevations for grades of structures, appurtenances, and utilities are indicated on the drawings, together with other pertinent information required for laying out work. If conditions vary from those indicated, notify Engineer immediately, who will make minor adjustments if required. C . Engineer may perform checks to verify accuracy of Contractor's layout work and that completed work complies with Contract Documents. D. Any existing survey points or other control markers destroyed without proper authorization will be replaced at Contractor's expense. E. Contractor's responsibilities shall include: PART2 PART3 1. Provide survey and layout as required to complete the work. 2. , Locate and protect reference points prior to site preparation. 3. Re-establish reference points resulting from destruction by Contractor's operations . 4. Maintain accurate log of survey work as it progresses as a Record Document. PRODUCTS - EXECUTION - Not Applicable Not Applicable Fort Worth Water Department 01040 -2 Coordination ITEM 01051 GRADES, LINES, AND LEVELS PARTl GENERAL 1.01 SCOPE All construction stakes shall be provided by the Contractor using the bench marks and reference points provided by the Engineer's representative. PART2 PART3 PRODUCTS - EXECUTION Not Applicable 3.01 GRADES , LINES, AND LEVELS A. Existing Dimensions and Elevations 1. Dimensions and elevations shown on the plans for existing structures were taken from previous construction record drawings and field surveys. Contractor shall verify actual dimensions and elevations prior to final fabrication of any materials or otherwise proceeding with work affected by dimensions or elevations of existing structures. 2. Contractor shall at no additional cost make whatever adjustments in the work as necessary to fit the actual dimensions and elevations of existing structures. B. Tolerances 1. The Contractor shall construct all new structures and pipelines under this contract to within 0.1 feet of the alignments and to within 0.02 feet of the grades shown on the drawings. 2. Support structures for equipment shall be constructed to tolerances specified by the equipment manufacturer. 3. Site grading shall be constructed to within 0.1 feet of the grades. 4. In all cases, the grading must be such that positive drainage is maintained. 5. Any work constructed or installed in alignments or elevations other than that specified herein and on the drawings shall be removed and replaced at no additional cost to the Owner. Fort Worth Water Department 01051 -1 Grades, Lines, an d Levels C. Within ten days after the effective date of the agreement, the Contractor shall verify the grade and location of all permanent benchmarks. If a discrepancy is found the Engineer shall have the bench marks checked and resolve the discrepancy. After such time, the Contractor shall be responsible for the accuracy and protection of the bench marks. D. Construction Staking 1. The Contractor shall be responsible for layout, staking, and control of all grades, lines, and levels. 2. The Contractor shall employ experienced survey personnel to layout the work. E . The Contractor shall safeguard all permanent bench marks at the site and shall bear the cost of replacing the bench marks and assume entire expense of correcting work improperly constructed due to failure to maintain and protect such established points and marks. F. Prior to initiating construction activities, Contractor shall contact Engineer's representative for inspection of location of construction staking and offset staking. Fort Worth Water Dep artment 01051 -2 Grades, Lines, and Levels PART 1 GENERAL 1.01 SCOPE ITEM 01300 SUBMITTALS A. Submit administrative submittals as specified including , but not limited to: 1. Construction Schedules (Reference Item O 1310) 2. Submittal Schedules (Reference Item O 1310) 3. Progress Reports (Reference Item 01310) 4. Operation and Maintenance Data (Reference Item 01430) 5. Progress Payment Requests (Reference Item 01025 6. Project Closeout Submittals (Reference Item 01700) B. Submit product and equipment submittal information as specified . 1.02 RELATED WORK AND SPECIFICATIONS A. General Provisions B. Technical specific ations list submittal requirements for each item. PART2 PART3 PRODUCTS - EXECUTION Not Applicable 3.01 PRODUCT AND SHOP DRAWING SUBMITTAL DATA As applicable, th e following types of data are required: A. Fabrication and Erection ( or Placement). Dimensioned drawings , lists , and schedules. B. Catalog Sheets C. Specification Sheets D. Certifications E. Laboratory, shop, or mill test reports F. Basis of design and design calculations , test procedures , and related information as required per various sections of these specifications. Fort Worth Water Department 01300-1 Submittals G. Experience and facilities brochures H. Samples I. Parts lists J. Operation and maintenance manuals (Hard copy and/or CD) 3.02 INFORMATION TO BE INCLUDED IN PRODUCT SUBMITTALS AND SHOP DRAWINGS All data needed to determine the following facts shall be submitted: A. Conformance to specifications, including kind, type, size, arrangement, and operation of component materials and devices . B. Conformance to plans, including dimensions, orientation, appearance, external connections and anchorages, and installation clearances. C . Specific purpose of design conditions, and adequacy to meet same: weights, dynamic loads, supports required, and operating characteristics. D. Coordination with other work, including items needed by this trade, but furnished by others, and information needed by others to perform their part. E . Exceptions to or deviations from specific requirements, if any, and reasons for same. F. Delivery Date 1. This should be stated as a firm date of delivery, not measured for approval of drawings to date of shipping. For this purpose, the time taken to review data may be taken as not exceeding 21 days. The Owner or Engineer do not assume responsibility for correctness or completeness of the data. 2. The Contractor should determine that proposed delivery dates will not cause delay or result in failure to complete the project on time. 3. No extension of time or waiver ofliquidated damages will be granted due to failure to deliver on time unless the Contractor presents written evidence that favorable delivery is not obtainable for an acceptable item. 4. Such evidence will be considered as a basis for extension of time only when presented promptly after award of contract. Fort Worth Water Dep artment 01300-2 Submittals 3.03 PREPARATION OF SUBMITTALS A. Shop Drawings 1. Preparation by a qualified detailer is required 2. Identify details by reference to sheet, detail numbers, and specification section, as shown on the contract drawings. 3. Include on the drawing all information required for submission, or submittal transmittal letter containing required information. B . Product Data 1. Modify the manufacturer's standard schematic drawings to delete or supplement information as applicable. 2. For manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations, and other descriptive data: a. Clearly mark each copy to identify pertinent material b. Show dimensions and clearances required c. Show performance characteristics and capabilities d. Show wiring diagrams and controls (hard copy and/or CD) 3. Include on the data all information required for submission or submit transmittal letter containing required information. C. Submission Requirements 1. 2. Accompany submittals with a transmittal letter in duplicate. Include the following information or each submittal: a. Date and revision dates b. Project title and number c. The names of the following : 1.) Engineer 2.) Owner 3.) 4.) 5.) 6.) Contractor Subcontractor Supplier Manufacturer d. Identification of product or material e. Relation to adjacent structure or materials f. Field dimensions clearly identified g. Specification section number h . Applicable standards such as ASTM number 1. Contractor's stamp with his signature signed, certifying that he has reviewed the submittal, verified field measurements, and that the submittal complies with all requirements of the Contract Documents. Fort Worth Water Department 01300 - 3 Submittals J. List each deviation from contract requirements and a discussion of the reason for each. 3.04 ROUTING OF SUBMITTALS A. Submittal data and routine correspondence should be routed as follows: 1. Supplier ( or subcontractor) to Contractor (through representative if applicable) for review. If submittal does not meet contract requirements , or is incomplete , Contractor shall return the submittal to the supplier and not forward. 2 . Contractor to Engineer and Owner simultaneously for review. 3. Engineer to Contractor 4. Contractor to supplier B. Addresses of Communications 2. Engineer: Chris Harder, P.E . Fort Worth Water Department 1511 11th Avenue Fort Worth, TX 76102 3.05 NUMBER OF COPIES REQUIRED The Contractor shall submit a total of seven copies in the original submittal, unless otherwise specified in technical specifications. 3.06 DISPOSITION OF SUBMITTALS A. Engineer shall review submittal contents for completeness and compliance with the section. The Engineer will mark and return the submittals with 1 one of the following: 1. No Exceptions Taken-Furnish item as submitted 2. Exceptions as Noted-Furnish item with changes as noted 3. Revise and Resubmit -Revise and resubmit changes as noted 4. Rejected-Item is not acceptable, resubmit alternative item conforming to the project requirements. 5. Submit Specific Item -Submit specific item or Subpart as noted. B. Review of Submittals by Engineer and Owner does not relieve the Contractor of his responsibility to meet the contract requirements. Any item of work, even if completed, found to deviate from the requirements of the specifications and drawings shall be removed and replaced at no additional cost to the Owner unless, such deviation is clearly identified as a deviation on all appropriate submittals. Fort Worth Water Department 01300-4 Submittals 3.07 RESUBMISSION REQUIREMENTS A. Shop Drawings 1. Revise initial drawings as required and resubmit as specified. 2. Indicate on drawings any changes which have been made, including those requested by the Engineer and Owner. B . Product Data and Samples Submit new data and samples as required for initial submission 3.08 REPETITIVE REVIEW The need for more than one resubmission or any other delay in completing reviews of submittals, will not entitle the Contractor to an extension of contract time. Fort Worth Water Department 01300 -5 Submittals PARTl GENERAL 1.01 SCOPE ITEM01310 CONSTRUCTION SCHEDULES A. Prepare and submit a construction schedule that accomplishes the work within the allotted time and adheres to the overall project schedule and project specific constraints listed herein. B. Complete the work in accordance with the schedule. C. Update the schedules as necessary to reflect the changes in the work and actual site conditions. In no case shall the contract completion date be altered unless specifically approved by Change Order. D. Prepare and submit progress reports E. Coordinate the work with activities of the Owner and other contractors F. The construction schedule is a tool for the Contractor, Engineer, and Owner to use in executing and monitoring the progress of the work. Failure to include any items of work in the schedule does not relieve the Contractor of his responsibility to complete the work as specified in the Contract Documents. 1.02 RELATED WORK AND SPECIFICATIONS A. General Provisions B. Section 01300 -Submittals 1.03 SIGNIFICANCE OF CONSTRUCTION SCHEDULING DOCUMENTS A. The percentage completion reported for each activity as listed in the monthly progress report and the prices of those activities as stated in Item 01370 -Schedule of Values, and will be used, in part, to determine the amount of each monthly payment to the Contractor. B. No progress payments will be made to the Contractor until all required scheduling reports and documents have been received and accepted by the Engineer. Fort Worth Water Department 01310-1 Construction Schedules 1.04 PROJECT SPECIFIC SCHEDULING CONSTRAINTS A. The submittal schedule shall allow sufficient time for the Owner and Engineer to adequately complete their review. 21 calendar days shall be allotted for the review of each submittal. Allow more time for large, voluminous, or complex submittals . Delays caused by re-submittal and subsequent reviews shall be the responsibility of the Contractor. B. The work shall not be done between 6:00 PM to 7:00 AM, nor on Sundays or legal city holidays, except with written permission of the Owner. Contractor shall submit a request to the Owner two weeks in advance of such work. Owner shall be notified 48 hours prior to any work planned for Saturdays. Emergency work may be accomplished without obtaining pnor perm1ss10n. PART2 PART3 PRODUCTS - EXECUTION Not Applicable 3.01 SCHEDULE DOCUMENTATION A. Prepare and submit the following construction scheduling documents in accordance with the terms of this section: 1. Preliminary Construction Schedule a. Shall be submitted within 10 days of the date of the Work Order. b. Shall schedule all proposed activities (in bar chart format) for the first 60 days of the project. c. Owner may require more detailed scheduling 2. Submittal Schedule a. The following shall be submitted within 10 days of the date of the Work Order: 1.) Submittal data identified in Item O 13 00 for each specification section. 2.) Projected initial submittal date 3.) Latest date from completion of submittal review 4.) Submittal data shall be prioritized to conform with the requirements of the construction schedule. b. The submittal schedule shall be integrated with the construction schedule. 3. Proposed Construction Schedule a. Shall be submitted within 45 days of the date of the Work Order. Fort Worth Water Department 01310-2 Construction Schedules b. No progress payment will be made until this schedule is submitted and accepted by the Owner and Engineer. c. Construction schedule shall include: 1.) Bar chart illustrating the proposed schedule 2.) Schedule of projected earnings 4. Monthly Progress Report and Schedule Updates a. Submit a revised schedule each month. b. Shall identify all activities commenced during the proceeding month. c. Shall identify all activities completed. d . Shall identify all activities which are behind schedule. e. Shall identify a detailed plan to bring any activities which are behind schedule up to schedule and to maintain the overall completion schedule. f. Shall include an updated submittal schedule g. Summary of overall status of work B. Execute the work in a manner consistent with the proposed schedule. Revise the schedule monthly as necessary to reflect the actual conduct of the work. C. The Owner's maintenance personnel shall perform routine maintenance activities concurrent with the work. Contractor shall coordinate his work to prevent damages and delays to activities conducted by the Owner. 3.02 PARTIAL OR TOTAL SHUTDOWNS A. Regardless of the dates outlined herein, partial or total shutdown and/or bypass of any equipment or facility is subject to the approval of and the operational constraints of the Owner. B. At least fourteen (14) calendar days prior to partially or totally shutting down and/or bypassing equipment or any facility, the Contractor shall submit to the Owner for review: 1. A detailed description of the work to be performed 2. A schedule outlining the duration of each scheduled task and total duration time of the shutdown. 3. A list of all equipment and materials required to complete each task. 4. Documentation that all manpower, equipment, and materials as necessary to complete each task are available on site. Fort Worth Water Department 01310-3 Construction Schedules C. A minimum of two days prior to shutdown and/or bypass, a special coordination meeting will be held with the Contractor , Owner, and Engineer to review the shutdown procedures. D. The Contractor shall provide any labor assistance necessary to complete shutdown operations including , electrical and control rerouting. E. The Contractor shall work whatever hours are necessary to maintain schedules during shutdown and/or bypasses . Fort Worth Water De partment 01310-4 Con struction Schedules PART 1 GENERAL 1.01 SCOPE ITEM 01320 PROGRESS REPORTS Contractor shall maintain and provide progress sch edules and reports throughout the duration of the contract. PART2 PART3 PRODUCTS - EXECUTION 3 .01 REPORTS Not Applicable A. Prepare and maintain a current detailed progress and schedule chart in bar graph form , supporting the contract completion date. Prepare progress and schedule chart based on date of the Work Order. B. Submit three (3) copies of progress and schedule chart to the Engineer and Owner each month upon completion of the items represented in the chart. C. Submit three (3) copies ofM/WBE monthly progress report with each pay request. 3.02 SUBMITTALS Submit firs t progress and schedule chart within ten (10) days after the date of the Work Order. Submit three (3) copies of the progress and schedule chart, provided at least ten (10) working days have intervened since submission of the last chart. Otherwise, submit on the same date of the next month. Fort Worth W ater Department 01320 -I Progress Reports PART 1 GENERAL ITEM 01370 SCHEDULE OF VALUES 1.01 SCOPE Contractor shall develop and submit to the Owner for approval a Schedule of Values for the project. 1.02 RELATED WORK AND SPECIFICATIONS A. General Provisions B. C. PART2 PART3 Item 01025 Item 01300 PRODUCTS - EXECUTION Measurement and Payment Submittals Not Applicable 3.01 SCHEDULE OF VALUES A. Within ten (10) calendar days following the date of Notice to Proceed, the Contractor shall submit to the Engineer and Owner, in triplicate, a tentative Schedule of Values ( a breakdown of all lump sum bids) which in tum shall be used to determine partial payment estimates and may be used to verify costs of credits , change orders, etc. 1. The tentative schedule of values will be reviewed by the Owner to determine whether , in his judgment, the schedule of values is of sufficient detail and if the prices included are "unbalanced" or "front-end loaded", in an effort to inflate the prices of those items of work to be completed in the early stages of work. 2. The Owner will provide the Contractor with his comments, and/or may request additional information from the Contractor to justify certain item quantities and prices. On the basis of the Owner's comments, the Contractor shall revise and resubmit the tentative schedule for further review and /or approval. 3. Once the tentative schedule is approved by the Owner, it shall become the schedule of values to be used in determining partial payment estimates. Three (3) copies of this schedule shall be submitted to the Owner for distribution and use. Fort Worth Water Dep artment 01370 -1 Schedule of Values 4. No partial payment requests (including the first) shall be approved until the Schedule of Values has been approved by the Owner. B. Each partial payment request by the Contractor shall be based on the approved Schedule of Values indicating the total quantity and price of the work completed to the date of the request. After approval of the submittal , no modifications will be made to the Schedule of Values, except as required by approved change orders. C. In so far as possible, total quantities and unit prices shall be shown for all items of work, separating for each item the materials and labor and such other sub-items as the Contractor may desire. "Lump Sum", "miscellaneous", and other such general entries in the schedule shall be avoided whenever possible. D. A separate schedule of values shall be prepared for each lump sum bid item . The sum of the items listed on the schedule of values shall equal the contract lump sum price for the bid item. No additional payment will be allowed if the quantities shown on the schedule differ from those actually required to accomplish the work, unless the quantities are altered by change order. E. The Schedule of Values will be used as a guide in evaluating the value of work involved in change orders. F. It is the Owner's intent that the Schedule of Values may also be used as a fair and expedient method of determining the value of items of work deleted, should the Owner so desire. Therefore, it is the Contractor's responsibility, as well as to his advantage, to make the Schedule of Values detailed and each item and its respective value as equitable and accurate as possible. Fort Worth Water Department 01370-2 Schedule of V a lues ITEM01410 TESTING LABORATORY SERVICES PARTl GENERAL 1.01 DESCRIPTION A. Provide testing and inspection, complete, as described in this Section and elsewhere in the Contract Documents. B. Requirements for testing may be described in various Sections of these specifications. 1.02 QUALITY ASSURANCE A. Provide the services of an independent testing laboratory approved by the Engineer. B. Upon completion of each test and/or inspection, promptly distribute copies of test or inspection reports to the Engineer, to government agencies requiring submission of such reports, and to such persons as directed by the Engineer. C. When initial tests indicate non-compliance with the Contract Documents , all subsequent retesting occasioned by non-compliance shall be performed by the same testing laboratory as the sole expense of the Contractor. E. Employment of a testing laboratory by the Owner in no way relieves the Contractor of his obligation to perform the work and perform testing in accordance to the Contract Documents . 1.03 RELATED WORK A. General Conditions of the Contract for Construction. Inspections and testing required by laws, ordinances, rules and regulations, or orders of public authorities are the responsibility of the Contractor. B. Specifications Sections. Contained in the various specification sections are requirements for certification of products, testing, adjusting, and balancing of equipment, and other tests and standards. PART2 PRODUCTS -Not Applicable Fort Worth Water Department 01410 -I Testing Laboratory Services PART3 EXECUTION 3.01 WORK INCLUDED A . Testing is required by an independent testing laboratory hired by the Contractor for the following items of work: 1. Soils compaction control 2. Structural backfill 3. Cast-in-place concrete B. Testing will be performed as required by the project specifications for the following items: 1. Wetwell Lining System 2. Sanitary sewer lines and manholes 3. Equipment testing (if required by specification) 4. Leakage testing of wetwell 3.02 TESTING LABORATORY RESPONSIBILITIES A. Cooperate with Owner, Engineer, and Contractor, providing qualified personnel promptly on notice. B. Perform specified inspections, sampling, and testing of materials and methods of construction. C. Promptly notify Owner, Engineer, and Contractor of irregularities or deficiencies of work that are observed during performance of services. D. Prepare and distribute reports of inspections and tests within three (3) days of test completion. Engineer and inspector shall be copied on all reports. E. Include the following information for each test as well as additional data specified in the applicable section. 1. Date of test 2. Location of test 3. Specified standards 4. Test results 5. Remarks and observations F. The laboratory is not authorized to: 1. Release, revoke, alter, or enlarge on requirements of the Contract. 2. Approve or accept any portion of the work Fort Worth Water Department 01410-2 Testing Laboratory Services 3. Perform any duties of the Contractor. 3.03 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel; provide access to the work or to manufacturer's operations. B. Provide to laboratory preliminary representative samples of materials to be tested in required quantities. C. Furnish copies of mill test reports D. Furnish labor and equipment: 1. To provide access to the work to be tested . This shall include , as necessary , any ladders, scaffold, hoists, etc. needed by laboratory personnel for inspection or testing of the work. 2 . To obtain and handle samples at the site 3. To provide area for laboratory's exclusive use for storage oftest samples. E. When changes of the construction schedule are necessary , coordinate such changes with the testing laboratory as required. 3.04 EQUIPMENT TESTING A. The Contractor shall furnish all materials, labor , and equipment required for preliminary field testing of all equipment to be furnished or for portions of the work that have been completed. B . Upon completion of the work and prior to final acceptance and payment, all equipment to be furnished shall be tested as specified or required to ensure compliance with the drawings and specifications. C. Should the equipment tested, either for preliminary or final tests, not comply with the requirements as set forth on the drawings and specifications, the Contractor shall make the necessary changes and adjustments, or replacements as may be required, and at no cost to the Owner. D. All costs of whatever nature for testing shall be borne by the Contractor at no extra cost to the Owner. 3 .05 CONCRETE TESTING Fort Worth Water Department 01410 - 3 Testing Laboratory Services A. Portland Cement 1. Secure from cement manufacturer Certificates of Compliance delivered directly to the concrete producer for further delivery directly to the testing laboratory. 2. Require the Certificates of Compliance to positively identify the cement as to production lot, bin or silo number, dating and routing of shipment, and compliance with specified standards. B. Aggregate 1. Provide one test unless character of material changes, material is substituted, or additional test is requested by the Engineer. 2. Sample from conveyor belts or batching gates at the ready-mix plant. Test for sieve analysis and specific gravity test to determine compliance with specified standards. C. Laboratory Design Mix: Provide mix design in accordance with ACI 613 . D. Molded Concrete Cylinders: 1. Provide two test cylinders of each class of concrete of each day 's placement. As a minimum, there shall be ten cylinders taken for the new wetwell, six cylinders taken for the new valve vault, four cylinders taken for the masonry enclosure foundation, four cylinders taken for the structural rehabilitation of the existing wetwell, and two cylinders taken for the sidewalks and driveways. 2. For every two cylinders taken, test one cylinder at seven days, and one at 28 days. 3. Report the mix, slump, location of concrete placement, and test results prior to addition of any plasticizers. 4. Take specimens and make tests in accordance with applicable ASTM standard specifications. 3.06 MASONRY Provide mortar compressive strength testing per ASTM C-270. Limit samples taken to four. Fort Worth Water Department 0 1410 -4 Testing Laboratory Services 3.07 SOILS AND MISCELLANEOUS TESTING A. Testing and control of soils shall be performed by testing laboratory in accordance with ASTM standards. B . The Contractor shall furnish materials to be used in soils testing. 3.08 WETWELL LINING Perform thickness , holiday, and bond strength test in accordance with Contract Documents and manufacturer's recommendations. 3.09 SANITARY SEWER AND WATER MAIN Perform testing of sewer and water line trench backfill compaction, low-pressure air test OR video inspection of gravity sewer pipe, pressure testing of force main and water main, and vacuum test of manholes, as described within the Fort Worth Standard Specifications. 3.10 PAYMENT FOR TESTING A. Include within the Contract Sum an amount sufficient to cover all testing and inspecting required under this section of these specifications, and to cover all testing and inspecting required by governmental agencies having jurisdiction. B. The Owner will pay for all testing and inspecting specifically requested by the Engineer over and above those described within the Contract Documents. fort Worth Water Department 01410 - S Testing Laboratory Services ITEM 01430 OPERATION AND MAINTENANCE DATA PART 1 GENERAL 1.01 REQUIRMENTS A. Furnish for each item of equipment or system as specified in the individual technical specification sections . B. Prepare data for use by Owner's personnel in the form of an instructional manual. C. Manual Format (CD with PDF Images may be substituted, if approved) 1. Size: 8-1 /2 inches by 11 inches 2 . Paper: 20 pound minimum , white for typed pages 3. Test: Manufacturer 's printed data, or neatly typewritten . 4 . Three-hole punch data for binding and composition; arrange printing so that holes do not obliterate data. 5. Provide fly-leaf for each separate product, or each piece of operating data, with typed description of product and major component parts of equipment and provide with heavy section dividers with numbered plastic index tabs. 6. Provide each manual with the title page, and typed table of contents with consecutive page numbers. Place contents of entire set, identified by volume number, in each binder. 7. Cover: Identify each volume with typed or printed title "Operation and Maintenance Manual, Volume NO ._ OF_" if applicable, and list : a. Project title b . Designate the system or equipment for which it is intended c. Identity of separate structure as applicable d. Identity of general subject matter covered in manual. Identity of equipment number and specification section. 8. Assemble and bind material in same order as specified. 9. Material shall be suitable for reproduction. 10. Binders shall be commercial quality, permanent, three ring binders. 11. Table of contents, neatly written, arranged in systematic order: a. Contractor, name or responsible principle , address, telephone number. b. List of each product required to be included, indexed to content of each volume. c. List with each product: Name, address, and telephone number of subcontractor, supplier, installer, and maintenance contractor, as appropriate. Fort Worth Water Department 01430 -1 Operation and M a intenance Data d. Identify each product by product name and other identifying numbers or symbols as set forth in Contract Documents. 12. Product Data a. Include only those sheets that are pertinent to specific product. b. Clearly annotate each sheet to: 1.) Identify specific product or part installed 2.) Identify data applicable to installation. 3.) Delete references to inapplicable information. 13. Drawings: Supplement product data with drawirigs as necessary to clearly illustrate: a. Relations of component parts of equipment and systems b . Control and flow diagrams c. Coordinate drawings with project record documents to assure correct illustration of completed installation. d. Reduced to 8-1/2" by 11 ", or 11" by 17" folded to 8-1/2" by 11". e. Identify specification section and product on drawings. 14. Instructions and Procedures: Within text, as required to supplement product data. a. Handling, storage, maintenance during storage, assembly, erection, installation, adjusting, testing, operating, shutdown in emergency, troubleshooting, maintenance, interface, and as may be otherwise required. b. Organize in a consistent format under separate heading for each difference procedure. c. Provide a logical sequence of instructions for each procedure. d. Provide information sheet for Owner 's personnel, including: 1.) Proper procedures in the event of failure 2.) Instances that might affect the validity of warranties. 15. Warranties, Bonds, and Service Agreements: In accordance with Item O 1700, Contract Closeout 1.02 MANUALS FOR EQUIPMENT AND SYSTEMS A. Content for each Unit (or Common Units) and System: 1. Description of units and component parts, including controls, accessories, and appurtenances. a. Function, normal operating characteristics, and limiting conditions. Fort Worth Water Department 01430 -2 Operation and Maintenance Data b. Performance curves, engineering data, nameplate data, and test results. c. Complete nomenclature and commercial number of replacement parts. 2. Operating Procedures: a. Start-up, break-in, routine, and normal operating instructions. b. Test procedures and results of factory tests where required. c. Regulation, control stopping, and emergency instructions. d. Description of operating sequence by a control manufacturer. e. Shutdown instructions for both short and extended durations. f . Safety precautions. g. Installation instructions. 3. Maintenance and Overhaul Procedures: a. Routing operations b. Guide to troubleshooting c. Disassembly, removal, repair, reinstallation, and reassembly. 4. Installation instructions; including alignment, adjusting, calibrating 5. Original manufacturer's parts list, illustrations, detailed assembly drawings showing each part with part numbers and sequentially numbered parts list, and diagrams required for maintenance . 6. Where applicable, identify installed spares and other provisions for future work. 7 . Manufacturer's printed operating and maintenance instructions 8. As-installed, color-coded piping diagrams B. Maintenance Summary 1. Compile an individual maintenance summary for each applicable equipment item, respective unit or system, and for component or sub-units. 2. Include detailed lubrication instructions and diagrams showing points to be greased or oiled, recommend type, grade, and temperature range of lubricants and frequency of lubrication. 3 . Recommended spare parts: a. Data to be consistent with manufacturer's Bill of Materials/Parts List furnished in O&M manuals. b. Provide MSDS sheets for all chemicals and lubricants C. Content for Each Electric or Electronic Item or System 1. Description of Unit and Component Parts: a. Function and normal operating characteristics Fort Worth Water Department 01430 - 3 Operation and Maintenance Data b. Performance curves, engineering data, nameplate data, and test data . c. Complete nomenclature and commercial number of replacement parts. d. Interconnection wiring diagrams, including control and lighting systems 2. Circuit Directories of Panel boards a. Electrical Service b. Controls c. Communications 3. List of electrical relay settings, and control and alarm settings. 4. Electrical interconnection diagrams by control manufacturer 5. As-installed control diagram by control manufacturer 6. Operating Procedures: a. Routine and normal operating instructions b. Sequences required c. Safety precautions d. Special operating instructions 7. Maintenance Procedures: a. Routine operations b. Guide to troubleshooting c. Adjustment and checking d. List of relay settings , control and alarm contact settings 8. Manufacturer's printed operating and maintenance instructions 9. List of original manufacturer's spare parts , manufacturer's current prices , and recommended quantities to be maintained in storage. 1.03 MANUALS FOR MATERIALS AND FINISHES A. Content for Architectural Products, Applied Materials, and Finishes: 1. Manufacturer's data, giving full information on products a. Catalog number, size, and composition b. Color and texture designations c. Information required for reordering manufactured products 2. Instructions for Care and Maintenance a. Manufacturer's recommendation for types of cleaning agents and methods b. Cautions against cleaning agents and methods that are detrimental to product. c. Recommend schedule for cleaning and maintenance. B. Content for Moisture Protection and Weather Exposed Products 1. Manufacturer's data, giving full information on products a. Applicable standards Fort Worth Water Department 01430 - 4 Operation and Maintenance Data b. Chemical composition c. Details of installation 2. Instructions for inspections, maintenance, and repair. PART2 PART3 PRODUCTS - EXECUTION - Fort Worth Water Department Not Applicable Not Applicable 01430-5 Operation and Maintenance Data ITEM 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 DESCRIPTION A. The facilities and controls specified in this section are considered minimum for the project. The Contractor may provide additional facilities and controls which he considers necessary for the proper execution of the work and to meet his responsibilities for protection of persons, property, and the environment. B. The Contractor shall furnish equipment which will be efficient, appropriate, and large enough to secure a satisfactory quality of work, and a rate of progress which will ensure the completion of the work within the time stipulated in the Contract Documents . C. The Contractor shall be fully responsible for providing all temporary diversion, and dewatering pumping and piping, plumbing, heating, ventilating, lighting, temporary structures, and such other items required to maintain the wastewater collection operations within the scheduling requirements contained in the Contract Documents. Failure to show all details of temporary piping and temporary construction on the drawings or in the specifications shall not relieve the Contractor of the responsibility for constructing the improvements without interrupting wastewater collection operations. PART2 PART3 PRODUCTS - EXECUTION 3.01 UTILITIES Not Applicable A. Sanitary Facilities: The Contractor shall provide and maintain toilets and other sanitary facilities for his employees and his subcontractor's employees that will comply with the regulations of the State and local health departments. B . Water for Construction: The Contractor may use water from existing fire hydrants free of charge. Contractor shall, however, arrange for a fire hydrant meter, and pay the required meter deposit fee. C. Electric Power for Construction: Contractor shall coordinate with Oncor and make arrangements for providing temporary electrical power. The Contractor shall maintain the temporary electric power system during the Fort Worth Water Department 01500-1 Temporary Facilities and Controls contract period at his expense. Electric power obtained through the temporary service shall be paid for by the Contractor. The temporary systems and their components shall be furnished and installed in conformance with the requirements of the National Electric Code (NEC). 3.02 WASTE Provide approved containers for collection and disposal of waste materials, debris, and rubbish. 3.03 SECURITY AND TEMPORARY APPROVED PROTECTION A. Furnish, install, and maintain suitable barriers and protection to prevent public entry, and to protect the work, existing facilities, and existing roads from construction operations. B. The Contractor shall take all necessary measures and be solely responsible for the protection of temporary facilities, finished construction areas, equipment, and materials at the site until the project has been completed and accepted by the Owner. 3.04 SITE MAINTENANCE A. Except as provided herein, no sidewalk, private property, or other areas adjacent to the lift station site shall be used for storage of the Contractor's equipment and materials unless prior written approval is obtained from the legal owner. B. At all times, the Contractor shall maintain areas covered by the contract and public properties free from accumulation of waste, debris, and rubbish caused by construction operations. All trash and waste materials shall be cleaned and disposed in an approved waste receptacle each day. C. Excavated materials shall be removed from the site in a manner that will cause the least damage to adjacent lawns, grassed areas, trees, gardens, shrubbery, or fences regardless of whether these are on private property or public right of ways. Fort Worth Water Department 01500-2 Temporary Facilities and Controls PART 1 GENERAL ITEM 01600 MATERIAL AND EQUIPMENT 1.01 REQUIREMENTS Provide material and equipment as specified conforming to the following: A. Comply with size, make, type, and quality specified, unless specifically authorized in writing by the Engineer. B . Manufactured and Fabricated Products PART2 PART3 1. Design, fabricate, and assemble in accord with the best engineering and shop practices. 2 . Manufacture like parts of duplicate units to standard sizes and gages , to be interchangeable. 3. Products shall be suitable for service conditions. 4. Equipment capacities, sizes, and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing. 5. The materials and equipment used on the work shall correspond to the approved samples or other submitted data. PRODUCTS - EXECUTION Not Applicable 3.01 MATERIALS AND EQUIPMENT A. Materials and equipment incorporated into the work shall: 1. Be new and in current production, conforming to applicable specifications and standards. 2. Comply with size, make, type, and quality specified, or as specifically approved in writing by the Engineer. B. For products specified only by reference standard, select any product meeting that standard. · C. For products specified by naming several products or manufacturers, select any one or the products or manufacturers named, which complies with the specifications. Fort Worth Water Department 01600-1 Material and Equipment D. For products specified by naming one or more products or manufacturers and "or equal", Contractor must submit a request for substitutions for any product or manufacturer not specifically named. 3.02 REUSE OF EXISTING MATERIAL A. Except as specifically indicated or specified, materials and equipment removed from any existing structure shall not be used in the completed work. B. Arrange for transportation, storage, and handling of products which require off-site storage, restoration, or renovation at no additional cost. 3.03 SUBSTITUTIONS A. For a period of thirty (30) days after the date of the Notice to Proceed, Engineer will consider written requests from the Contractor for substitution of products that are specifically called out with a product name. B. Submit to the Engineer a separate request for each product, supported with complete data, with drawings and samples as appropriate, including: 1. Comparison of the qualities of the proposed substitution with that specified. 2. Changes required in other elements of the work because of the substitution. 3. Effect on the construction schedule 4. Cost data comparing the proposed substitution with the product specified. 5. Listing of any required license fees or royalties. 6. Availability of maintenance service, and source of replacement materials. C. Engineer shall be the judge of the acceptability of the proposed s substitution. D. In submitting a request for a substitution, the Contractor represents to the Owner and Engineer that he: 1. Has investigated the proposed product and determined that it is equal to or superior in all respects to that specified. 2. Will provide the same warranties or bonds for the substitution as for the product specified. Fort Worth Water Department 01600 -2 Material and Equipment 3. Will coordinate the installation of an accepted substitution into the work, and make such other changes as may be required to make the work complete in all respects. 4. Waives all claims for additional costs, under his responsibility, which may subsequently become apparent. 5. Any incidental cost associated with using alternative products shall be borne by the Contractor. E . Engineer will review requests for substitutions with reasonable promptness, and notify the Contractor, in writing, of the decision to accept or reject the requested substitution. The Engineer shall be the sole judge of the acceptability of any proposed substitution. 3.04 COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS A. When Contract Documents require that the installation of work comply with manufacturer's printed instructions, obtain and distribute copies of such instructions to parties involved in the installation, including two copies to Engineer. Maintain one set of complete instructions at the job site during installation and until completion. B. Handle, install, connect, clean, condition, and adjust products in strict accord with such instructions and in conformance with the contract requirements. C . Manufacturer's recommendations are minimum standards for handling materials and equipment and the installation of the work. If the project drawings and specifications are more stringent, the requirements of the drawings and specifications shall govern . D . Should job conditions or specified requirements conflict with the manufacturer's instructions, consult Engineer for further instruction. E . Do not proceed with work without clear instructions. F. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically authorized by the Engineer. G . Manufacturer shall supply to the City a Certificate of Compliance on equipment furnished that it meets the specification requirements and has been installed in accordance with manufacturer's instructions . 3.05 TRANSPORATION AND HANDLING OF MATERIALS AND EQUIPMENT Fort Worth Water Department 01600 -3 Material and Equipment A. Materials and equipment to be incorporated in the work shall be handled and stored by the manufacturer, fabricator, supplier, and Contractor before, during, and after shipment in a manner to prevent warping, twisting, bending, breaking, chipping, rusting, and any injury, theft or damage of any kind to the material or equipment. B. Equipment shall be shipped as late as possible to assure its availability when required by the Contractor's schedule . The intent of this requirement is to reduce on-site storage time prior to installation and operation. Under no circumstances shall equipment be delivered to the site more than one month prior to installation without prior written authorization from the Engineer. Equipment shall not be shipped until the submittal review process is complete. r C. Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. D . Immediately on delivery, inspect shipments to assure compliance with requirements of contract documents and approved submittals , and that products are properly protected and undamaged . Notify Engineer immediately upon receipt of shipment. E. Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. F . Materials and equipment delivered to the job shall be unloaded and placed in a manner which will not hamper the normal operation of the existing lift station or interfere with the flow of street traffic. 3 .06 STORAGE AND PROTECTION OF MATERIALS AND EQUIPMENT A. Materials and equipment to be incorporated in the work shall be handled and stored by the manufacturer, fabricator, supplier, and Contractor before, during, and after shipment in a manner to prevent warping, twisting, bending, breaking, chipping, rusting, and any injury, theft, or damage of any kind to the material or equipment. B. Special attention shall be given to the storage and handling of equipment on site. Equipment storage will be approved by the Engineer. As a minimum, the procedure outlined below shall be followed: 1. Equipment having moving parts such as gears, electric motors, and instruments shall be stored in a temperature and humidity controlled building approve by the Engineer, until such time as the equipment is to be installed. Fort Worth Water Department 01600 -4 Material and Equipment 2. Equipment shall be stored fully lubricated with oil and grease, unless otherwise instructed by the manufacturer. 3. Manufacturer's storage instruction shall be carefully studied by the Contractor and reviewed by the Engineer. These instructions shall be carefully followed and a written record shall be kept by the Contractor. 4. Moving parts shall be rotated a minimum of once weekly to insure proper lubrication and to avoid metal to metal "welding". 5. Motors and other equipment fitted with electric heaters shall have the heaters maintained in an energized condition at all times. C. Indoors 1. Store products subject to damage by the elements in weatherproof enclosures. 2. Maintain temperature and humidity within the ranges required by the manufacturer's instructions . 3. Connect and energize motor heaters and other equipment space heaters during storage. D. Outdoors 1. Store fabricated products above the ground, on blocking or skids, prevent soiling or staining. Cover products that are subject to deterioration with impervious sheet coverings; provide adequate ventilation to avoid condensation. 2. Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign matter. 3 . Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions, and are free from damage or deterioration. 3.07 APPURTENATE ITEMS A. Provide wedges, shims, filling pieces, keys, packing, grout, or other materials necessary to properly align, level, and secure apparatus in place. Parts intended to be plumb or level shall be proven exactly so. Grinding necessary to bring parts to proper bearing after erection shall be done. B. Provide openings, channels, and chases, and install anchor bolts and other items to be embedded in concrete, as required to complete the work under this contract and do all cutting and patching as required. C. Furnish sleeves, inserts, hangars, and anchor bolts, required for the execution of the instrumentation and electrical work, specified and shown Fort Worth Water Department 01600 -5 Material and Equipment on the drawings. In no case shall beams, lintels, or other structural members be cut without the approval of the Engineer. 3.08 INSPECTION AND TESTING FOR ACCEPTANCE A. Furnish all materials or specimens for testing and all labor and facilities for inspection of equipment and materials. B. If the Owner requires , either prior to beginning or during the progress of the work, the Contractor shall submit samples or materials for such special tests as may be necessary to demonstrate that they comply with the specifications. Such samples shall be furnished, stored, packed, and shipped as directed at the Contractor's expense. Except as otherwise noted, the Owner will make arrangements for and pay for the tests. C. Delay of approval resulting from the Contractor's failure to submit samples or data promptly shall not be used as a basis of a claim against the Owner or Engineer. 3.09 REJECTION OF MATERIALS AND EQUIPMENT A . Materials and equipment which, in the opinion of the Engineer, have become so damaged as to be unfit for the use intended or specified shall be promptly removed from the site of Work. The Contractor shall receive no compensation for the damaged material or its removal. B. Damaged material and equipment shall be replaced at the Contractor's expense. 3.10 PROTECTION AFTER INSTALLATION Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Fort Worth Water Department 01600 - 6 Material and Equipment PARTl GENERAL 1.01 SUBMITTALS ITEM 01651 TESTING AND STARTUP A. Submit to Engineer, for approval, start-up and test schedule minimum of 3 0 days prior to commencing work specified in this section. B. Submit to Engineer, a minimum of three copies of manufacturer's representative's installation report, field test data, test records, and a log of the testing and start up procedure for each item of equipment and system. 1.02 SERVICE OF MANUFACTURER"S REPRESENTATIVE A. The contract price for the project shall include the cost of furnishing competent and experienced personnel who shall represent the manufacturers and shall assist the Contractor, to install, adjust, and test the equipment in conformity with the Contract Documents. B. After the equipment is installed by the Contractor, such personnel shall make all adjustments and tests required to prove that such equipment is in proper and satisfactory operating condition. PART2 PART3 PRODUCTS - EXECUTION Not Applicable 3.01 TESTING AND STARTUP PLAN A. Submit plan which includes a schedule of manufacturer's representative visits and for testing and startup of all equipment and systems provided with the work. B . Include in the startup plan: 1. Sequences 2. Lock-out procedures and safety precautions 3. Utility requirements C. The plan shall include the manufacturer's representative schedule with the name of the representative, date, and purpose for each visit identified. Fort Worth Water Department 01651 -1 Testing and Startup 3.02 PREPARATION A. Complete equipment installation with controls, safety devices and auxiliary support systems necessary to start the equipment and verify the equipment functions correctly under no load conditions. B. Remove temporary bracing supports and other construction debris that may damage equipment. C. Remove protective coatings and oils used for protection during shipment and installation. D. Flush and lubricate systems in accordance with Manufacturer's recommendations. E. Install temporary connections and devices required to fill, operate, checkout and drain the system. F. Check equipment for correct direction of rotation and freedom of moving parts. G. Align equipment to manufacturer's tolerances. H. Check installation prior to start-up for conformance to manufacturer's instructions. I. Adjust or modify equipment to make equipment properly operational. J. Correct any deficiencies or problems noted in manufacturer's representative installation reports. K. Submit manufacturer's representative's installation reports with corrective action noted. 3.03 TESTING AND STARTUP A. Begin testing and startup procedures after approval by Engineer of testing and startup plan and after receipt of manufacturer's installation report. B. Make final connections to equipment and complete the system installation necessary to apply the system loads to the equipment and verify the equipment functions correctly. C. Start equipment according to manufacturer's instructions. Fort Worth Water Department 01651-2 Testing and Startup D . Operate the system through the design performance range consistent with the available flows. Adjust, balance, calibrate, and check out the equipment, safety devices, controls, and process system to operate within the design conditions . E. Perform acceptance test as outlined in Item 11316 -Submersible Pumps. Also perform acceptance test as outlined in Section 16220 -Standby Generator. F. Submit log of testing and startup procedure, field data test, and applicable test records to Engineer and Owner. Fort Worth Water Department 01651 - 3 Testing and Startup PART 1 GENERAL ITEM 01700 CONTRACT CLOSEOUT 1.01 SCOPE A. Comply with the requirements stated in the Contract Documents in closin g out the work. B. Comply with related requirements in other parts of the Contract Documents, including fiscal provisions , legal submittals , and additional administrative requirements. PART2 PART3 PRODUCTS - EXECUTION Not Applicable 3.01 FINAL INSPECTION A. When the Contractor considers the work complete, he shall submit written certification to the Engineer that: 1. Contract Documents have been reviewed 2 . Contractor has inspected for compliance with the Contract Documents . 3. Work has been completed in accordance with Contract Documents. 4. Equipment and systems have been tested in presence of the Engineer and Owner's representative and are operational. 5. Work is completed and ready for final inspection B. The Owner and Engineer will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should the work be designated as incomplete and defective: 1. Engineer will promptly notify the Contractor in writing, listing the incomplete or defective work. 2. Contractor shall take immediate steps to remedy the stated deficiencies , and send a second written certification to the Engineer that the work is complete. 3 . The Owner and Engineer will re-inspect the work. · 4 . When the work is acceptable under the Contract Documents, the Contractor shall be requested to make closeout submittals. Fort Worth Water Dep artm ent 01700 -1 Contract Clo seout 3.02 CONTRACTOR'S CLOSEOUT SUBMITTALS TO OWNER/ENGINER A. Project Record Documents to comply with Item 01720 B. Operation and Maintenance Data to comply with Contract Documents C. Evidence of Payment and Release of Liens : Submit the following in such form as approved by the Engineer: 1. Contractor's affidavit of payment of debts and claims. 2. Contractor's affidavit of release of liens, with: a. Consent of surety to final payment b. Separate releases or waivers of liens for subcontractors and others with lien rights against property of Owner. 3. All submittals shall be duly executed before delivery to Engineer. D. Certificate of Insurance for Products and Completed Operations E. Equipment Warranties and Bonds, see requirements of Item 01750 F. Certification from all manufacturers of proper equipment installation, testing, and demonstration as specified in Contract Documents. 3.03 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to Engineer B. Statement shall reflect all adjustments to contract sum: 1. Original contract sum 2. Additions or deductions resulting from: a. Previous change orders b. Deductions for uncorrected work c. Deductions for liquidated damages d. Other adjustments 3. Total contract sum, as adjusted 4. Previous payments 5. Sum remaining due C. Engineer and Owner will prepare any final change orders, reflecting approved adjustments to contract sum which were not made by previous change orders . Fort Worth Water Department 01700 -2 Contract Closeout 3.04 FINAL APPLICATION FOR PAYMENT A. Contractor shall submit the final application for payment in accordance with procedures and requirements stated in the Contract Documents. B. Final payment shall not be approved until all Contract Closeout requirements have been met and all other contract requirements fulfilled. Fort Worth Water Department 01700 -3 Contract Closeout ITEM 01720 PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.01 SCPOPE A . Prepare and maintain record documents for the project to accurately reflect the construction as built. Documents must be submitted at work completion as a condition for final acceptance . B. Meet with the Engineer's representative monthly to review as-built plans. PART2 PART 3 - Progress payments will not be approved unless Record Documents are up to date. PRODUCTS - EXECUTION Not Applicable 3.01 MARKING Mark all changes with a red pencil. 3.02 RECORDING A. Keep record documents current. B . Stamp each document "PROJECT RECORD" in neat , large , printed letters. Legibly mark contract drawings to record actual construction : 1. Horizontal and vertical location of underground and under-slab utilities and appurtenances referenced to permanent surface improvements. 2. Location of internal utilities and appurtenances referenced to permanent surface improvements . 3. Field changes of dimension and detail 4. Changes made by change order. 5. Details not on original contract drawings C. Legibly mark specifications and addenda to record: 1. Manufacturer, trade name , catalog number, serial number, and supplier of each product and item of equipment actually installed . 2. Changes made by change order or field order. 3. Other matters not originally specified. Fort Worth Water De partment 01720 - 1 Project Record Documents 3.03 SUBMITTAL A. At project completion, deliver record documents to the Engineer. Place all letter-sized material in a three ring binder, neatly indexed. Bind contract drawings and shop drawings in rolls of convenient size for ease of handling. B. Accompany the submittal with a transmittal letter in duplicate, containing: 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each record document 5. Certification that each document as submitted is complete and accurate. 6. Signature of Contractor. Fort Worth W ater Dep artment 01720 -2 Project Record Documents PART 1 GENERAL 1.01 SCOPE ITEM 01750 WARRANTIES AND BONDS A. Provide duplicate, notarized copies of warranty documents . Execute Contractor's submittals and assemble documents executed by subcontractors , suppliers, and manufacturers. Provide table of contents and assemble in binder with durable plastic cover. B. Submit material prior to final application for payment. For items of work delayed materially beyond the date of Substantial Completion, provide updated submittal within ten days after final acceptance , listing date of substantial completion as start of warranty period. C. Maintain and keep in good repair the improvements covered by these drawings and specifications during the life of the Contract. D. Indemnify the Owner against any repairs which may become necessary to any part of the work performed and to items of equipment and systems procured for or furnished under this Contract, arising from defective workmanship or materials used therein, for a period of two (2) years after date of final substantial completion of the work . Such warranty period shall be provided by the Contractor regardless of supplier's standard warranty provisions. E. The Contractor shall , at his own expense, furnish all labor, materials, tools, and equipment required, and shall make such repairs and removals or shall perform such work or reconstruction as may be made necessary by any structural or functional defect or failure resulting from neglect, faulty workmanship, or faulty materials, in any part of the work performed by him . Such repair shall also include refilling of trenches, excavations, or embankments which show settlement or erosion after backfilling placement. F. Except as noted on the drawings or as specified, all structures such as embankments and fences shall be returned to their original condition prior to the completion of the Contract. Any and all damage to any facility not designate for removal resulting from the Contractor's operations, shall be promptly repaired by the Contractor at no cost to the Owner. G. In the event the Contractor fails to proceed to remedy the defects of which he has been notified within fifteen ( 15) days of the date of such notice, the Owner reserves the right to cause the required materials to be procured Fort Worth Water Department 01750-1 Warranties and Bonds and the work to be done, as described in the drawings and specifications, and to hold the Contractor and the sureties on his bond liable for the cost and expense thereof. H. In the event that immediate repairs are necessary to continue operations at the facility, the Owner reserves the right to cause those repairs to be made and hold the Contractor liable for the expense of such repairs . In such a case, every reasonable effort will be made by the Owner to notify the Contractor in advance but, failure of such notification shall not constitute a waiver of the Contractor's liability. In any case, the Contractor will be notified as soon as reasonably possible of the need for such repairs. I. Notice to Contractor for repairs and reconstruction will be made in the form of aletter addressed to the Contractor at his home office. PART2 PART3 PRODUCTS - EXECUTION - Fort Worth Water Department Not Applicable Not Applicable 01750-2 Warranties and Bonds ITEM020 10 SUBSURFACE INVESTIGATION PARTl GENERAL 1.01 SCOPE Soil investigations were accomplished on the site for use in the design of the proposed facilities. 1.02 RELATED REQUIREMENTS A. B. PART2 PART3 Item 02220: Item 02530: Structural Excavation, Fill, and Backfill Dewatering and Drainage PRODUCTS - EXECUTION Not Applicable 3.01 SOIL INVESTIGATIONS REPORTS A. A geotechnical investigation, including a soil boring, was conducted at the lift station site on September 2, 2009 by Globe Engineers, Inc. 17819 Davenport Road, Suite 240, Dallas, TX 75252. The report is attached to these contract documents, labeled as "Appendix B" -Geotechnical Report. B. Subsurface information contained within the above report or indicated on the drawings was obtained by the Owner solely for use by the Engineer in establishing design criteria for the project. The accuracy of the information is not guaranteed and it is not to be construed as part of the project specifications governing construction on the project. Neither the Owner nor the Engineer accept any responsibility for any deviation in soil types and/or depths shown on the borings. 3 .02 CONTRACTOR'S RESPONSIBILITY A. The Contractor shall review the available soil report and boring log and any other material prior to bidding, and make his own determinations as to all subsurface conditions. Boring data only indicates subsurface conditions at the boring location . B. The Contractor's attention is directed to those portions of the soil reports that outline ground water conditions at the site. Contractor is to make his own determinations and evaluations regarding groundwater control prior to submitting bid . Fort Worth Water Department 02010 -1 Subsurface Investigation PART 1 GENERAL 1.01 DESCRIPTION ITEM 02121 CLEARING AND GRUBBING Remove and dispose of trees, stumps, brush, roots, vegetation, logs, rubbish, and other objectionable matter in embankment and excavation areas . 1.02 RELATED WORK A. Item 02220 Structural Excavation, Fill, and Backfill B . D-25 of Special Conditions, "Disposal of Spoil/Fill Material" PART2 PART3 PRODUCTS - EXECUTION Not Applicable 3.01 CONSTRUCTION METHODS A. Clear excavation areas of stumps, brush, logs, rubbish, trees, and shrubs, including any buried trees or other materials found in the excavation. B. Clear and grub areas required for construction, roadway, and driveway . At areas required for sidewalks or driveways, remove all stumps and roots to a depth of at least 2' below the existing ground surface. Backfill and tamp all holes remaining after clearing and grubbing. Blade areas to prevent ponding of water and to facilitate drainage. C. Do not cut or deface timber outside of construction areas D. Topsoil shall be stockpiled as directed by the Engineer. 3.02 DISPOSAL A. Dispose of cleared and grubbed material as specified in the Special Conditions, D-25, "Disposal of Spoil/Fill Material". B. No burning is permitted. Fort Worth Water Department 02121 -1 Clearing and Grubbing ITEM02150 LIFT STATION DEMOLITION PART 1 GENERAL 1.01 SUMMARY A. This item shall govern the taking down, cutting away, breaking out , and removing the electrical, mechanical, and structural hardware and equipment from the existing lift station wetwell and drywell; cutting and plugging existing pipe penetrations, removal of access hatches and electrical hardware into wetwell and drywell, permanent abandonment of the wetwell and drywell as detailed in the plans, and backfilling and compacting the abandoned structures with approved backfill or flowable fill material, as shown in the plans . B . Offsite disposal and/or salvaging of indicated components. 1.02 PROJECT CONDITIONS A. Conditions existing at the time of commencement of contract will be maintained by Owner insofar as practicable, until the new lift station has been successfully tested and brought on line. B. Property Protection: Contractor shall be responsible for the protection of adjoining property. 1.03 SUBMITTALS A. Submit demolition and salvage procedures and schedule under provisions ofltem 01300 "Submittals" The submittal shall include the following: 1. Coordination schedule for shut-off, capping, and continuation of utility service, as required. 2. Detailed description and order of operations of the demolition and salvage, and abandonment and removal of lift station wetwell and drywell. 3. Submit mix design for flowable fill used as backfill material. 1.04 PROTECTION Fort Worth Water Department 02150 -1 Lift Station Demolition A. B. PART2 Take care to ensure that there will be no damage to elements or portions thereof which are not required to be removed from the site. Erect and maintain temporary bracing, shoring, lights, barricades, signs, and other means to protect workers and other persons; all in accordance with applicable regulatory requirements. PRODUCTS 2.01 GENERAL A. Materials designated for demolition shall become the Contractor's property; remove and dispose of such materials unless otherwise indicated or specified. B. Equipment items to remain the Owner's property will be removed and salvaged by the Contractor. Salvaged items shall be delivered by the Contractor to the Holly Water Treatment Plant, located at 1500 nth Avenue. Items not designated to be salvaged shall be considered debris and shall be removed and disposed of accordingly, at the Contractor's expense . C. PART 3 - Carefully disconnect, remove, clean if necessary, and protect the items directed by the Owner to be salvaged. EXECUTION 3.01 PREPARATION A. Provide safe working conditions for employees throughout demolition, removal, and salvage operations. Observe safety requirements for work below grade. B. The Contractor shall be responsible for safety and integrity of adjacent structures and shall be liable for any damage due to movement or settlement. Provide proper framing and shoring necessary for support. Cease operations if an adjacent structure appears to be endangered. Resume demolition only after the proper protective measures have been taken. C. Locate, disconnect, remove and cap designated utility lines within demolition areas. D. Mark location of disconnected utilities. Identify utilities and indicated capping or plugging locations on the Project Record Documents. Fort Worth Water Department 02150-2 Lift Station Demolition 3.02 ENVIRONMENTAL CONDITIONS A. Do not use water where is can create dangerous or objectionable conditions, such as slope instability, flooding, erosion, or sedimentation of nearby streams or ditches. B. Dispose of removed equipment, materials, waste and debris in a manner conforming to applicable laws and regulations. 3.03 LIFT STATION DEMOLITION A. Remove designated electrical, mechanical, and structural hardware from lift station drywell. Salvage designated items, dispose of remaining items. B . Excavate, cut, remove, and backfill existing steel drywell structure. C. Coordinate electrical removals with Oncor and AT&T, as necessary. Verify that power and telephone is properly de-energized/disconnected. D. Remove wetwell top sections, access hatches, and vent pipes. Excavate and remove wetwell walls to designated elevations. E. Fill wetwell with flowable fill material, up to the elevations designated on the plans. 3.04 PIPES, DUCTS, AND CONDUITS A. Remove deactivated mechanical, plumbing, and electrical conduit, including fastenings, connections, and other related appurtenances and accessories which would otherwise be exposed in the completed work or interfere with construction operations. B. Cut and plug deactivated piping systems at points of cutoff and as shown in the drawings. 3.05 MANHOLES Remove and dispose of manholes identified on plans to be removed. 3.06 MEASURMENT AND PAYMENT Item shall be measured and paid at the lump sum for the salvage and removal of designated equipment, disposal of equipment, excavation, removal, disposal and abandonment of steel drywell, excavation and removal of reinforced concrete wetwell, to the elevation designated on the plans, and the installation and compaction of flowable fill and backfill material. Fort Worth Water Department 02150 -3 Lift Station Demolition ITEM 02200 Vinyl Coated Chain Link Fence and Gate PART 1 GENERAL 1.01 SCOPE OF WORK Furnish all labor, materials, equipment, and incidentals necessary to install a black vinyl coated chain link fence and black steel ornamental fence and gate as shown on the drawings and specified herein. The fence shall be 8 ' -0" high above grade. 1.02 SHOP DRAWINGS Submit to the Engineer for review, as provided under Section 01300 , shop drawing submittals showing layout and details of construction and erection of fence , fence posts, gates , and all accessories required. PART2 PRODUCTS 2.01 MATERIALS A . The following specifications of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification. B. Fabric: ASTM A392 , No. 9 gauge core, 6 gauge, finish black vinyl , 2" inch mesh. C. Line Posts: 2-3 /8 inch O.D ., schedule 40 galvanized steel pipe, black vinyl coated, conforming to ASTM A120, m D. Terminal Posts : 3 inch O.D., schedule 40 galvanized steel pipe, black vinyl coated, conforming to ASTM A120 E. Swing and Gate Posts: Same as terminal posts. F. Post Tops: provide weather tight closure cap with loop to receive top rail ; one cap for one post. Galvanized steel with black vinyl coating. G . Top Rails: 1-5 /8 inch O.D., schedule 40 galvanized steel pipe, black vinyl coated, conforming to ASTM A120 . H . Bracing: Brace terminal posts . Brace member to be same as top rail. Fasten brace member to terminal and first line post securely. Tie terminal post, near ground line , to line post at brace member with tension rod of 3/8-inch minimum diameter, complete with turnbuckle. Fort Worth Water Department 02200 -1 Vinyl C oated Ch ain Link Fence and Gat e I. J. K. Stretcher (tension) Bars: Not less than 3/16-inch by %-inch and not less than 2 inches shorter than the normal height of the fabric with which they are to be used. Tension wire shall be 7 gauge, 6 gauge finish black vinyl coated, conforming with ASTM A-824. Wire Ties or Clips: Securely fasten to all line posts using 11 gauge tie wires a minimum of 14 inches apart, and to top rail with 11 gage tie wires, spaced approximately 24 inches apart. All wire or clips to be vinyl coated. Swing Gates: Standard heavy type, welded, watertight, rigid frame of 2- 3/8" inches O.D. pipe, or 2 inches square tubing with adequate internal bracing and tension members to prevent sagging. Fabric shall be same as the fence. Furnish hinges, latches, stops, keepers, and similar items as approved. Gates to swing open 180 degrees with keepers to hold gates in open position. Furnish latches with provisions for padlocking. Also furnish I-inch chain 20 inches long for OWNER's lock . 2.02 GALVANIZING Hot-dip galvanized component metal parts of fence. Provide 2.0 ounces minimum zinc coating per square foot of surface, unless otherwise specified. Galvanizing to withstand 12 one-minute dips as required by the Preece test, ASTM A239, unless otherwise specified. 2.03 ORNAMENTAL BLACK STEEL FENCE Ornamental black steel fence shall be Ameristar Montage Classic Steel Fence, 8' tall, black, with double leaf gated opening. Follow manufacturer's recommendations for installation. PART3 EXECUTION 3.01 INSTALLATION A. B. C. Post Holes: Post holes shall be accurately centered along the fence line. Setting of Posts: Posts shall be set to proper elevation along the line of the fence and in the center of the excavation for concrete base. The posts shall be braced in a plumb and true position until the concrete has been poured and allowed to harden . Concrete shall achieve a minimum 3,000 psi compressive strength after seven days. Posts shall have concrete footings of 12 inches diameter and a minimum of 3 feet in depth. Line posts shall be spaced a maximum of 8' on centers between terminal posts. Stretcher Bars: Stretcher bars shall not be less than 3/16-inch by %-inch in cross section, or equivalent cross sectional area, and shall be of the lengths Fort Worth Water Department 02200 -2 Vinyl Coated Chain Link Fence and Gate required for the full height of fabric installed. The stretcher bars shall be attached to the fabric by clamps or by positive mechanical means. One stretcher bar shall be provided for each gate post and two for each comer post. D. Top Rails: Top rails shall be fitted with couplings for connecting the lengths into a continuous run. The couplings shall not be less than 6 inches long, shall provide a substantial connection, and shall allow for expansion and contraction of the rail. Suitable tie clips shall be provided in sufficient number for attaching the fabric securely to the top rail at intervals not exceeding 24 inches. Means shall be provided for attaching the top rail to each gate, comer, pull, and end post. Top rails shall be installed after concrete has set around post. E . Fabric : Fabric shall be installed with the equipment and tools in accordance with the methods recommended by the manufacturer. Sufficient stress shall be applied to the fabric to take up all the slack and present a smooth uniform surface along the line of the fence. Distortion of the fabric by overstretching shall be avoided . Fabric shall be secured to the line posts and top tension wire with suitable tie clips for approved gauge and design, 24 inches on center to the top rails and 12 inches on center to line posts . F . Gates : Gates shall be hung so as to swing freely and not drag or bind on opening . The hinges shall be set so as not to twist or turn under the action of the gate. The gates shall be easily swung back as far as possible and held in the open position by stops. Furnish a I-inch chain 20 inches long for Owner's lock. Gates shall be furnished and installed in locations and sizes as shown on the drawings. G. Mow Strip: Provide an 8" wide x 4 " thick concrete mow strip which shall be flush with the proposed grade. Concrete shall be 3,000 psi mix. Provide #3 steel either side of post, continuous . Center fence posts within mow strip . No mow strip required where fence spans concrete driveway. 3 .02 PROTECTION Locate all utilities prior to setting fence posts. Contractor shall be responsible for any damage to existing utilities as a result of setting fence posts. 3 .02 MEASUREMENT AND PAYMENT Item shall be measured and paid per linear foot of vinyl coated chain link and ornamental fence installed, to include posts, fabric, frame, ties, rails, reinforced concrete mow strip, swing gates, etc . and all labor required. Fort Worth Water Department 02200 - 3 Vinyl Coated Chain Link Fence and Gate PART 1 GENERAL ITEM 02212 FINISH GRADING 1.01 QUALITY ASSURANCE Topsoil material and source shall be inspected and approved by the Engineer prior to placement at the site of work. 1.02 DEFINITIONS A. B. PART2 Maximum Dry Density -Determined by ASTM D 698 Optimum Moisture -Determined by ASTM D 698 PRODUCTS 2.01 TOPSOIL Topsoil may be stockpiled on-site material , supplemented by approved off-site material as required . Stockpiled and off-site topsoil shall be free from lumps, clay, toxic substances, roots, debris, and stones over 1" in diameter. PART3 EXECUTION 3.01 PERFORMANCE A. Finish Grading 1. Rough grade compacted fill allowing for a maximum amount of natural settlement and compact. Eliminate uneven areas and low spots. Remove debris, roots, branches , stones, etc. in excess of three inches in size. Remove fill material which has been contaminated with petroleum products . 2. Compact areas which are to receive paving or stabilized base to subgrade elevation and to at least 95 percent maximum dry density. Moisture shall be between optimum and 5 percent above optimum. 3. Bring compacted fill to required levels , profiles , and contours. Make changes in grade gradually. Blend slopes into level areas. 4. Slope grade away from structures minimum 6 inches in 6 feet , unless otherwise indicated on the drawings. Fort Worth Water De partment 02212 -I Finish Grading 5. Where fill to required subgrade elevation is less than 6 inches, scarify to a depth of 6 inches and compact. 6. Cultivate subgrade to a depth of 6 inches where topsoil is to be placed. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has compacted subgrades. B. Placing Topsoil 1. Place in minimum 4 inches depth up to finished grade elevations 2. Use topsoil in relatively dry state . Place during wet weather. 3. Fine grade topsoil eliminating rough and low areas to ensure positive drainage. Maintain levels, profiles, and contours of subgrades . Rake until surface is smooth. 4. Remove stone, roots, grass, weeds, debris, and other foreign material while spreading. 5. Manually spread topsoil around trees, plants, and structures to prevent damage which may be caused by grading equipment. 6. Lightly compact, 90% minimum of maximum dry density as defined by ASTM D 698. 3.02 MAINTENANCE A. Protect newly graded areas from traffic and erosion; keep free from trash and rubbish. B. Repair settled, eroded, or rutted areas, using additional topsoil upon final acceptance of the facilities. C. Repair any sloughing, sliding immediately. Bench any slide areas 8 inches deep. Fort Worth Water Department 02212 - 2 Finish Grading ITEM 02220 STRUCTURAL EXCAVATION, FILL, AND BACKFILL PARTl GENERAL 1.01 SCOPE OF WORK This section describes requirements for : A. The excavation for all structures , backfilling around completed structures, and the disposal of all excess excavated material. All operations required for the proper completion of the excavation work, including sheeting, shoring, and bracing, dewatering of excavations, and compaction of backfill are included. B. All fill required for completion of the work as shown or specified. 1.02 REFERENCED STANDARDS American Society for Testing and Materials (ASTM), latest version A. ASTM C 33 -Standard Specification for Concrete Aggregates B. ASTM C 40 -Standard Test Method for Organic Impurities in Sand for Concrete C . ASTM C 136-Standard Test Method for Sieve or Screen Analysis of Fine and Coarse Aggregate D . ASTM C 150 -Standard Specification for Portland Cement E . ASTM D 4318 -Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils F. ASTM D 698 -Laboratory Compaction Characteristics of Soil Using Standard Effort G. ASTM D 1557 -Standard Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10 lb Rammer and 18" Drop H. ASTM D 4253 -Maximum Index Density of Soils Using a Vibratory Table Fort Worth Water Depart ment 02220 -1 Structural Excavation, Fill, and Backfill 1.03 SUBMITTALS Submit the following in accordance with the General Conditions and General Requirements of the Contract Documents . A. Testing laboratory reports, as specified or required, to show compliance with the specifications for material from off-site locations. The specified tests shall be performed by a certified independent laboratory employed and paid by the Contractor. B . Submit details of any proposed dewatering system and/or shoring system to the Engineer for review prior to installing the dewatering and/or shoring system. The submittal will be reviewed only for specification compliances and not adequacy of the Contractor's proposed system . Review and acceptance by the Engineer will not relieve the Contractor of any responsibility for the adequacy of the dewatering and/or shoring system. C. Submit certification from the landowner of each proposed off-site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials . The certification shall be furnished to the Owner prior to proceeding to furnish soils to the site. 1.04 PROTECTION OF FACILITIES A. Before the start of earthwork operations, adequately protect utilities, trees, shrubs, and other permanent objects . Costs resulting from damage to permanent facilities due to negligence or lack of adequate protection will be charged to the Contractor. B. Provide surface drainage during the period of construction to protect the work and to avoid nuisance to adjoining property. C. The Contractor shall conduct operations in such fashion that trucks and other vehicles do not create dirt nuisance in the streets. The truck beds shall be sufficiently tight, and shall be loaded in such a manner that objectionable materials will not be spilled onto the streets. Any dirt, mud, or other materials that is spilled onto the streets or deposited onto the streets by the tires of vehicles will be promptly cleaned by the Contractor. 1.05 QUALITY ASSURANCE The Contractor will arrange for the services of a testing laboratory, as specified in the General Requirements, to perform compaction tests on the compacted materials . The Contractor shall notify the Owner's Representative at least 48 Fort Worth Water Department 02220 -2 Structural Excavation, Fill, and Backfill hours in advance of the time at which tests will be taken. Any area failing to comply with the specifications shall be reworked as required. 1.06 INSPECTION OF EXCAVATIONS A . B. PART2 Notify the Engineer's representative at least 48 hours prior to completion of any ex cavation so that the excavation may be inspected. Do not place reinforcing steel or concrete in the excavation prior to inspection unless the Engineer has given approval to proceed without inspection. Notify the Engineer's representative at least 48 hours prior to backfilling pipe trenches . Do not begin backfilling of pipe trenches until all pipe joints hav e been inspected, pipes tested, and approved unless the Engineer's representative has given approval to backfill the trenches without inspection. PRODUCTS 2.01 NON-EXPANSIVE EARTH FILL A. The non-ex pansive earth fill shall consist of soil materials with a liquid limit of 3 5 or less , a plasticity index between 8 and 20, a minimum of 3 5 percent passing the No. 200 sieve, a minimum of 85 percent passing the No . 4 sieve , and which are free of organics or other deleterious materials . When compacted to the recommended moisture and density , the material shall have a maximum free swell value of 0 .5 percent and a maximum hydraulic conductivity (permeability) of lE-05 cm/sec, as determined by laboratory testing of remolded specimens of the actual materials proposed for the non-expansive earth fill. B. On-site excavated materials complying with the requirements of paragraph 2.0IA, can be used as non-expansive earth fill. Prior to using the on-site excavated material , the material shall be tested by a certified independent laboratory employed and paid by the Contractor. Contractor shall submit test results to the Engineer's representative for approval prior to placing the material. C . Prior to bringing any of the proposed material to the site, submit for review to the Engineer's representative, an analysis of the proposed material including moisture-density relationship curve prepared in accordance with ASTM D 698 by a certified independent testing laboratory employed and paid by the Contractor. Fort Worth Water De partm ent 02220-3 Stru ctural Excavation, Fill , and Backfill 2.02 SAND Where sand is shown or specified, use natural sand meeting ASTM C 33 requirements for fine aggregate. 2.03 CONCRETE BACKFILL Concrete backfill shall be Class E (1 ,500 psi) concrete as specified in Section El- 20 of the Fort Worth Water Department's Material Specifications, dated January 1, 1978 . 2 .04 SEAL SLABS Where specified on the drawings, the Contractor shall place a 4 inch thick Class E (1 ,500 psi) concrete and mud slab within 12 hours of the removal of the last 12 inches of an excavation. 2.05 FILTER MATERIAL A. Where shown, use a mixture of coarse aggregate and fine aggregate for the filter material. B. Coarse aggregate shall consist of gravel , crushed gravel, or crushed stone and shall have a gradation limit of %-inch to No. 4 complying with ASTM C 33 (Type 7). C. Fine aggregate shall consist of natural sand and shall comply with the requirements of ASTM C 33 for fine aggregate . 2.06 GRANULAR FILL A. Class 1 Aggregate Fill: Consist of durable particles of crushed stone free of silt, clay, or other unsuitable m aterials and have a percentage of wear of not more than 40%, when tested in accordance with ASTM C 131 and ASTM C 535. The material should meet the following gradation in accordance with ASTM D 448: Sieve Size 1-1 /2 inch 1 inch Yz inch No.4 No. 8 F ort Worth Water Departm ent 02220 - 4 Percent Passing 100 95 -100 25 -60 0 -10 0-5 Structural Excavation, Fill, and Backfill B. Class 2 Aggregate Fill: Consist of washed and screened gravel and natural sands manufactured by crushing stones complying with the requirements of ASTM C 33, "Standard Specifications for Concrete Aggregates", except that the gradation should be as follows: Sieve Size Vi inch 3/8 inch No.4 No. 8 No. 16 No. 30 Percent Passing 100 95 -100 80 -95 65 -85 50 -75 25 -60 C. Class 3 Aggregate Fill: Consist of durable particles of crushed stone free of silt, clay, or other unsuitable materials and have a percentage of wear of not more than 40 percent when tested in accordance with ASTM C 131 or ASTM C 535. The source of the material shall be approved by the Engineer and shall meet the following gradation: PART3 Sieve Size 1-3 /4 inches 7/8 inch 3/8 inch No.4 No. 40 No. 100 EXECUTION 3 .01 CLEARING Percent Passing 100 65 -90 50 to 70 35 -55 15 -30 0 -12 A , Remove shrubs, trees, stumps, roots, underbrush, weeds, and other vegetation in the way of construction. Remove tree stumps to a depth of 4 feet below grade. B. Topsoil consisting of friable material free of vegetation, clay lumps, stone, or toxic substances shall be stockpiled in areas, as directed by the Engineer, at the site for use in finish grading . 3.02 SLABS ON GROUND A. Slabs at grade: Fort Worth Water Department 02220 -5 Structural Ex cavation, Fill , and Backfill 1. Subgrade: Scarify to a depth of six inches below the cleared depth. Adjust moisture content as specified. The recompacted subgrade shall be proof-rolled with a pneumatic tire roller in order to detect any soft areas. Soft or wet areas will require removal and replacement with non-expansive fill material of at least 12 inches compacted thickness (2 lifts). Depressions from stump removal shall be cleaned of all organic material and filled with non- expansive fill material. 2. Final Grade: Conform to lines and grades shown on the drawings. B. Slabs Below Grade: Excavate to twelve inches above final subgrade. In order to preserve the in-situ moisture of the sub grade, do not excavate the final 12 inches until just prior to the construction of seal slab or granular leveling pad, where specified. If the soil at the time of final exposure and concrete placement is not within range specified in paragraph 3.02C, the top six inches shall be recompacted at the proper moisture level. Soft and wet areas not achieving compaction will require removal and replacement with concrete or select granular fill. C. Compaction: 1. The subgrade and fill material shall be compacted to a minimum of 95 percent of standard proctor density as determined by ASTM D 698. The moisture content of the backfill soils shall be at or near (- 2% to +5%) the optimum moisture value. The Contractor shall maintain a more narrow range of moisture content in order to achieve the specified density. The methods used to secure the specified compaction and moisture content will be the Contractor's responsibility. Wet soils shall be worked by plowing, disking, or scarifying and air drying as required to reduce the moisture content to optimum levels. 2. Compaction should be performed with a heavy tamping foot roller with fully penetrating feet. The tamping foot roller should weigh no less than 2,000 pounds per linear foot of drum width. A minimum of eight (8) passes of the tamping foot roller should be provided, even if the specified density is achieved with fewer passes. All fill materials deposited in place by scrapers, dump trucks, grag lines, or similar equipment shall be thoroughly broken up before being spread into uniform layers. 3. Moisten layers between lifts to achieve bonding. Fort Worth Water Department 02220 -6 Structural Excavation, Fill, and Backfill D. Where specified, lean concrete seal slabs shall be placed after final grading or within 4 hours of the removal of the last 12 inches of an excavation. 3.03 EXCAVATION A. Excavation work shall be unclassified and includes the removal of all types of materials encountered without exception. Make excavations to lines and grades indicated on the drawings. Complete excavations within the tolerances specified. Topsoil and clay materials shall be placed in separate stockpiles. B. All excavation shall comply with OSHA and local safety laws. C. Sheeting, Shoring, and Bracing 1. Provide sheeting, shoring, and bracing of excavations at locations shown on the drawings and where required to properly and safely complete the work as shown. Construct sheeting, shoring, and bracing to prevent the excavation from extending beyond the specified or indicated limits , to protect adjacent structures or improvements, and to protect workmen and the public. The design of sheeting, shoring , and bracing shall be the responsibility of the Contractor. 2. Care shall be taken to prevent voids outside the sheeting. If voids are formed, they shall immediately be filled and compacted. 3. The sheeting, shoring, and bracing shall removed as excavations are backfilled in a manner that will prevent injurious caving of the excavation or damage to the structure. 4. Voids left or caused by the removal of sheeting shall immediately be filled with suitable material and compacted . D. Dewatering: Maintain excavations dewatered while work is in progress. Lower groundwater a minimum of 3 feet below the bottom of the excavation. E. Structures: 1. Wherever practicable, cut all footing excavations to neat lines with a tolerance of one inch. Where beams are shown to be monolithic with slabs on ground, shape soil to the profile shown. Excavate a sufficient distance from the walls , shafts, or similar elements of Fort Worth Water Department 02220 -7 Structural Excavation, Fill , and Backfill structures to allow for placing and removing forms and for inspection. 2. Excavate to the elevations shown on the drawings forming a level and undisturbed surface free of mud or other soft material. When the bottom of the excavation, at the elevation shown, in not within the foundation bearing material shown on the drawings or is unsuitable for foundation bearing, notify the Engineer. Remove all pockets of soft or otherwise unstable soils and replace with concrete or suitable well-compacted soils as directed by the Engineer. 3 . Fill all unauthorized excessive excavation with concrete at no charge to the Owner. 4. Protect all open excavations from rainfall or excessive drying so as to maintain the foundation subgrade in a satisfactory, undisturbed condition. Keep excavations reasonably free of water at all times and completely free of water during placement or concrete. Soils below foundation, which become soft, loose, or otherwise unsatisfactory for dewatering or other construction methods shall be removed and replaced with satisfactory materials, as directed by the Engineer, at no cost to the Owner. 3.04 BACKFILL A. Complete backfill to the surface of natural ground or to the lines and grades shown on drawings . Use approved on-site excavated material except where special materials are shown or specified. Depo sit backfill in uniform layers and compact each layer as specified. B. Backfill at Structures: Place backfill as promptly as practicable after completion of each structure or portion of a structure. The backfill shall not be placed until the wall attains required compressive strength, or as allowed by the Engineer. Remove concrete forms before starting backfill and remove shoring and bracing as the work progresses. Caution should be exercised not to over-compact the backfill. Hand operated tampers or other lightweight compactors should be used in the five (5) foot area adjacent to the wall. ) C. Compacting Backfill: Place material in uniform layers of prescribed maximum thickness and wet or dry the material to within two percent below or five percent above (-2% to +5%) optimum moisture content. Compact w ith power-driven hand tampers to the prescribed density . Fort Worth Water Department 02220 -8 Structural Excavation, Fill, and Backfill 1. Regular and Non-Expansive Fill Material: Place in 4 inch maximum layers. Compact to between 95 and 100 percent of maximum soil density, as determined by ASTM D 698. 2. Sand and Granular Material: Place in 6 inch maximum layers. Compact to not less than 95 percent of maximum soil density as determined by ASTM D 4253. D. The final surface grade shall slope away from the structure on a gradient of 1.5 to 3 percent, such that surface water does no pond adjacent to the structure within the backfill zone. Fort Worth Water Department 02220 -9 Structural Excavation, Fill, and Backfill PART 1 GENERAL ITEM 02223 TRENCH SAFETY SYSTEM 1.01 DESCRIPTION This item shall govern for the excavation protection required for trenches or excavations in excess of five feet deep, including all additional excavations, backfill, and repair made necessary by the protection system. The requirements of this item governs all trenches for mains, vaults, wetwells, drywells, valve vaults, and other appurtenances 1.02 DEFINITIONS A. Trenches: A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width where the width measured at the bottom is not greater than fifteen (15) feet. If forms or other structures are installed or constructed in an excavation so as to reduce the dimension measured from the forms or structure to the side of the excavation to fifteen (15) feet or less at the bottom of the excavation, the excavation is considered to be a trench. B. Benching System: Benching means excavating the sides of a trench to form one or a series of horizontal levels or steps, usually with vertical or near-vertical surfaces between the levels. C. Sloping System: Sloping means excavating to form sides of a trench that are inclined away from the excavation. D. Shield System: Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 1.03 STANDARDS A. The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P - Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. B. The Contractor shall have the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workers. Fort Worth Water Department 02223 -l Trench Safety System PART2 The Contractor shall, in addition, comply with all state and local regulations and ordinances. The trench excavation safety protection system shall be shall be designed by or under the supervision of a Professional Engineer licensed to practice in the State of Texas. PRODUCTS 2.01 GENERAL All materials and products incorporated into the Trench Safety System shall be suitable for their intended uses; and shall meet all design criteria and parameters used by the Trench Safety System designer; and shall meet all applicable requirements of OSHA standards. PART 3 -EXECUTION 3.01 PROCEDURES A. At least ten (10) Calendar Days prior to trench excavation or any excavation operations, and not more than thirty (30) Calendar Days following execution date of the Construction Agreement, Contractor shall submit a site specific Trench Safety System Conformance Affidavit stating that operations will be conducted in full conformance with OSHA standards. 1. The Conformance Letter shall also describe the Trench Safety System techniques proposed to be used on the project. 2. Specific references to the applicable OSHA standards shall be included for each technique to be used. B. The Trench Safety System Plan shall be in writing, site specific, and sufficiently detailed and clear to be understandable and usable by all personnel who will be executing, supervising, and witnessing the trenching operations. A copy of the Trench Safety System Plan shall be available at the site of trenching operations at all times. A second copy shall be provided to the Engineer for the Owner's records. C. If borings and/or geotechnical analyses are required to develop the Trench Safety System Plan, they shall be executed by the Contractor at his cost. 3.02 CONSTRUCTION METHODS A. Contractor's Competent Person(s) shall maintain a copy of and implement OSHA trenching safety regulations at the worksite. Trenching shall be completed to lines and grades indicated or as specified in various technical Fort Worth Water Department 02223 - 2 Trench Safety System specification items requiring excavation and trenching and/or backfilling. Contractor shall perform all trenching in a safe manner and maintain safety systems to prevent injury to personnel or damage to structures, utilities, or property in or near the excavation. B. If evidence of possible cave-ins or slides is apparent or an installed trench safety system is damaged, work in trench shall immediately cease and personnel evacuated from hazardous area and City notified. Personnel shall not re-enter excavation until necessary repairs or replacements are completed, inspected, and approved by the Contractor's Competent Person(s). Repair and replacement of damaged safety system shall be at the Contractor's sole expense. 3.03 CHANGED CONDITIONS A. When changed conditions require modifications to the Trench Safety System, Contractor shall provide a new design or an alternate Trench Safety System designed by the Contractor's trench safety Engineer adequate for conditions encountered. Copies thereof shall be provided to the City. A copy of the most current Trench Safety System shall be maintained on site and made available to inspection at all times. B. Changes to the Trench Safety System Plan initiated by the Contractor for operational efficiency or by changed conditions will not be cause for contract time extension or cost adjustment thereof. 3.04 MEASUREMENT AND PAYMENT Payment for Trench Safety System shall be on a unit price basis , the unit price being as given in the Bid Proposal, and the unit of measure being linear feet of trench exceeding five feet in depth, or the perimeter of the structure foundation for structural excavations exceeding five feet in depth, without regard to whether specific trench safety precautions were required or used for the trench reach being measured. Fort Worth Water Department 02223 - 3 Trench Safety System ITEM 02930 SEEDING AND REVEGATATION PART 1 GENERAL 1.01 DESCRIPTION Provide all labor, materials, equipment, tools, and related items required for preparing ground , seeding and /or hydro-mulching. Areas requiring seeding and /or hydro-mulching shall include all areas disturbed by construction, including Contractor storage areas. 1.02 QUALITY ASSURANCE A. Water: Contractor shall be responsible for making satisfactory arrangements with the Fort Worth Water Department prior to obtaining Fort Worth water. Provide necessary meters , hoses, temporary piping, sprinklers , and other watering equipment required to complete the work. B. Maintenance : Until final acceptance, and until an approved stand of grass is achieved, maintain seeding and hydro-mulching by watering, cultivating, cleaning, and replacing as necessary to keep grass in a healthy condition. 1.03 ACCEPTANCE The work will be accepted, when a completed, undamaged, stand of permanent grass is achieved , as approved by the Engineer. 1.04 SEEDING SCHEDULES A. B. Annual Rye Grass: Complete between September 15 and April 1. Bermuda Grass: Complete between April 1 and September 15. PART2 PRODUCTS 2.01 GRASS A. Bermuda Grass: Extra fancy, hulled, and treated lawn-type seed with purity of 95% or better and germination of 85% or better. Weed content less than Yi %. B. Annual Rye Grass: Purity of 95% or better and a germination of 90% or better. Weed content less than Yi %. 2.02 MULCH FIBER Fort Worth W ater Department 2930 -1 Seeding and Rev e gat ation A. B. PART3 Wood cellulose for hydro-mulch-Weyerhauser or Comweb with green color additive . The dye shall be biodegradable and not inhibit plant growth. The wood fiber mulch shall blend with grass seed, fertilizer, and other additives to form a homogenous slurry. Upon application, the mulch material shall form a mat covering the ground . This mat shall have the characteristics of moisture absorption and percolation and shall cover and hold grass seed in contact with the soil. EXECUTION 3.01 PREPARATION A. Grading: Verify that lawn areas have been final graded in accordance with Item 02212, "Finish Grading". B. Establish a dense lawn of permanent Bermuda grass in all areas disturbed by construction activities, such as excavation, trenching, and vehicle traffic. 3.02 FINAL GRADING/SEED BED PREPARATION A. Loosen areas to be grassed and fine rake to break up lumps and produce a smooth, even grade, free from unsightly variations, ridges, and depressions. B. Remove and dispose of stones 2 inches or larger , sticks, roots, other debris, and grass stubble exposed during operation. C. Do not vary final grading elevations more than 3 inches . Maintain positive drainage at all times. 3.03 GRASS PLANTING A. Refer to seeding schedule and proceed with appropriate grass planting. B. Hydro-mulching : 1. At time of seeding, soil to be moist but not muddy, and wind velocity shall not exceed 10 miles per hour . Add water if required to moisten soil. 2. Hydraulic mulching shall consist of mixing wood fiber mulch, grass seed, fertilizer, and other additives with water. It shall be mixed in standard hydraulic mulching equipment to form a homogenous slurry. This slurry shall be sprayed under pressure, uniformly over the soil surface. The hydraulic mulching equipment shall contain a continuous agitation system Fort Worth Water Department 2930 -2 Seeding and Revegatation that keeps all materials in uniform suspension throughout the mixing and distribution cycles. 3. Using standard hydraulic mulching equipment, the wood fiber mulch, seed, and fertilizer slurry shall be applied evenly over the soil surface in a one-step operation. The -mixture shall be applied to the area to be seeded within 30 minutes after all components are placed in the equipment. 4. Complete final grading and hydro-mulch rye grass evenly at a rate of five pounds per thousand square feet with cellulose fiber at a rate of fifty pounds per thousand square feet and a fertilizer rate of eighteen pounds per thousand square feet. 5. Complete final grading and hydro-mulch Bermuda grass at a rate of two pounds per thousand square feet, with wood cellulose at a rate of fifty pounds per thousand square feet, and a fertilizer rate of eighteen pounds per thousand square feet. 3 .04 PERFORMANCE A . Establish a dense lawn of permanent grass, free from lumps and depressions. It shall be the responsibility of the Contractor to maintain planted areas until the approved stand is established. Maintenance shall consist of watering, replanting, maintaining existing grades, and repair of erosion damage. B. Re -grass any area failing to show uniform cover. Such replacement shall continue until a dense lawn is established. 3.05 GRADE MAINTENANCE AND EROSION D AMAGE A. Maintain original grades of lawn areas after commencement of planting and during maintenance period. B. Provide surface repair to ruts, ridges, and tracks. Replant areas required for final acceptance. 3.06 ACCEPTANCE The work shall be accepted when a comp leted, undamaged stand of grass is achieved, as approved by the City. A stand of grass shall be achieved when 95% of the grass area is covered with no uncovered areas in excess of ten square feet. Fort Worth Water Department 2930 -3 Seeding and Revegatation PART 1 GENERAL 1.01 DESCRIPTION ITEM 02950 SILT FENCE The placement of silt fences shall consist of materials and labor to place a filter fabric fence as described herein and designated on the plans. PART2 PRODUCTS 2.01 SILT FENCE Filter fabric shall be woven or non-woven geotextile filter fabric made of either polypropylene, polyethylene, ethylene, or polyamide material. Geotextile fabric shall have a grab strength of 100 psi in any principle direction (ASTM D-4632), Mullen burst strength exceeding 200 psi (ASTM D-3786), and the maximum apparent opening size of .8 mm. Filter fabric material shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months expected useable construction life at a temperature range of 0° to 120° F. PART3 EXECUTION 3.01 CONSTRUCTION METHODS A. Provide filter fabric fence systems at all locations specified on construction plans. Filter fabric fence systems shall be installed in such a manner that surface runoff will percolate through the system in sheet flow fashion and allow sediment to be retained and accumulated. B. Attach the filter fabric to 1 inch by 2 inch wooden stakes spaced a maximum of 3 feet apart and embedded a minimum of 1 foot. The wooden stakes shall be installed at a slight angle towards the source of anticipated runoff. C . Trench in the toe of the filter fabric fence with a spade or mechanical trencher so that the downward face of the trench is flat and perpendicular to the direction of flow. Lay filter fabric along the edges of the trench. Backfill and compact the trench. D. The filter fabric should be provided in continuous rolls and cut to the length of the Silt Fence to minimize the use ofjoints. When joints are necessary, the fabric should be spliced together only at a support post with a minimum 6 inch overlap , and sealed securely. Fort Worth Water Department 2950 - I Silt Fence 3.02 MAINTENANCE Inspect sediment filter barrier systems after each rainfall, daily during periods of prolonged rainfall, and a minimum of once a week. Repair or replace damaged sections immediately to restore the requirements of this specification. Remove sediment deposits when silt reaches one-third of the height of the fabric. Fort Worth Water Department 2950 -2 Silt Fence PARTl GENERAL ITEM 03100 CONCRETE FORMWORK 1.01 WORK INCLUDED This item defines requirements for design, construction, erection, and removal of concrete formwork. 1.02 REFERENCE STANDARD American Concrete Institute, ACI 347, "Recommended Practice for Concrete Form work". PART2 PRODUCTS 2.01 FORM MATERIAL A. Smooth Forms: 1. Construct formwork with plywood; tempered, concrete-form hardboard; dressed lumber faced with plywood or fiberboard lining; metal, plastic, or metal-framed plywood-faced, panel material acceptable to the Engineer to provide continuous, straight smooth surfaces. Form material shall be free of raised grain, torn surfaces, worn edges, patches, dents, or other defects. Form material shall have sufficient strength and thickness to withstand the pressure of newly placed concrete without bow or deflection. 2. Smooth forms shall be used on all concrete surfaces exposed to view or liquid in the completed structure. B. Rough Forms: 1. Construct forms of dressed or undressed lumber free of knots, splits, or other defects. Forms shall be plywood, metal, or other material acceptable to the Engineer. Material shall have sufficient strength and thickness to withstand the pressure of newly placed concrete without bow or deflection. 2. Rough forms may be used on concrete surfaces that will not be exposed to view or liquid in the completed structure. Fort Worth Water Department 03100 - 1 Concrete Formwork C. Waterproofed Surfaces: At surfaces to be waterproofed, provide form work with sufficient anchor pattern to facilitate bond of the membrane waterproofing. D. Shores: Wood or adjustable metal type with bearing plates and with double wedges at bottom. 2.02 FORM ACCESSORIES A. Form Ties: 1. Form ties shall be of the removable end, permanently embedded body type, and shall have sufficient strength and rigidity to support and maintain the form in proper position and alignment without the use of auxiliary spreaders. 2. Provide ties with a water seal washer for all liquid containing structures. B. Chamfers: Provide a chamfer on all exposed edges by using either wooden of plastic chamfer strips. Chamfer strips shall be forty five degree right angles in section with the two shorter sides measuring %-inch. 2.03 DESIGN OF FORMWORK The design and engineering of all concrete formwork, including all shoring, bracing, and re -shoring, shall be the responsibility of the Contractor. Design form work for loads, lateral pressure, and allowable stresses as described in ACI 347. Allow for design consideration, wind loads, allowable stresses, and other applicable requirements of controlling local building codes. Formwork shall compensate for anticipated deflection during placement of concrete when required to maintain specific tolerances. Design formwork to be readily removed without impact, shock, or damage to concrete surfaces and adjacent materials. PART3 EXECUTION 3.01 FORMWORK CONSTRUCTION A. General: 1. All formwork, scaffolds, and work platforms shall be safe and conform to OSHA requirements . 2. Construct and maintain formwork, complying with ACI 347 and these specifications so that it will maintain correct sizes of members, shape, alignment, elevation, and position during Fort Worth Water Department 03100 -2 Concrete Formwork concrete placement, and until concrete has gained sufficient strength. Provide for openings, offsets, sinkages, keyways, recesses, moldings, anchorages, and inserts, as required. 3. Construct forms for easy removal without damage to concrete surfaces . 4. Formwork shall be sufficiently tight to prevent leakage of cement paste during concrete placement. Solidly butt joints and provide backup material at joints as required to prevent leakage and fins. 5. Chamfer strips shall be placed in forms to bevel all edges and comers permanently exposed to view, except the top edges of walls and slabs which are known to be tooled. Edges of formed joints and interior comers shall not be beveled unless shown or specified otherwise. Equipment bases shall have formed beveled edges for all vertical and horizontal comers. Unless otherwise noted , bevels shall be %-inch wide. 6. If runways are required for moving equipment, provide for support or runways with struts or legs resting directly on the formwork or structural member. Do not allow runways or supports to rest on the reinforcing steel. 7. No form supports shall be cast in place or removed during or after placement of concrete. B. Forms for Surfaces Exposed to View or Liquid 1. Drill forms to suit ties used and to prevent leakage of concrete mortar around tie holes. Form ties shall be uniformly spaced and aligned in horizontal and vertical rows. Form ties shall not displace or interfere with reinforcing steel or other embedment placement. 2. Provide sharp, clean corners at intersecting planes with out visible edges or offsets. Back joints with extra studs or girts to maintain true, square, intersections. 3. Form molding shapes, recesses, and projections with smooth-finish materials and install in forms with sealed joints to prevent displacement. 4. Form exposed comers of beams and columns to produce square, smooth, solid, unbroken lines. Provide all exterior exposed comers with %-inch chamfer. Fort Worth Water Department 03100 -3 Concrete Formwork 5. Arrange facing material in orderly and symmetrical fashion . Keep the number of seams to a practical minimum. Support facing m aterial adequately to prev ent deflection in excess of allowable tolerances. 6 . For flush surfaces exposed to view in the completed structure, overlap previously placed, hardened concrete w ith form sheathing by approximately 1-inch. Hold forms against hard ened concrete to maintain true surfaces , preventing offsets or loss of mortar. C. Edge Forms and Screed Strips for Slabs : Set edge forms or bulkheads and intermediate screed strips for slabs to obtain required elevations and contours in the finish slab surface. Provide and secure units to support types of screeds required. 3.02 TOLERANCES A. Construct formwork so that concrete surfaces w ill be have a maximum variation of W ' over any 10 foot length, or 1" over the entire dimension of the structure. B. Establish sufficient control points and bench marks as references for tolerance checks. Maintain these references in undisturbed condition until final completion and acceptance of the project. 3.03 AD U STMENTS OF FORMWORK A. Use wedges or jacks to provide positive adjustment of shores and struts . Wedges used for final adjustment of forms should be fastened in position after inspection and before concrete placement. B . Securely brace forms against lateral deflections. Prepare and compensate for settling during concrete placement. C. For wall openings, construct wood forms that facilitate any necessary loosening to counteract swelling of forms. 3.04 PREPARATION OF FORM SURFACES A. Before placing concrete, clean surfaces of forms and embedded materials. Remove accumulated mortar, grout, rust , and other foreign matter. B. Coat forms for exposed or painted concrete surfaces with form oil or form- release agent before placing reinforcement. Cover form surfaces with coating material used in strict accordance with the manufacturer's printed Fort Worth Water D ep artment 03100 - 4 Concrete Forrnwork instructions. Do not allow excess coating material to accumulate in forms or to contact hardened concrete against which fresh concrete will be placed. Remove coating material from reinforcement before placing concrete. C. Other than retained-in-place metal forms, form for unexposed surfaces may be wet with water immediately before concrete placement in lieu of coating. One exception is that when a possibility of freezing temperatures exists , use of a coating is mandatory. 3.05 REMOVAL OF FORMS A. Forms on vertical surfaces , when repair of surface defects or finishing is required before concrete is aged, may be removed as soon as concrete has hardened sufficiently to resist damage from removal operations. B. Remove top forms on sloping surfaces of concrete as soon as concrete has attained sufficient stiffness to prevent sagging. Loosen wood forms for wall openings as soon as this can be accomplished without damage to concrete . Formwork for columns , walls, sides of beams, and other parts not supporting weight of concrete may be removed after 12 hours provided that concrete has hardened sufficiently to resist damage from removal operation and provided the removal of these forms will not disturb members supporting the weight of the concrete. C. All forms and shoring used to support weight of concrete or any construction loads shall remain in place until concrete has reached the minimum strength specified for removal of forms and shoring. In no case shall forms be removed in less than four (4) days. 3.06 REMOVAL STRENGTH The minimum concrete compressive strengths for removal of all formwork supporting the weight of concrete shall be at least 7 5 percent of the specified minimum 28 day strength of the class of concrete involved. Obtain permission of Engineer prior to removal of forms. 3.07 RESHORING A. When re -shoring is permitted or required, plan operations in advance and secure approval of such operations. While re-shoring is underway, keep live load off the new construction. Do not permit concrete beams, slab, column, or other structural member to be subjected to combined dead and construction loads in excess of loads permitted for developed concrete strength at the time of re-shoring. Fort Worth Water Department 03100 -5 Concrete Formwork B. Place re-shores as soon as practicable after stripping operations are complete, but in no case later than the end of the working day on which stripping occurs. Tighten re -shores to carry the required loads without overstressing construction. Leave re-shores in place until tests representative of concrete being supported have reached specified strength at the time of removal of form work supporting the weight of concrete. 3 .08 FORM REUSE Do not reuse forms that are worn or damaged beyond repair. Thoroughly clean and recoat forms before reuse. For wood or plywood forms to be used for exposed smooth finish, sand or otherwise dress concrete contact surface to original condition or provide form liner facing material. For metal forms, straighten, remove dents, and clean to return to original condition. Fort Worth Water Department 03100 -6 Concrete Formwork PART 1 ITEM 03200 CONCRETE REINFORCEMENT GENERAL 1.01 SCOPE This item specifies requirements for all concrete reinforcement. Also included are grouting of reinforcement dowel bars. 1.02 REFERENCE STANDARD A. American Society for Testing and Materials (ASTM) 1. ASTM A 36 -Standard Specification for Structural Steel 2. ASTM A 82 -Standard Specification for Cold-Drawn Steel Wire for Concrete Reinforcement . 3 . ASTM A 185 -Standard Specification for Welded Steel Wire Fabric for Concrete Reinforcement. 4. ASTM A 497 -Standard Specification for Welded Deformed Steel Wire Fabric for Concrete Reinforcement. 5 . ASTM A 615 -Standard Specification fro Deformed and Plain Billet Steel Bars for Concrete Reinforcement. 6 . ASTM A 675 -Standard Specification for Steel Bars and Bar Size Shapes, Carbon, Hot-Rolled Special Quality, Subject to Mechanical Property Requirements. B. American Concrete Institute (ACI) 1. ACI 315 -Manual of Standard Practice for Detailing Reinforced Concrete Structures . 2. ACI 318 -Building Code Requirements for Reinforced Concrete 1.03 SUBMITTALS A. Certificates: 1. Submit the manufacturer's certificates giving the properties of steel proposed for use . List the manufacturer's test number and heat number, chemical analysis, yield point, tensile strength, and Fort Worth Water Dep artment 03200 -1 Concrete Rei nforc ement percent elongation. Also identify on the certificates the proposed location of the steel in the work. 2. When foreign manufactured reinforcing bars are proposed for use, the material shall be tested for conformance to ASTM requirements by a certified independent testing laboratory located in the United States. Certification from any other source is not acceptable. Furnish copies of the test reports to the Engineer for review. Do not begin fabrication of reinforcement until the material has been approved. The cost of testing shall be borne by the supplier. B. Bill of Materials: Submit bills of materials to be reviewed with shop drawings. C. Shop Drawings: 1. Submit shop drawings according to the Item 01300, "Submittals". Show reinforcement fabrication, bar placement location, splices, spacing, and bar designation, bar type, length, size, bending, number of bars, bar support type, and other pertinent information, including dimensions. Information must correspond directly to data listed on the bill of materials. 2 . Provide sufficient detail to permit placement of reinforcement. Do not begin fabrication of reinforcing steel until after shop drawings have been reviewed and approved by the Engineer. 3. Detail shop drawings according to ACI 315. 4. Rebar submittal shall include the following information: a. Grade of bars b. Table of bending dimensions, bar size, bar length, number of bars, and bar spacing. c. The rebar shall be li sted separately for each structural element (wall, slab, footing, beam, etc.). Each element shall be labeled on the rebar list and clearly identified on the shop drawings. d. Each bar shall be identified such as corner bars, tie bars, vertical bars, etc. D. Manufacturer's Technical Literature: Submit manufacturer's technical literature on the epoxy grout proposed for anchoring reinforcing dowels to hardened concrete. Information shall include manufacturer's recommended application procedures. Fort Worth Water Department 03200 -2 Concrete Reinforcement 1.04 HANDLING AND STORAGE Store reinforcement abo ve the ground on platforms , skids, or other supports. Protect reinforcing, as far as practicable , from mechanical injury, surface deterioration, and rusting caused by exposure to the weather. 1.05 NOTIFICATION Notify the Engineer at least 24 hours before concrete placement so that reinforcement may be inspected and errors corrected without delaying the work. PART2 PRODUCTS 2.01 REINFORCEMENT A. Deformed Bars: Use deformed bars, conforming to ASTM A 615 , as shown on drawings, for all bars except those shown on drawings to be smooth bars . When grade is not shown on the drawings, use Grade 60 . B. Smooth Bars: Use smooth bars conforming to ASTM A 36, Grade 60 or ASTM A 675 Grade 70 for all bars shown on the drawings to be smooth bars. C. Marking: Clearly mark all bars with waterproof tags showing the number of bars , size, mark, length, and yield strength . D . Welded Wire Fabric: 1. Welded Smooth Wire Fabric: Conform to ASTM A 185 2. Welded Wire Deformed Wire Fabric: Conform to ASTM A 497. 3. Provide wire size , spacing, and type shown. Where type is not shown on the drawings use welded smooth wire fabric. 2.02 TIE WIRE Use 18 gage annealed steel for tie wire . 2.03 BAR SUPPORTS Provide chairs, riser bars, ties, and other accessories made of plastic or metal, except as otherwise specified. Bar supports and accessories shall be made of the sizes required to provide concrete cover as specified. Metal bar supports and Fort Wo rth Water Department 03200 -3 Concrete Reinforcement accessories shall be Class 1 or 2, conforming to the requirements of the CRSI Manual of Standard Practice . 2.04 EPOXY GROUT Epoxy grout shall be high strength rigid epoxy adhesive manufactured for the purpose of anchoring dowels into hardened concrete. 2.05 FABRICATION A. Bending : Fabricate bars to the shapes shown on the drawings by cold bending. Bends shall conform to the minimum bend diameters specified in ACI 318 . Do not straighten or re-bend bars without specific approval. B . Splices: Locate splices as shown on the drawings . Where it is necessary to splice reinforcement at locations other than shown on the drawings, the splices shall be approved by the Engineer. Use a minimum number of splices located at points of minimum stress. Stagger splices in adjacent bars. C . Construction Joints: Reinforcing steel shall be continuous through construction joints. D. Fabrication Tolerances: Bars shall have a maximum tolerance of one inch. PART 3 -EXECUTION 3.01 CLEANING Clean reinforcement of all scale, loose or flaky rust, or other foreign material, including oil, mud, or coating that will reduce the bond to the concrete. 3.02 PLACEMENT A. Interferences: If reinforcing steel interferes with the location of other reinforcing steel, conduits, or other embedded items, bars may be moved within specified tolerances or one bar diameter, whichever is greater. If greater movement is required to avoid interference, notify the Engineer. B. Concrete Cover 1. Slabs and Walls a. Top and Bottom bars for dry conditions: 1" b. Formed concrete surfaces exposed to Fort Worth Water Department 03200-4 Concrete Reinforcement weather, water, or sewage: 2. Beams and Columns a. b. For dry conditions Exposed to earth, water, sewage 3. Footings and Base Slabs a. b. At formed surfaces bearing on concrete mat At unformed surfaces in contact with earth 2" 1-1/2" 2" 2" 3" Cover for reinforcing steel shall not be less than the minimum shown above and shall not exceed the minimum by more than Yz". C. Placement in Forms: Use spacers, chairs, wire ties, and other accessory items necessary to properly assemble, space, and support reinforcing. Wire ties through forms and temporary spacers will not be allowed. Provide accessories of sufficient number, size, and strength to adequately prevent deflection or displacement of reinforcement due to construction loads or concrete placement. Use appropriate accessories to position and support bolts, anchors, and other embedded items. Tie reinforcing bars at each intersection and to accessories . Blocking reinforcement with concrete or masonry is prohibited. D. Placement of Concrete on Ground: Support reinforcement on pre-cast concrete block spaced at approximately 3 feet on center each way. Use a minimum of one block for each nine (9) square feet. Tie blocks to at least one reinforcing bar using tie wires embedded in the block. E. Splices: 1. Do not splice bars, except at locations shown on the drawings or the reviewed shop drawings, without approval by the Engineer. 2. Lap Splices: Tie securely with wire to prevent displacement of splices during placement of concrete. F. Construction Joints: Place reinforcing continuous through construction joints. G. Welded Wire Fabric: Install wire fabric in as long lengths as practicable. Lap adjoining pieces at least one full mesh plush 6 inches. Lace splices with wire. Do not make end laps midway between supporting beams, or directly over beams of continuous structures. Offset end laps in adjacent widths to prevent continuous laps . Fort Worth Water Department 03200 - 5 Concrete Reinforcement H. Field Bending: Shape reinforcing bent during construction operations to conform to the draw ings . Bars shall be cold bent; do not heat bars. Cl osely inspect the reinforcing for breaks . If reinforcing is damaged, replaced or repair as directed by the Engineer. Do not bend reinforcement after it is embedded in the concrete. Do not field bend any reinforcing without Engineer 's approval. J. Field Cutting : Reinforcing bars cut on the job shall be cut by shearing or sawing . Do not cut bars with a cutting torch unless approved by the Engineer. 3 .03 GROUTING OF REINFORCING BARS Use specified epo x y for anchoring reinforcing steel to existing concrete . If diameter of hole is not specifically dimensioned in the drawings, drill hole in existing concrete that is 1/4 -inch to Yi -inch larger than the diameter of the reinforcing bar. Immediately prior to installation of the reinforcing bar, blow the hole clean of all debris using compressed air. Partially fill the hole with epoxy. Use enough epoxy so that when the bar is inserted, the epoxy grout will completely fill the hole around the dowel. Dip the end of the reinforcing bar in epoxy and install into the partially filled hole . Follow manufacturer's instructions in use of epoxy. Fort Worth Water Dep artment 03200 - 6 Concrete Reinforcement ITEM03250 CONCRETE JOINTS AND EMBEDDED ITEMS PART 1 GENERAL 1.01 WORK INCLUDED This item specifies requirements for all concrete joints and embedded items for cast-in-place concrete. 1.02 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM) 1. ASTM A 120 -Standard Specification for Pipe, Steel, Black, and Hot-Dipped Zinc-Coated (Galvanized) Welded and Seamless. 2 . ASTM C 881 -Standard Specification for Epoxy-Resin-Base Bonding Systems in Concrete. 3. ASTM D 994 -Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type). 4. ASTM D 1190 -Standard Specification for Concrete Joint Sealer, Hot-Poured Elastic Type. 5. ASTM D 1751 -Standard Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction. 6. ASTM A 1752-Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction. 7. ASTM D 1850 -Standard Specification for Concrete Joint Sealer, Cold-Application Type. 8. ASTM D 2628 -Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements. 9. ASTM C 920 -Elastomeric Joint Sealants B. US Army Corps of Engineers (CRD): CRD-C572 -Corps of Engineers specifications for Polyvinyl Chloride Waterstops. C. American Concrete Institute (ACI) Fort Worth Water Department 03250 - 1 Concrete Joints and Embedded Items 1. ACI 503 -Standard Specification for Bonding Pl astic Concrete to Hardened Concrete with a Multi-Component Epoxy Adhesive. 1.03 SUBMITTALS A. Submittals sh all be made in accordance w ith the requirements of Item 01300 , "Submittals". Submit the following items: PART2 1. Shop Drawings: Submit shop drawings showing all concrete joints, proposed sequences for concrete placement, and type of concrete specified. 2 . Product Data: a. When substitutions are proposed by the Contractor for acceptable brands of materials specified herein, submit brochures and samples of proposed substitutions to the Engineer for approval before delivery to the project. b . Submit manufacturer's technical literature on product brands, proposed for use by the Contractor to the Engineer for review. The submittal shall include the manufacturer's installation and/or application instruction. Submittals shall be made on the following products: 1.) Joint sealing compound and primer 2.) Bonding Agent 3.) Elastomeric compression seal 4.) Waterstops PRODUCTS 2.01 EXPANSION JOINT FILLER Preformed bituminous type conforming to ASTM D 994. Provide %-inch thick filler unless otherwise shown. Use bituminous for exterior slabs and paving. 2.02 EXPANSION JOINT FILLERS, NONBITUMINOUS Preformed Type III self-expanding cork filler conforming to ASTM D 1752. Use non-bituminous for interior slabs. 2.03 JOINT SEALING COMPOUND (BITUMINOUS JOINT FILLER) Catalytically blown asphalt type to be used with bituminous type joint filler. Gulf Seal No. 622-X Medium Special Catalytically Blown Asphalt Joint and Crack Filler as manufactured by Gulf States Asphalt Company, Inc., Houston, Texas, or Fort Worth W ater Department 03250 -2 Concrete Joints and Embedded Items approved equal. Use Gulf States Asphalt Company Primer No . 207 , or approved equal , for priming joints before pouring seal. 2.04 JOINT SEALING COMPOUNDS (NON-BITUMINOUS JOINT FILLER) Single or multi-component cold-applied elastomeric type joint sealants conforming to ASTM C 920. Sealant shall be gray in color. Provide joint primer according to manufacturer's recommendations . 2.05 CONCRETE BONDING AGENT Shall permanently bond fresh wet concrete to cured concrete and shall conform to ASTM C 881, Type II. Grade and class shall be as required for the project application. A field service representative of the manufacturer shall be available during the application to instruct the Contractor in the proper use of the product when so requested by the Engineer or the Contractor. 2.06 EXPANSION JOINT DOWELS Smooth steel bars conforming to the requirements of the concrete reinforcing section. Cut dowels to length at shop or mill before delivery to the site. Dowels must be straight and clean, free of loose flaky rust and loose scale. 2.07 WATERSTOPS Waterstops shall be made of virgin polyvinyl chloride compound and shall conform to the requirements of the Corps of Engineers Specification CRD-C572. Waterstops shall be produced by an extrusion process and shall be uniform in dimension, homogenous and free from porosity. Unless otherwise shown, use waterstops of 6-inch minimum width and 3/8-inch minimum thickness. Waterstop construction shall include: A. B. PART 3 - Construction Joints: Serrated type with center bulb Expansion Joints: Dumb-bell type with a minimum %-inch diameter center bulb. EXECUTION 3.01 PLACEMENT OF EMBEDDED ITEMS A. Place embedded items to least impair strength of the structure. Obtain approval of locations for embedded items not shown on the structural drawings before placement of concrete. Should locations of embedded F ort Worth Water Departm ent 03250 - 3 Concrete Joints and Embedded Items items be detrimental to the strength of the structure, notify the Engineer and relocate items as directed by the Engineer. B. Do not cut or reposition reinforcing steel to facilitate installation of inserts, conduit, sleeves, anchor bolts , mechanical openings, and similar items without prior approval of the Engineer, except that reinforcing bars may be moved one bar diameter or within tolerances specified. 3.02 CONSTRUCTION JOINTS A. Make construction joints only at locations shown on the drawings, the reviewed shop drawings, or at locations approved by the Engineer. Any additional construction joints or relocation of construction joints proposed by the Contractor shall be submitted to the Engineer for review. B. Joints shall be located to least impair the strength of the structure. Locate joints in walls and columns at the underside of floors, slabs, beams, and at tops of footings, or floor slabs. C. All joints shall be perpendicular to main reinforcement. Continue all reinforcing steel. Unless otherwise shown, provide longitudinal keys at least 1-1 /2 inch deep by one-third of the wall thickness, centered in the wall, in all joints in walls and slabs, and between walls and slabs of footings. When joints in beams are allowed, provide shear key and inclined dowels as directed by the Engineer. D. Construction joints in slabs on ground shall have a groove in the top of the slab, at the joint, as detailed to receive joint sealant. E. Prepare joints by roughening the concrete surface in a manner which will expose aggregate uniformly. Remove latence, loosened particles of aggregate, damaged concrete at surface, and other substances which may prevent adhesion. Prior to placing concrete, coat horizontal joint surface with a mixture of neat cement grout. F. Between new and existing concrete in water bearing and below grade structures where installation of waterstop is not possible, use a bonding agent applied to roughened and cleaned surfaces of concrete. Follow manufacturer's recommendations and these specifications with respect to preparation of surfaces and applications of bond agent. G. Provide waterstops in all wall and slab construction joints as specified in all water bearing structures, all below grade joints, and all locations shown on the drawings . Fort Worth Water Department 03250 -4 Concrete Joints and Embedded Items 3.03 EXPANSION JOINTS A. Do not extend reinforcement or other embedded metal items that are continuously bonded to concrete through any expansion joints. B. Position expansion joint filler material accurately . Support against displacement during concrete placement and vibration. Place filler the full depth of the member less and allowance to form a groove for sealant as detailed. 3.04 DOWELS Where indicated on drawings, install dowels at right angles to construction joints and expansion joints. Align dowels accurately with finished surface. Rigidly hold in place and support during concrete placement. Unless otherwise shown on the drawings , apply oil or grease to one end of all dowels through expansion joints. 3.05 CONTRACTION JOINTS A. Make top grooves for contraction joints in slabs on grade as detailed and seal as specified. Grooves may be made with forms or may be sawed. B . If contraction joints are sawed, properly time cutting with concrete set. Start cutting as soon as concrete has hardened sufficiently to prevent aggregates from being dislodged by the saw. Complete cutting before shrinkage stresses have developed sufficiently to induce cracking. 3.06 BONDED JOINTS Bonded joints shall be used only where shown on the drawings, where specified, or upon written approval of the Engineer. Prepare surface to be bonded and apply bonding agent in strict accordance with the manufacturer's instructions and ACI 503, except that surface preparation by acid etching will not be allowed. Forms in the area of the bonded joint shall be properly protected so that any bonding agent that may be inadvertently applied to the form will not bond the form to the concrete. 3.07 WATERSTOPS A . Provide waterstops in all horizontal an vertical joints in foundation slabs and peripheral walls of all structures up to a minimum of 12 inches above final ground level, and all walls and slabs of liquid containing structures or compartments to a minimum of 12 inches above maximum liquid level, unless specifically shown otherwise on the drawings. Fort Worth Water Department 03250 - 5 Concrete Joints and Embedded Items B. Each piece of pre-molded waterstop must be of maximum practicable length for a minimal number of end joints . C. All waterstops shall be continuous, and so jointed as to form a complete barrier to the passage of water through any construction, contraction, or expansion joint. D. Joints in PVC waterstops shall be made by heating the two surfaces to be joined until the material has softened to the point where it is just short of being fluid and then bringing the two softened surfaces together with a slight rubbing motion followed by firmly pressing them together so that a solid and tight bond is made . E. The joints in strips of waterstop made in the above manner shall be such that the entire cross section of the joint shall be dense, homogeneous, and free of all porosity. All finished joints shall have a tensile strength of not less than 75% of the material of the strip as extruded . F. The heating of the surfaces to be joined shall be done by means of an electric hot plate designed for this specific purpose and controlled by means of a voltage regulator. G . Provide jigs to hold all joints in proper alignment. H. All waterstops shall be installed so that half its width will be embedded on each side of the joint. The method selected for holding the waterstop in position must ensure that the waterstop will be held securely in true position and in straight alignment in the joint during placement and vibration of the concrete. 1. Contractor may elect to drill holes in waterstops approximately 1 inch from each edge or between the outermost ribs at each edge and center the waterstop in the joint. Tie both edges of the waterstop and fasten to reinforcing steel with black annealed steel tie wire as specified for tying reinforcing steel and secure in place so that the waterstop will be perpindicular to the joint and remain in the required position during concrete or grout placement. The spacing of the waterstop ties shall match the spacing of the adjacent reinforcing, but need not be spaced closer than 12 inches on center. 2. Contractor shall install 5,000 psi grout (8 sack) a minimum of 2" above the waterstop in order to prevent aggregates in concrete from crushing or deforming waterstop . Fort Worth Water Department 03250 - 6 Concrete Joints and Embedded Items I. Care shall be exercised to ensure that the waterstop is completely embedded and without voids. 3.08 SEALING JOINTS A. Thoroughly clean and prime joints to be sealed before applying sealant. B. Apply sealants in accordance with manufacturer's recommendations. C. Sealant shall be applied when the ambient temperature is between 40 and 90 degrees F, unless recommended otherwise by the manufacturer. D. During pouring operations, exercise care to prevent sealant from spilling onto surfaces adjacent to grooves. 3 .09 SETTING ANCHOR BOLTS A . Set anchor bolts for structural steel specified in Division 5 -Metals, according to this section. B. Install equipment anchor bolts as required by the equipment manufacturer. C. Provide accurately made templates for positioning anchor bolts. 3.10 OTHER EMBEDDED ITEMS A. It is the Contractor's responsibility to coordinate the requirements for embedded items and to ensure that the embedded items are properly placed. B. Accurately position and support embedded items against displacement during concrete placement. C. Voids in sleeves, inserts, anchors, etc ., shall be filled temporarily with readily removable material to prevent the entry of concrete into the voids. D. Conduits, pipe, and inserts of aluminum shall not be embedded in structural concrete unless effectively coated or covered to prevent aluminum-concrete reaction or electrolytic action between the aluminum and steel. Fort Worth Water Department 03250 -7 Concrete Joints and Embedded Items PART 1 GENERAL ITEM 03300 CAST-IN-PLACE CONCRETE 1.01 SCOPE A. Furnish all labor, materials, tools, equipment and related items required to perform the cast-in-place reinforced structural concrete work as specified. B. Coordinate the requirements of this item with all other sections of Division 3, Concrete. C. Perform "Leakage Test" of all hydraulic structures. 1.02 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM) B. American Concrete Institute (ACI) 1. ACI 613, Recommended Practice for Selecting Proportions for Concrete. 2. ACI 68-63, Placing Concrete by Pumping Methods 3 . ACI 318, Building Code Requirements for Reinforced Concrete 4. ACI 350R, Environmental Engineering and Concrete Structures 1.03 SUBMITTALS A. Submit test data for the proposed concrete design mix(es). The test data shall be prepared by an independent certified testing laboratory employed and paid by the Contractor. The design mix submittal shall meet the following requirements" 1. 7 and 28 day compressive strength results for the specific proposed concrete design mixes. 2. The manufacturer's technical information for each type of admixture proposed for use in the project. B. Submit manufacturer's technical literature and application procedures for Fort Worth Water Department 03300 -1 Cast-in-Plac e Concrete any products proposed as alternates to those specified herein, including: 1. Air entraining agents 2 . Admixtures and curing materials 3. Joint sealants 4. Form coating materials 5. Concrete finishing and coating products. C. It is the contractor's responsibility to provide information required by the Engineer to evaluate and approve an alternate to any product listed as a standard of quality in this specification. The Engineer reserves the right to reject any proposed alternates. 1.04 STORAGE OF MATERIALS A. Cement: Store cement in watertight buildings, bins , or silos to provide protection from dampness, and contamination and to minimize warehouse set. B. Aggregate : Arrange and use aggregate stockpiles to avoid excessive segregation or contamination with other materials or with other sizes of like aggregates. Build stockpiles in successive horizontal layers not exceeding three feet in thickness. Complete each layer before the next layer is started. Do not use frozen or partially frozen aggregates. C. Sand: Before using, allow sand to drain until a uniform moisture content is reached. D. Admixtures: Store admixtures to avoid contamination, evaporation, or damage. For those used in the form of suspensions or non-stable solutions, provide suitable agitating equipment to assure uniform distribution or ingredients. Protect liquid admixtures from freezing and other temperature changes which would adversely affect their characteristics . 1.05 CONTROL OF CONCRETE MIXTURES A. Consistency: Test for slump shall be performed at the job site immediately prior to placing in accordance with Method of Slump Test for Consistency of Portland Cement Concrete (ASTM Cl43). If the slump is Fort Worth Water Department 03300 -2 Cast-in-Place Concrete greater than that specified, the concrete shall be rejected. Concrete showing either poor cohesion or poor coating of the coarse aggregate with paste shall be remixed. If the slump is within the allowable limit, but excessive bleeding, poor workability, or poor finishability are observed, changes in the concrete mix shall be obtained only by an adjustment of one or more of the following: 1. The gradation of aggregate 2 . The proportion of fine and coarse aggregate 3. The percentage of entrained air within the allowable limits B . Air Content: Test for air content shall be made on a fresh concrete sample. Air content for concrete made of ordinary aggregates having low absorption shall be made in accordance with either Method of Test for Air Content of Freshly Mixed Concrete by the Pressure Method (ASTM C 231), or Method of Test for Air Content of Freshly Mixed Concrete by the Volumetric Method (ASTM C 173). If light weight aggregates or aggregates with high absorptions are used, the latter test method shall be used. C. Unit Weight: Test in accordance with Method Test for Weight per Cubic · Foot, Yield, and Air Content (Gravimetric) of Concrete (ASTM C 138). D. Strength: Compression test specimens shall be made and cured in accordance with Method of Making and Curing Concrete Compression and Flexural Test Specimens in the Field (ASTM C 31 ); Strength of Molded Concrete Cylinders (ASTM C 39). PART 2 -PRODUCTS 2.01 MATERIALS A. Concrete: All structural concrete shall be normal weight concrete weighing no more than 145 pcfwith a minimum compressive strength of 4,000 psi at 28 days. B. Cement: 1. Cement shall conform to ASTM C-150 Type IA and IIA, Specification for Portland Cement. 2. Only one type and brand of each type of cement shall be permitted Fort Worth Water Department 03300 -3 Cast-in-Place Concrete in any one structure . C. Aggregates: Fine and coarse aggregates shall conform to ASTM C33, Specification for Concrete Aggregates . D. Admixtures: 1. A high-range water reducer (superplasticizer) is required on all wall pours and is optional in all other concrete . The high-range water reducer shall conform to ASTM C-494, Specification for Chemical Admixtures in Concrete. 2 . Air entraining is required in all concrete and shall conform to ASTM C260, Specification for Air-Entraining Admixtures for Concrete . E. Reinforcing Steel : 1. Reinforcing steel shall conform to ASTM A615, Grade 60. 2. Clearly mark all bars with waterproof tags showing the number of bars, size, mark, length, and yield strength. 3. Tie wire shall be 18 gage annealed steel F . Bar Supports 1. Bar supports and accessories shall be of the sizes required to provide the concrete cover specified. Where concrete surfaces are exposed to the weather, or liquid in hydraulic structures in finished work, provide plastic accessories only. Where polyethylene sheeting is used beneath slabs , bar supports shall be provided that will not penetrate the sheeting . 2. Precast concrete bar supports shall use the same class of concrete as specified for the concrete of the structure . The height of the block shall be the same height required to provide the cover specified for reinforcing . The block shall contain wires for securing the block to the reinforcement. G. Formwork 1. Design and details of formwork shall conform to ACI 347, Guide to Formwork for Concrete. Fort Worth Water Department 03300 -4 Cast-in-Place Concrete 2. Use smooth forms on all vertical concrete surfaces exposed to view or to water. Rough forms may be used on all concrete surfaces not exposed to view or to water. Form material shall have sufficient strength and thickness to withstand the hydraulic pressure of newly placed concrete without deformation. 3 . Smooth forms shall be steel, smooth dressed wood, plastic-faced plywood, fiberglass, or other material approved by the Engineer. The forms shall provide a continuous, straight, smooth surface. Form material shall be free ofraised grain, tom surfaces, worn edges, patches, dents, or other defects. 4. Rough forms shall consist of undressed lumber or plywood free of knots, splits, or other defects. 5. Provide chamfer strips at all edges of concrete exposed to view. Size of chamfer to be %" unless shown otherwise on engineering drawings . H. Form Ties 1. The form tie assembly shall provide cone shaped depressions 1 inch diameter at the surface and 1-1 /2 inches deep to allow for patching of the tie holes . 2. Tie rods to remain in place shall provide tight fitting washers at midpoint. Washers are not required form multi-rod ties. I. Form Coating Materials 1. Form coating shall conform to ACI 347, Guide to Formwork for Concrete. 2. Form coating must not bond with, stain, or adversely affect concrete surfaces. 3. Form coating must not impair subsequent treatment of concrete surfaces, including bonding agents, curing compounds, and waterproofing. J. Curing Materials 1. Membrane curing compounds shall conform to ASTM C308, Fort Worth Water Department 03300 -5 Cast-in-Place Concrete Standard Practice for Curing Concrete. 2. Membrane curing compound shall be app lied at the manufacturer's recommended application rate . 3. Polyethylene film used for curing shall conform to ASTM Cl 71, Specification for Sheet Materials for Curing Concrete. K. Waterstops and Sealants 1. Waterstops shall be PVC with a minimum thickness of 3/8" and a minimum width of 6". PVC waterstops shall be continuous, placed according to manufacturer's recommendations. 2. Sealant shall be Sikaflex la, or approved equal, applied according to manufacturer's recommendations. 2.02 PROPORTIONING AND MIXING CONCRETE A. Proportioning Structural Concrete 1. Select proportions of ingredients to produce a concrete having proper workability , durability, strength, and appearance. Proportion ingredients to produce a mixture that will work readily into comers and angles of forms and around reinforcement by methods of placing and consolidation employed in the project. Concrete mix shall not allow materials to segregate or allow excess free water to collect on the surface. 2. Minimum cementitious content for 4,000 psi concrete shall be 540 pounds per cubic yard. 3. The maximum allowable water/cement ratio for 4,000 psi concrete shall not exceed 0.42. Include free water in the aggregate in all water/cement ratio computations. 4. Slump shall be 3-5 inches. When a high-range water reducer is used, slump shall not exceed 6 inches. 5 . Air content for 4,000 psi concrete shall be 4 -7%. B. Mixing Concrete Provide adequate facilities for accurate measurement and control of each Fort Worth Water Dep artment 03300 -6 Cast-in-Place Concrete PART 3 - material used in each batch of concrete. The accuracy of weighing equipment must conform to applicable requirements of ASTM for such equipment. Tick information for each truck of delivered concrete must include the following information: 1. Truck number 2 . Time truck left batch plant 3. Time truck arrived at construction site 4. Weights for cement and aggregates as batched 5. Concrete batch number 6 . Total amount of water and admixtures 7. Temperature of concrete Deliver recorded ticket copies with concrete. Provide Contractor with one copy and Engineer with one copy of tickets. EXECUTION 3.01 REINFORCEMENT PLACEMENT A. Place and hold reinforcement in position so that the concrete cover , as measured from the surface of the bar to the form surface, is as follows: Concrete cast against permanently exposed earth: All other concrete 3" cover 2" cover B. Support reinforcing bars to prevent displacement by construction loads or concrete placement beyond the specified tolerances. C. Bends shall conform to the minimum bend diameters specified in ACI 318. Do not straighten or rebend bars . Do not bend reinforcement after being embedded in hardened concrete . D . Bars may be moved as necessary to avoid interference with other reinforcing steel, conduits, or embedded items. If bars are moved more than two bar diameters, or enough to exceed the specified tolerances, the resulting arrangement of bars shall be approved by the Engineer prior to placement of concrete. E. Splices 1. Length of lap splices shall be in accordance with ACI 318. 2 . Tie lap splices securely with wire to prevent displacement 3. Splicing by welding is prohibited Fort Worth Water Department 03300 -7 Cast-in-Place Concrete F. Reinforcing bars field cut at the jobsite shall be cut by shearing and sawing. Cutting with a cut torch is not acceptable. G. Place reinforcing through construction joints, unless otherwise shown on engineering drawings. 3.02 FORM CONSTRUCTION AND HANDLING A. Form joints shall be mortar tight. Grout leakage at joints is unacceptable . B. Form panels shall be constructed in the largest sizes allowable for handling and load bearing requirements. C . Plywood and other wood surfaces shall be sealed against absorption of moisture from concrete. D . Removal of forms shall be in accordance with ACI 347, Guide to Formwork for Concrete . Remove form ties as soon as possible after formwork removal. 3.03 INSPECTION A. Before concrete placement, all reinforcement shall be free of mud, oil, coating or other materials that may adversely affect of reduce the bond. All reinforcing steel shall be securely tied and supported to prevent displacement by construction loads or concrete placement. Forms shall be clean and free frorri loose material or debris. B. Notify the Engineer twenty-four hours prior to the start of concrete placement to allow for inspection of the reinforcing steel placement. Costs due to delays resulting from corrective work will be borne by the Contractor at no additional expense to the Owner. 3.04. PLACEMENT OF CONCRETE A. Concrete shall be placed in approximately 12 inches to 24 inches horizontal layers. Placement shall conform to ACI 309R. B. Concrete shall not be dropped freely more than 4 feet. Bottom dump buckets are acceptable as long as care is taken to avoid segregation caused by jarring or bumping the bucket. C. Chutes: Chute slopes shall be between one vertical to two horizontal and Fort Worth Water Department 03300 -8 Cast-in-Place Concrete one vertical to three horizontal. A baffle shall be provided at the end of each chute unless a drop chute or tremie is used. In general, drop chutes and/or tremies shall be used in walls and columns. Drop chutes and tremies shall be moved at short intervals during the pour. Vibrators shall not be used in lieu of proper movement of the equipment. D. Pumping: Pumping equipment shall be compatible with the slump and aggregate specified. Loss of slump from the pump hopper to the delivery point shall not exceed 1-1 /2 inches . E. Placing in Forms: Vibration of successive layers of poured concrete is required. The vibrator shall not penetrate the underlying layer by more than 2 feet. The use of vibrators to move concreter horizontally within the forms is unacceptable. If forms become displaced in any way during placing of concrete, immediately stop the operation and do not resume placing until forms have been re-braced and brought back to required lines and levels. F. Vibrators 1. Vibrators shall conform to ACI 309R 2 . Vibrators shall be high frequency with a minimum frequency of 8,000 rpm. 3. Continue vibration until the escape of large bubble at the surface has ceased and before segregation has occurred. G . Weather Conditions 1. Do not place concrete during rain, sleet, snow, or freezing weather. 2. Do not permit rainwater to increase mixing water or to damage surface finish. If rainfall occurs after placing operations begin, provide adequate covering to protect the work. 3 . The maximum permissible temperature of concrete during placement is 95 degrees F. 4. When the temperature is 40 degrees F and rising, concrete may be placed as long as the water and/or aggregate is heated so that the concrete temperature is at least 55 degrees Fat the time of the pour. Fort Worth Water Department 03300 - 9 Cast-in-Place Concrete 3.05 COMPACTION OF CONCRETE A. General: All concrete shall be placed and compacted with mechanical vibrators. The number, type, and size of the units shall be approved by the Engineer in advance of the placing operations. No concrete will be ordered until sufficient approved vibrators are on the job. B. Concrete Slabs: Concrete for slabs shall be compacted with vibrating screeds and internal vibrators. C. Walls and Columns: Internal vibrators shall be used throughout rather than form vibrators. In general, for each vibrator needed to melt down the batch at the point of discharge, one or more additional vibrators must be used to densify, homogenize, and perfect the surface. D. Amount of Vibration: Vibrators are to be used to consolidate properly placed concrete, but not to transport concrete in the forms. Vibration shall continue until: 1. Frequency returns to normal 2. Surface appears liquefied, flattened, or glistening 3. Trapped air ceases to rise 4. Coarse aggregate has blended into surface, but not disappeared. 3.06 JOINTS A. Construction Joints: 1. Construction joints shall be cast in such a manner that abutting members are bonded and free of honeycomb or voids. 2. The joint surface of the previously cast member shall be cleaned free of all oil, grease, curing compound, or dirt , and shall be wetted. Horizontal joints shall be coated with grout immediately prior to casting the adjacent member. Cleaning shall be accomplished by high-pressure water jet, wet sandblasting, dry sandblasting, or scrubbing -singly or in combination -as required . Scrubbing shall be done initially when concrete is green so that any latence film will be removed. B. Control Joints Fort Worth Water Department 03 300 -10 Cast-in-Place Concrete 1. Control joints shall be formed by sawing, or as otherwise shown. Sawing shall be done as the concrete hardens sufficiently to prevent raveling of the concrete at the edges. All sawing operations including joint sealing shall be completed within a period of time from 12 to 24 hours after the concrete is placed. Sawing shall not be done while the concrete temperature is falling. Joint shall be cut W' wide by 1-1/2" deep, or as otherwise shown . 2. The Contractor shall have at least one spare saw available during the sawing operations. 3. Control joints shall be cleaned and filled with sealant. Inject sealant through a nozzle into the bottom of the joint filling the joint without air voids . Control joints shall be inspected by the Engineer prior to injecting sealant. 3.07 CONCRETE A. Mix concrete only in quantities for immediate use. Discard concrete which has set. Re -tempering of set concrete is not permitted. Completely discharge concrete at the site within 1 hour. In hot weather, the Contractor shall carefully monitor the concrete quality and adjust delivery schedule and batching operations as required. B. Indiscriminate addition of water to increase the slump is prohibited. Do not exceed either the maximum specified water/cement ratio or the maximum slump. Any addition of water above the maximum water/cement ratio is cause for rejection. C. If concrete arrives with cement balls, balls shall be removed. Excessive balling is grounds for rejection of the truck . Trucks carrying balled concrete shall have their numbers taken. If the same truck arrives at the site carrying balled concrete three times, it will be rejected and not allowed to return to the site. 3.08 CURING AND PROTECTION A. Curing shall conform to ACI 308 and shall be in accordance with approved curing materials and procedures submitted to and approved by the Engineer. B. Protect freshly deposited concrete from premature drying, excessively hot or cold temperatures, and excessive moisture loss for a period of time Fort Worth Water Department 03300 -11 Cast-in-Place Concrete necessary for the hydration of the cement and proper hardening of the concrete. C. During the curing period, protect concrete from damaging mechanical disturbances , such as load stresses, heavy shock, and excessive vibration. Protect finished concrete surfaces from damage caused by construction equipment, materials, rain, or running water. If at any time during the progress of the work the temperature drops below 40 degrees F, the Contractor shall make suitable provisions to protect the concrete . This protection shall consist of the use of insulating materials such as blankets, mats, etc ., and equipment for providing artificial heat. If heaters are used, precautions shall be taken to prevent drying to the slab. D. Curing for Slabs and Footings: 1. Initial Curing: Immediately after the finishing operations are completed, the concrete shall be covered with two thicknesses of 10-ounce burlap or other approved materials thoroughly saturated with water before placement. This covering shall remain in contact with the concrete and be kept saturated with water by spraying until the peak temperature produced by hydration has passed, but for at least 24 hours. At the end of this time, initial curing may be terminated and final curing begun. 2. Final Curing: Cover concrete with an approved curing compound to ASTM Designation C309. Color to be white. Waterproof curing paper conforming to ASTM C 171 is also acceptable. Total curing time shall be at least seven days. Curing compound shall be applied evenly in tow coats until no pinhole or other coating break remains, and an opaque white coating is achieved. Curing compound will not be allowed for final curing of structural floor slabs or for construction joints on surfaces to be painted. E. Curing for Walls and Columns 1. Initial Curing: Immediately after concrete is completed, the exposed surface of the concrete shall be covered with two layers of 10-ounce burlap or other approved absorptive materials, thoroughly saturated with water before placement. This covering shall remain in contact with the concrete and be kept saturated with water by spraying for at least 96 hours . At the time end of this time, initial curing may be terminated and final curing begun. Fort Worth Water Department 03300 -12 Cast-in-Place Concrete 2. Final Curing: Cover concrete with an approved curing compound conforming to ASTM Designation C 309. Color to be white. Waterproof curing paper conforming to ASTM Designation C 171 is also acceptable. Total curing time shall be at least ten days, during which interface temperature of concrete shall be above 50 degrees F. Curing compound will not be allowed for final curing of any interior or exterior exposed structural concrete. Final curing will be accomplished by continuing initial curing process for an additional ten days. Curing compound shall not be used on walls to be painted or to receive a water proofing system. 3. Alternate Initial Curing: In case forms are removed before end of initial cure period, or in case of unformed wall surfaces (shot- crete), the exposed surfaces of the concrete shall be covered with two layers of 10-ounce burlap or other approved absorptive materials, thoroughly saturated with water before placement. This covering shall be held in contact with the concrete and be kept saturated with water by spraying until the end of the intial curing period (96 hours curing). 3.09 FINISHING OF FORMED SURFACES A. Surfaces Requiring No Finish: A finish is not required on surfaces concealed from view by earth, in the completed structure. B. Smooth Form Finish: 1. Use plywood or fiberboard linings or forms in as large of sheets as practicable and with smooth, even edges and close joints. 2. Patch tie holes and defects. Rub fins and joint marks with carborundum stone to leave a smooth, unmarred finish surface. 3. Use a smooth form finish on all surfaces exposed to view. 3.10 FINISHING SLABS AND SIMILAR FLAT SURFACES A. Shaping to Contour: Use strike-off templates or approved compacting- type screeds riding on screed strips or edge forms to bring concrete surface to the proper contour. B. Consolidation: Thoroughly consolidate concrete in slabs and use internal vibration in beams and girders of framed slabs and along bulkheads of slabs on grade. Obtain and consolidation of slabs and floors with vibrating Fort Worth Water Department 03300-13 Cast-in-Place Concrete bridge screeds, roller pipe screeds, or other approved means. Concrete to be consolidated must be as dry as practicable. Do not exceed lf.i'' over ten feet. C . Floated Finish: l. After concrete has been placed, struck off, consolidated, and leveled, do not work further until ready for floating. Begin floating when water sheen has disappeared, or when the mix has stiffened sufficiently to permit proper operation of a power driven float. Consolidate the surface with power-driven floats. Use hand floating with wood or cork-faced floats in locations inaccessible to a power-driven machine and on small, isolated slabs. 2 . Recheck tolerance of the surface after initial floating with a 10 foot straightedge applied at not less than two different angles. Cut down high spots and fill low spots to tolerance. Immediately re- float slab to uniform, smooth, granular texture. C. Troweled Finish: 1. To obtain a troweled finish, a floated finish as previously specified must be applied. After power floating, use a power trowel to produce a smooth surface which is relatively free of defects but which may. still contain some trowel marks . Do additional trowelings by hand after the surface has hardened sufficiently. Thoroughly consolidate the surface by hand troweling operations . 2. Produce a finished surface free of trowel marks, uniform in texture and appearance, and conforming to a '14" in 10' tolerance. 3. The addition of water during finishing operations shall not be allowed. D. Broom or Belt Finish: 1. Immediately after completing the floated finish, draw a broom or burlap belt across the surface to give a coarse transverse scored texture. 2 . Provide a broom or belt finish for exterior paving and walks . E. Rubbed Finish: The surface shall be wetted and rubbed with Carborundum until a cement film is formed. This shall be rubbed into the Fort Worth Water Department 03300 -14 Cast-in-Place Concrete surface until all voids are filled and the entire surface has a uniform appearance . The surface shall tum white and set hard. It must not dust off. All interior and exterior exposed (to water or air) structural concrete surfaces not receiving a painted texture coating shall be rubbed. Rubbing should begin immediately after form removal. The use of cement or grout to form a paste during rubbing shall not be allowed. 3 .11 TESTING AND CONTROL A. Field Test Cylinders: Obtain samples from every 25 cubic yards for each mix design or any structure placed in any one day. Obtain at least one cylinder for each major element in each structure. Conduct compressive strength tests according to the following procedure: 1. Secure samples according to ASTM C 172 , Method of Sampling Freshly Mixed Concrete. 2. Mold three specimens under standard moisture and temperature conditions as specified in ASTM CJ 1, Method of Making and Curing Concrete Test Specimens in the Field. 3. Test one specimen at 7 days and one at 28 days according to ASTM C39, Test Methods for Compressive Strength of Cylindrical Concrete Specimens . If the 28 day tests indicate a compressive strength below the strength required, the third specimen shall be tested at 56 days. If all tests indicate a compressive strength below the strength required, the Engineer may, at his discretion, direct the Contractor to perform testing of in-place concrete at no additional cost to the Owner. 4. The Contractor may, at his expense, take additional specimen as may be required to demonstrate early attainment of concrete strength. B. Testing shall determine the following when the test cylinders are taken: 1. Slump 2. Concrete Temperature -temperature should be checked more frequently if adverse weather is expected or if required by the Engineer. 3.12 TESTING OF DEFICIENT IN-PLACE CONCRETE Fort Worth Water Department 03300 -15 Cas t-in-Place Concrete A. The strength of the concrete shall be considered potentially deficient if the averages of two consecutive sets of strength tests results fail to equal or exceed the specified strength or if any individual test results falls below the specified strength. Additional testing may also be required as directed by the Engineer. B. The Contractor shall bear all costs incurred in providing the additional testing and /or analysis required as a result of deficient in-place concrete . All costs as a result of delays due to additional testing and/or analysis will be at the Contractor 's expense, with no extension of contract length, regardless of the outcome of the testing . 3.13 ACCEPTANCE OF CONCRETE WORK A. Formed surfaces resulting in configuration of members smaller than permitted under the tolerances specified herein stall be considered deficient and shall be rep aired or replaced as directed by the Engineer. B. Concrete members cast in the wrong location shall be rejected if the strength, appearance, or function of the structure is , in the Engineer's opinion, adversely affected or if misplaced members interfere with other construction . If rejected, remove members cast in the wrong location and repair or replace at the Contractor's expense as directed by the Engineer . 3.14 WATERTIGHTNESS OF CONCRETE STRUCTURES A. All concrete structures designed to contain or convey fluid shall be tested for watertightness by the Contractor by filling with water to levels to the top of the structure. These tests will be repeated until watertightness is assured. Unless approved otherwise by the Engineer , perform tests prior to backfilling below-grade structures. B. The Contractor shall provide the water and all equipment required to fill and drain the structure for watertightness testing. The source of water and the means of filling and draining shall be coordinated with the Owner and submitted to the Engineer for approval. C. The Contractor is responsible for all costs associated with the watertightness requirements specified herein and the repairs required as a result of water leakage. D . The rate of filling shall be limited to minimize shock effects to the new concrete construction. Fort Worth Water Department 03300 -16 C ast-in-Place Concrete E. Whenever mechanical piping or any other item terminates in or extends through a concrete hydraulic structure, the Contractor shall install the embedded item in the concrete such that the watertightness of the structure is not impaired. F. Watertightness testing shall be performed in accordance with ASCI 3501R and as follows: 1. Watertightness testing should occur before backfilling operations, unless approved otherwise by the Engineer. 2. Allowable leakage for unlined structures with a maximum side water depth of 25 feet shall be less than O .1 % of water volume over 24 hours. 3. Allowable leakage for structures with lined floors and a maximum side water depth of 3 0 feet shall be less than O. 06% of water volume over 24 hours. 4. Allowable leakage for fully lined structures shall be less than 0.025% of water volume over 24 hours. G. Sources of water volume changes other than leakage include: 1. Mechanical piping and associated equipment. A significant volume of water loss can be attributed to mechanical piping and associated equipment. All piping should be temporarily sealed or blocked to eliminate water leakage or infiltration. 2. Evaporation and precipitation 3. Adsorption. To account for the adsorption process, the structure should be wetted for at least three days prior to testing. 4. Temperature. Measurements should be taken at 24 hour intervals so that the temperature conditions are approximately similar when measurements are taken, thus minimizing the effects of water volume changes caused by temperature .. H. Measurement: A minimum of two measurements should be taken, 180 degrees apart, at the beginning of the test, at 24 hour intervals, and at the end of the test. Fort Worth Water Department 03300-17 Cast-in-Place Concrete PART 1 GENERAL 1.01 WORK INCLUDED ITEM 03605 NONSHRINK GROUT This item specifies requirements for non-metallic nonshrink grout for leveling base plates, steel beams bearing on concrete, machinery, equipment, sleeves embedded in concrete, wetwell and valve vault floor transitions, and for all other locations shown or reasonably implied by the drawings. 1.02 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM): ASTM C 309, Liquid Membrane Forming Compounds for Curing Concrete. B. US Army Corps of Engineers (CRD): CRD-621, Corps of Engineers' Specification for Nonshrink Grout. 1.03 SUBMITTALS Acceptable materials are specified herein . If substitutions of equal quality are proposed by the Contractor, submit the following information on the proposed substitution for approval by the Engineer before delivery to the project: A. Manufacturer's technical literature, including manufacturer's specifications for mixing and placing the grout. B. Test results of tests performed by a certified independent testing laboratory showing conformance with the following: 1. CRD C-621 2. The requirements of this specification 1.04 SUBSTITUTIONS Condition upon the approval of the Engineer, Contractor may elect to substitute a cement grout, plant mixed, minimum 5,000 psi compressive strength at 28 days (8 sack). Contractor shall be required to submit mix design with request for substitution. Fort Worth Water Department 03605 -1 Nonshrink Grout 1.05 DELIVERY AND STORAGE A. Nonshri-nk grout shall be delivered to the project in unopened containers and shall bear intact manufacturer's labels. B. Store all nonshrink grout material in dry shelter and protect from moisture. C. Containers that are torn or damaged such that the nonshrink grout material has been exposed to the elements shall be discarded . 1.05 MEASUREMENT AND PAYMENT Materials, labor, and installation of non-shrink grout shall be considered incidental to the lump sum price for the installation of the new reinforced concrete wetwell and valve vault and the lump sum price for the rehabilitation of the · existing reinforced concrete wetwell. PART2 PRODUCTS 2.01 MATERIALS A. Nonshrink Grout: Nonshrink grout material shall be a pre-blended factory -packaged material manufactured, under rigid quality control , specifically for use in transferring heavy loads. The nonshrink grout shall conform to the following requirements: 1. Grout shall contain non-metallic natural aggregate and shall be non-staining and non-corrosive. Acceptable products are Gifford- Hill "Supreme", Master Builders' "Masterflow 713", or equal. 2. Corps of Engineers CRD-C-621 3. Resist attack by oil and water 4. Have a minimum initial setting time of approximately 1 hour at 70 degrees F. 5. Have a minimum compressive strength of 5,000 psi at 28 days. 6. Free of gas-producing or releasing agents. B. Water: Water used for mixing the grout shall be potable. C. Pea Gravel: Clean pea gravel conforming to ASTM C 33 coarse aggregate graded so that at least 90 percent passes a 3/8-inch sieve and 90 percent is retained by a No. 4 sieve. Fort Worth Water Department 03605 -2 Nonshrink Grout D. Membrane-Forming Curing Compound: Commercial curing compound conforming to ASTM C 309, which will not permanently discolor the grout. PART 3 -EXECUTION 3.01 PROCEDURES Installation methods and procedures shall conform to the printed instructions of the grout manufacturer and these specifications . Where there is a conflict between these specifications and the printed instructions of the grout manufacturer, the printed instructions of the grout manufacturer shall take precedence. 3.02 SURFACE PREPARATION A. Remove all defective concrete, laitance, dirt, oil, grease, and other foreign material from concrete surfaces by bush-hammering, chipping, or other similar means, until a sound, clean concrete surface is achieved. B. Lightly roughen the concrete, but not enough to interfere with the proper placement of grout. C. Align, level, and maintain final positioning of all components to be grouted. Coat shins with a thin film of grease or wax to facilitate removal. D. Take special precautions during extreme weather conditions according to manufacturer's written instructions . E. Saturate all concrete surfaces with clean water for the period of time specified by the manufacturer. Remove excess water and leave none standing. 3.03 FORMWORK A. Build leakproof forms that are strong and securely anchored and shored to withstand grout pressures. Forms shall be built high enough to provide a "head" of grout where it is required to force grout into difficult locations . B. Provide enough clearance between the formwork and the area to be grouted to permit proper placement of grout. Fort Worth Water Department 03605 - 3 Nonshrink Grout 3.04 MIXES A. For less than a 4-inch clearance, or where size or shape of space makes grouting difficult , grout mix shall consist of grout material and water. B. For greater than 4-inch clearances where coarse aggregate will not obstruct free passage of the grout, the grout may be extended by adding clean pea gravel if allowed or recommended by the grout manufacturer. Follow the manufacturer's recommendation for the maximum amount of pea gravel that may be added. C. Use the minimum amount of water necessary to produce a flowable grout without causing either segregation of bleeding. 3.05 MIXING A. Mixing of nonshrink grout shall be in strict conformance to the recommendations of the grout manufacturer. B. Mix grout as close to the work area as possible, and transport the mixture quickly and in a manner that does not permit segregation of materials . C. After the grout has been mixed , do not add more water for any reason. 3.06 PLACING A. Place nonshrink grouting material quickly and continuously by the most practical means permissible : pouring, pumping, or under gravity pressure. Do not use either pneumatic-pressure or dry packing methods without written permission of the Engineer. B. Follow established concreting procedures observing precautions for hot and cold weather concreting. C. When practical, apply grout from one side only to avoid trapping air. D. Final installation shall be thoroughly compacted and free from air pockets. To facilitate placement, a Yi to I-inch chain or meter strap may be pulled back and forth under the equipment during grouting . Remove chain or strap before initial set takes place. E. Do not vibrate the placed concrete mixture or allow it to be placed if the area is being vibrated by nearby equipment, except when approved by the grout manufacturer. Fort Worth Water Department 03605 -4 Nonshrink Grout F. Do not remove leveling shims for at le ast 48 hours after the grout has been placed. After shims have been removed, fill voids with nonshrink grout. 3.07 CURING Cure grout for three (3) days after placing by keeping wet and covering with curing paper by coating with a concrete membrane-forming curing compound or by other approved method. Fort Worth Water Department 03605 -5 Nonshrink Grout PART 1 GENERAL ITEM03700 FLOW ABLE FILL 1.01 DESCRIPTION This item governs the use of Ready-Mix Flowable Fill, sometimes known as Controlled Density Fill (CDF). Flowable fill shall consist of Portland cement, fly ash, sand, fine rock, and water in various mixtures depending on the design strength of the mixture . Flowable fill shall meet the requirements of ACI 229R-99 "Controlled Low-Strength Materials ". 1.02 SUBMITTALS Prior to delivery of material to construction site, Contractor to submit supplier data, to include mix proportions, to Engineer for approval. PART2 PRODUCTS 2.01 MATERIALS A . Cement: Cement shall be Portland Cement meeting requirements of ASTM C-150. B. Aggregates: Aggregates shall meet requirements of ASTM C-33 . C. Flyash: Flyash shall meet the requirements of ASTM C-618. D. Admixtures: 1. Mineral admixtures shall be pozzolanic materials. 2. Chemical admixtures shall be liquid or powder form used in standard ready-mix concrete production. Permissable types of admixtures include: a. High air generators designed to lower unit weights , reduce shrinkage, and control compressive strengths. b . Air entraining admixtures conforming to ASTM C-260 c. High range water reducers conforming to ASTM C-494 d. Accelerating admixtures conforming to ASTM C-494 Fort Worth Water Department 03700 -l Flowable Fill 2.02 MIXTURES The Contractor shall gain the Engineer's approval for the Ready Mix Flowable Fill mixture. The mix shall provide high flow properties without segregation. 2.03 PERFORMANCE Flowable fill shall develop a minimum 1 hour compressive strength of 15 psi and a minimum 28 day compressive strength of 300 psi. PART 3 -EXECUTION 3 .01 INSTALLATION A. Contractor 's supplier shall pre-test all pump application prior to day of placement with actual equipment. Flowable fill shall be batched at the concrete plant and hauled to job site in ready -mix trucks with continuous agitating drums. During any waiting period prior to discharge, truck drums shall agitate mixture. Entrained air shall be added as per manufacturer's instructions. B. The height of free fall of flowable fill shall not exceed four feet. The use of vibrator shall not be required. After the flowable fill has been placed, it shall not be covered or subjected to additional loads for 24 hours. Curing shall not be required . Fort Worth Water Department 03700 - 2 Flowable Fill PART 1 GENERAL 1.01 SCOPE OF WORK ITEM 05120 STRUCTURAL STEEL The work in this item includes providing structural steel and related appurtenances . 1.02 SPECIFICATIONS AND STANDARDS Except as otherwise indicated, the most current editions of the following specifications apply to work within this item: A. AISC MO 11 -Manual of Steel Construction for Shop and Field Welding B. AISC S326 -Design, Fabrication, and Erection of Structural Steel for Buildings C. ASTM A3 6 -Structural Steel D. ASTM A53 -Pipe, Steel, Black, and Hot-Dipped, Zinc-Coated, Welded, and Seamless Grade B. E. ASTM A307 -Carbon Steel Externally Threaded Fasteners, Grade A F. ASTM A320 -Alloy-Steel Bolting Materials for Low Temperature Service, Type 304. G. ASTM A500-Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes, Grade B H. ASTM A666 -Austenitic Stainless Steel, Sheet, Strip, Plate, and Flat Bar for Structural Application, Grade A, Type 304. I. A WS-B3.0 -Welding Procedures and Performance Qualifications J. A WS-D 1.1 -Structural Welding Code -Steel K. AWS-Wl -Welding Metallurgy Fort Worth Water Department 05120-1 Structural Steel 1.03 SHOP DRAWINGS AND SAMPLES Shop drawings, including details, dimensions, details of match markings, and all information necessary for fabrication, shall be submitted to the Engineer for review. 1.04 OWNERS MANUAL The following shall be included in the Owner's Manual in compliance with Item 01300, "Submittals". A. B. Certificates that steels comply with the indicated standards. Certificates that welding operators and procedures, if required, comp ly with the indicated requirements. PART2 PRODUCTS 2.01 MATERIALS Materials for structural steel members and connections shall comply with the following: A. Standard rolled steel sections ASTMA36 B. Pipe Columns ASTMA53 C . Structural Steel Tubing ASTM A500, Grade B D. Structural Bars, Plates, and Similar Items · ASTM A36, or A283 E. Stainless Steel ASTM A666, Type 304 F. Stainless Steel Bolts, Nuts, Washers ASTM A320, Type 304 G. Steel Bolts ASTM A307, Grade A 2.02 FABRICATION Fabrication shall be in accordance with AISC S326 and indicated requirements . PART 3 -EXECUTION 3.01 INSTALLATION A. General: Fort Worth Water Department 05120 -2 Structural Steel 1. Structural assemblies and shop and field welding shall meet the requirements of AISC MOl 1 and AISC S326 . 2. Measurements and dimensions shall be verified at the site . 3. Bolt holes shall be 1/16-inch larger than the nominal size of bolts. 4. Dissimilar metals shall be protected from galvanic corrosion by means of pressure tapes, coatings, and isolators. 5. Bolts shall not be permitted to drift and holes shall not be enlarged to correct misalignment. In the event of mismatching holes, new materials shall be provided. 6. Structural steel completely encased in concrete shall not be galvanized or painted, and shall have a clean surface for bonding to concrete. 7. Damaged structural steel shall be replaced. Use of salvaged, reprocessed , or scrap material shall not be permitted. B. Welding: 1. Welding shall be performed by operators who have been qualified by tests as prescribed by A WS to perform the type of welding indicated. Welding shall comply with the AWS Code for Arc Welding in Building Construction. 2. Continuous seal welds shall be applied on structural steel designed to be exposed to weather or submerged in water or wastewater. Continuous seal welds shall be applied to both sides of structural steel designed to be submerged in water or wastewater. C. Bolted Connections Where bolted connections are indicated, they shall comply with AISC specifications for framed beam connections for bearing type connections . 3.02 CORROSION PROTECTION Unless otherwise indicated, all structural steel, including that used in the fabrication of process equipment, shall be surface prepared and coated in accordance with Item 09900, "Painting", and shall include the following operations : Fort Worth Water Department 05120 - 3 Structural Steel A. Exterior and interior edges of flame-cut pieces shall be ground smooth. B . Sharp edges and punched holes shall be ground smooth. C . Uneven or rough welds shall be ground smooth. 3.03 TOUCH-UP AND REPAIR A. After installation, damaged surfaces of shop -primed structural stee l shall be cleaned and touched-up with the same material used for the shop coat. B. Damaged surface of galvanized metals shall be repaired. Fort Worth Water Department 05120 - 4 Structural Steel PART 1 GENERAL ITEM 05500 MISCELLANEOUS METAL 1.01 SCOPE OF WORK A. This item covers furnishing and installing miscellaneous metal items. Included are all materials and parts necessary to complete each item, even though such work is not definitively shown or specified. B. Carefully examine drawings and other sections of specifications for extent of miscellaneous metal work required . All metal work not included under other sections of the specifications shall be furnished and installed under this item. 1.02 REFERENCE STANDARDS A. ASTM B209 -Standard Specification for Aluminum-Alloy sheet and Plate. B. ASTM B221 -Standard Specification for Aluminum-Alloy Extruded Bar, Rod, Wire, Shape, and Tube . C. ASTM B308 -Standard Specification for Aluminum-Alloy Standard Structural Shapes, Rolled or Extruded. D. ASTM A36-Standard Specifications for Structural Steel E. ASTM Al 93 -Standard Specifications for Alloy Steel and Stainless Steel Bolting Materials for High Temperature Service F. ASTM A307 -Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. G. American Welding Society, AWS-Dl.1 -Structural Welding Code H. Aluminum Association -Specifications for Aluminum Structures 1.03 SUBMITTALS A. General: Submittals shall be made in accordance with Item 01300, "Submittals". Do not begin fabrication until after submittals have been reviewed and approved by the Engineer. Fort Worth Water Department 05500 - l Miscellaneous Metal B. Shop Drawings: Submit shop drawings on all fabricated and cast items. Indicate thickness, type , grade, class of metal, and finish. Show construction details, mark numbers, reinforcement, anchorage, and interface relation with adjacent construction. Indicate method of protection of aluminum at contact points with concrete or steel. C. Manufacturer's Product Data: Submit manufacturer's technical information on the expansion bolts proposed for use by the Contractor. The data shall contain sufficient information to evaluate conformance to specifications and shall include pull-out and shear test reports from a certified independent laboratory. 1.04 FIELD MEASUREMENTS Prior to fabrication, take necessary field measurements of previously installed construction so that work will fit properly. Members that do not fit properly must be replaced unless approval for their modifications has been obtained from the Engineer. 1.05 QUALIFICATION OF WELDERS Welding of miscellaneous metal items must be performed by certified welders . Welders must be qualified by procedures of the American Welding Society, Structural Welding Code, Steel and Aluminum Association, and Qualifications Standards for Structural Welding of Aluminum, using procedures, materials, and equipment of the type required for the work. PART2 PRODUCTS 2.01 MATERIALS A . Aluminum: 1. Aluminum Shapes a. Rolled Shapes: Conform to ASTM B308, aluminum alloy 6061. b . Extruded Shapes: Conform to ASTM B22 l , aluminum alloy. 2. Aluminum Plates: Conform to ASTM B209, aluminum alloy 6061 . 3. Aluminum members shall have mill finish . Fort Worth Water Department 05500 - 2 Miscellaneous Metal 4. Aluminum surfaces that will be in contact with concrete or steel shall be gi v en a heavy coat of alkali -resistant bituminous paint , or other coating recommended by the manufacturer that will provide equivalent protection. The coating shall not be visible in the completed installation. B. Structural Steel Shapes , Plates, and Bars: Conform to ASTM A36 . C. Stainless Steel: Where indicated on the drawings as "stainless steel", or "SS", use stainless steel conforming to AISI 316 or AISI 304 for non- welded items and AISI Type 316 L for welded items. All stainless steel shall have a minimum yield strength of 45 ,000 psi. D. Stainless Steel Bolts: Shall be AISI Type 316 conforming to ASTM A 193 . Use stainless steel bolts for all bolts embedded in concrete and other areas indicated on the drawings as "stainless steel" or "SS". E. Galvanizing Repair Coating: Carboline Carbo Zinc No. 11, Galv-Weld Products' Galv-Weld Alloy, Koppers Organic Zinc Coating, or equal. 2 .02 PREFABRICATED ALUMINUM ACCESS HATCHES A. Pit and Floor Hatches: See item 11350-"Aluminum Access Hatches and Appurtenances ". Hatches shall be of the type, size, and location indicated on the drawings. All hatches shall be pad lockable. B. Acceptable Manufacturer's: Subject to compliance with requirements , provide prefabricated roof access hatch units by one of the following : 1. Bilco Company 2. Flygt Company 3 . Approved Equal 2.03 STANDARD PRODUCTS Details and specifications of items for which equivalent standard products are available are considered as respective guides for such items. Standard products will be acceptable subject to approval , provided they vary only in minor details from requirements of drawings and specifications. 2.04 FABRICATION A. Where practical, fit and assemble items in the shop and deliver to the site ready for installation. F ort Worth Water D e partment 05500 -3 Misce llaneous Metal B. Shop connections shall be welded or riveted . Do not use screws or bolts where their use can be avoided . Where used, countersink heads, screw up tight, and nick threads to prevent loosening. Finish welds and rivets flush and smooth on surfaces that will be exposed after installation. Cope or miter comers. C. Welding: D. E. F. G. H. I. PART 3 - 1. Welding of steel items shall conform to the requirements of the American Welding Society Structural Welding Code -Steel. 2. Welding of aluminum shall conform to the requirements of the American Welding Society and the Aluminum Association's Specifications for Aluminum Structures. 3. Any welding not governed by the above shall be performed in accordance with best modem practice for strength and durability. 4 . All welds exposed to view in complete work shall be ground down flush and finished smooth. Weld continuously along the entire line of contact. Provide anchors where necessary to fasten miscellaneous metals securely in place. Drilling and punching must produce clean, true lines . Do not torch cut holes or slots. Where tight joints are required, mill to a close fit. Thickness of metals and details shall be of ample strength and thickness . Provide holes and connections for work of other trades . Galvanizing : Hot-dip galvanize all miscellaneous carbon steel items after fabrication, unless otherwise specified. EXECUTION 3.01 CONDITION OF SURFACES Prior to installation, inspect surfaces to which miscellaneous metal items will be attached. If the condition of such a surface will adverse ly affect the installation, do not proceed with the installation until corrective measures have been taken . Fort Worth Water Department 05500 - 4 Miscellaneous Metal 3.02 INSTALLATION A. Accurately set work to establish lines and elevations and securely fasten in accordance with approved shop drawings and provisions of this specification. B. All work shall be free of finish scratches, nicks, gouges, dents, concrete splatter, paint, or other foreign matter. Damaged material must be replaced without additional cost to the Owner. 3.03 TOUCH -UP Touch up surfaces damaged by welding, cutting, abrasion, or from other causes as follows: A. Galvanized Surfaces: Clean damaged area thoroughly by wire brushing and remove traces of welding flux and loose or cracked zinc coating. The cleaned surface shall be painted with two coats of galvanizing repair coating. B. Shop Primed Surfaces: See Item 09900, "Painting". Fort Worth Water Department 05500 - 5 Miscellaneous Metal ITEM 05501 ANCHOR BOLTS, EXP ANSI ON ANCHORS, AND CONCRETE INSERTS PARTl GENERAL 1.01 WORK INCLUDED A. Provide anchor bolts, expansion anchors, and concrete inserts, including, but not limited to: 1. Baffle walls, weirs, and troughs 2. Rails 3. Hangars and brackets 4. Equipment 5 . Piping 6. Grating and floor plates 7. Electrical, plumbing, and HV AC work 8. Partitions and ceilings B. This item includes all bolts, anchors, and inserts required for the work but not specified under other sections . 1.02 REFERENCE STANDARDS A. ASTM A307 -Carbon Steel Externally and Internally Threaded Standard Fasteners. B. ASTM Al 93 -Alloy-Steel and Stainless Steel Bolting Materials for High Temperature Service. 1.03 SUBMITTALS Shop drawings shall include: A. B. PART2 Setting drawings and templates for location and installation of anchorage devices. Copies of manufacturer's specifications, load tables, dimension diagrams, and installation instructions for the devices. PRODUCTS 2.01 DESIGN CRITERIA A. When the size, length, or load carrying capacity of an anchor bolt, expansion anchor, or concrete insert is not shown on the drawings, provide Fort Worth Water Department 05501 -I Anchors, Bolts, and Inserts the size, length, and capacity required to carry the design load times a minimum safety factor of four . B. Determine design loads as follows: 1. For equipment anchors, use the design load recommended by the manufacturer and approved by the Engineer. 2. For pipe hangars and supports , use one-half the total weight of pipe, fittings, valves, accessories, and water contained in the pipe, between the hanger or support in question, and adjacent hangers and supports, both sides. 3. Allowances for vibration are included in the safety factor specified above. 2.02 MATERIALS A. Anchor Bolts: Provide stainless steel bolts complying with ASTM A193 , AISI Type 316. Other AISI types may be used subject to Engineer's approval. B. Expansion Anchors: 1. All expansion bolts shall be stainless steel. 2 . All expansion bolts shall have a safety factor of four with a minimum working capacity as follows: Bolt Size Minimum shear strength Minimum pullout strength Minimum embedment 7 /8" 5,250 # 5,250 # 7" 4 ,250 # 4 ,250 # 4" 1,650 # 1,300 # 2-1/4" 3. Size required for the concrete strength specified. 3/8" 625 # 1,030 # 2-1 /4" 4. Stud type (male thread) or flush type (female thread), as required. 5. UL or FM approved 6. Provide manufacturer's technical literature and test reports from an accredited independent testing laboratory showing certified bolt capacities for expansion bolts proposed for use on this project. C. Concrete Inserts: Fort Worth Water Department 05501 - 2 Anchors, Bolts, and Inserts PART 3 - 1. For piping, grating, and floor plate, provide malleable iron inserts 2 . Provide those recommended by the manufacturer for the required loading. 3. UL and FM approved . EXECUTION 3.01 INSTALLATION A. Drilling equipment used and installation of expansion anchors shall be in accordance with the manufacturer's instructions. B . Ensure that embedded items are protected from damage and are not filled in with concrete. C. Expansion anchors may be used for hanging or supporting pipe two inches in diameter and smaller. Expansion anchors shall not be used for larger pipe unless otherwise shown or approved by the Engineer. D. Use concrete inserts for pipe hangars, and supports for pipe size and loading recommended by the insert manufacturer. E . Unless otherwise shown or approved by the Engineer, conform to the following for expansion anchors : 1. Minimum embedment depth as defined in 2.02B 2 . Minimum anchor spacing on centers : ten diameters 3. Minimum distance to edge of concrete : five diameters 4. Increase dimensions above if required to develop the required anchor load capacity. 3.02 CLEANING After embedding concrete is placed, remove protection and clean bolts and inserts. Fort Worth Water Department 05501-3 Anchors, Bolts, and Inserts PARTl GENERAL ITEM09900 PAINTING 1.01 SCOPE This item provides requirements for furnishing labor, materials, and equipment to prepare surfaces and apply protective coating to new equipment, pumps, piping and valves, access gate, bollards, structural steel, and miscellaneous items. All paint shall be especially adapted for use around wastewater treatment plants and wastewater lift stations, and shall be applied in conformance with the manufactured published specifications. 1.02 REFERENCE STANDARDS Work performed and materials used must comply with the requirements of the Steel Structures Painting Council's Vol. No. I "Good Painting Practices", and Vol. No . 2 "Systems and Specifications", and these technical specifications. Where a conflict exists between these technical specifications and the Steel Structures Painting Council's specifications, the technical specifications shall govern. 1.03 SUBSTITUTIONS A. Wherever a product is designated by trade name with provision for an equal, the product specified must be used unless a written request for substitution is submitted to the Engineer. The request for substitution must include the manufacturer's complete technical data sheets on the proposed product with a certified ingredients analysis and sufficient information, including applicable case history information, for making a complete comparison between specified and proposed products. B. Consideration will be given only to those coating systems which have been used in water and wastewater treatment plant service for at least five (5) years. The request for substitution must include a list of at least 5 applications in the Dallas/Fort Worth, Texas metropolitan area. Furnish the Owner's name, the Owner's representative, and the name of the product used. 1.04 SUBMITTALS A. Product Data and Shop Drawings: Submit product data, shop drawings, certificates, and instructions on all protective coating items as specified herein and in accordance with Division 1 -General Requirements. Fort Worth Water Department 09900 -1 Painting B. Product Data : Complete data on each type and kind of paint and primer shall be submitted for review. Favorable review shall be obtained from the Engineer before the paint is delivered to the job site . This procedure must be followed whether or not the paint that the Contractor proposes to use is named in the specifications. Submittal data shall show where and for what uses each paint product is to be used. Data submitted on each type and kind of paint product shall include information to show the product meets the detailed requirements of these specifications. C. Manufacturer's Instructions: The manufacturer's published instructions , for use as a guide in specifying and applying the manufacturer's proposed paint, shall be submitted to the Engineer. Manufacturer's published instructions shall meet the following requirements: 1. The instructions must have been written by the manufacturer for the purpose and with the intent of giving complete instruction for the use and application of the proposed paint in the locality and for the conditions for which the paint is specified or shown to be applied under this contract. 2 . All limitations, precautions, and requirements that may adversely affect the paint, that may cause unsatisfactory results after painting application, or that may case the paint not to serve the purpose for which it is intended, that is, to protect the covered material from weathering and corrosion, shall be clearly and completely stated in the instructions. These limitations and requirements shall include, but not be limited to the following: a. Surface preparation b. Methods of application c. Number of coats d. Thickness of each coat e . Total thickness f. Drying time of each coat, including primer g. Drying time of final coat before placing into service h. Time allowed between coats 1. Primer required to be used J. Compatible topcoats k. Weather limitations during and after application 1. Physical properties of paint, including percent solids m. Application equipment settings 1.05 DELIVERY AND STORAGE A. Delivery: Have paint delivered to the job site in original unopened containers . Fort Worth Water Department 09900 - 2 Painting B. Storage: Store material in an approved location which meets the manufacturer's storage requirements. Recommended storage temperatures shall be maintained. 1.06 MAINTENANCE MATERIAL At the end of the project, the Contractor shall turn over to the Fort Worth Water Department a gallon of each type and color of paint used in the field painting. The material shall be delivered in unopened labeled cans , just as it comes from the manufacturer. Provide the manufacturer's literature describing the materials and giving directions for their use. A typewritten inventory list shall be furnished to the Fort Worth Water Department at the time of delivery. 1.07 SAFETY AND HEALTH REQUIRMENTS A. B. C . PART2 General: In accordance with requirements set forth by regulatory agencies applicable to the construction industry and the manufacturer's printed instructions and appropriate technical bulletins and manuals, the Contractor shall provide and require use of personal lifesaving equipment for persons working on or about the project site. Head and Face Protection and Respiratory Devices: Equipment shall include protective hardhats which shall be worn by all persons while in the vicinity of the work. In addition, workers engaged in or near the work site during sandblasting shall wear eye and face protection devices and air purifying, half-mask or mouthpiece respirators with appropriate filters. Barrier creams shall be used on any exposed areas of skin. Ventilation: Where ventilation is used to control hazardous exposure, all equipment shall be explosion-proof. Ventilation shall reduce the concentration of air contaminants to the degree a hazard does not exist. Air circulation and ex hausting of solvent vapors shall be continued until the coatings have fully cured. PRODUCTS 2.01 COLOR SCHEDULE A. Final color selection shall be made by the Engineer from color charts submitted by the Contractor; colors selected shall be a manufacturer's standard color. B. Motors, Equipment, Pumps, and Valve Bodies: Fort Worth Water Department 09900 - 3 P a inting 1. Motors, equipment, pumps, and valve bodies shall be painted the color selected by the Fort Worth Water Department. 2. All bronze, stainless steel , or aluminum metal surfaces shall not be painted. C. Exposed Moving Parts or Guards 1. All exposed moving parts such as couplings, shafts, etc. shall be painted OSHA red. 2. All guards and shields such as belt guards, chain guards, etc. shall be painted OSHA orange. 2.02 TEST EQUIPMENT The following pieces of equipment will be used by the Contractor to determine film thickness and the presence of flaws: A . Electronic Digital Readout Gage: 0.40 mils film thickness gage including a set of Department of Commerce, Bureau of Standards Film Thickness Calibration Standards from Oto 8 mils and 10-25 mils or equivalent. B. Wet Sponge Holiday Detector: Low voltage flow detector. C. Wet Film Thickness Gage D. Sling psychometer to measure humidity at time of application. 2.03 MATERIAL Paint shall arrive on the job ready-mixed, except for the tinting of undercoats and possible thinning. 2.04 COATING SCHEDULE A. Ferrous Metal, Interior, Non-Immersed 1. General: All interior above ground ferrous surfaces subject to dry non-abrasive conditions shall be painted in accordance with the following provisions. This includes , but is not limited to: exposed pumps, exterior of valves, pipes, motors, machinery, roof joists, hollow metal doors and frames, exposed roof deck pipe hangars, and miscellaneous metals such as structural steel in pump stations and buildings. Fort Worth Water Department 09900 - 4 Painting 2. Surface Preparation: SSPC SP-6 Commercial Blast Cleaning 3. Coating: (Epo xy Polyamide) Minimum Coverage Primer, 4.0 mils DFT Finish Coat, 5.0 mils DFT Manufacturer or Equal Tnemec 66-1211 Epoxoline Primer Valspar 89 Series High-Build Epoxy Tnemec 66 Color High-Build Epoxy Valspar 89 Series High-Build Epo xy B. Ferrous Metal, Exterior, Non-Immersed 1. General: All exterior ferrous surfaces subject to non-abrasive conditions shall be painted in accordance with the following provisions . This includes , but is not limited to: exterior of non- submerged equipment, valves , pipes, pipe sleeves , brackets , grates , access gates , structural steel , light poles, etc. Surfaces intermittently or partially submerged shall be treated as being submerged. 2 . Surface Preparation: SSPC SP-6 Commercial Blast Cleaning 3. Coating: (Aliphatic-Polyurethane System) Manufacturer or Equal Minimum Coverage Primer, 5.0 mils DFT Finish Co at, 4.0 mils DFT Tnemec 66 Color High Build Epoxoline Valspar 89 Series High-Build Epoxy Tnemec 73 Color Endura-Shield Valspar V40 Series Urethane C. Ferrous Metal: Immersed or Subject to Abrasive Conditions 1. General: All ferrous surfaces below ground level, submerged , or subject to abrasive conditions shall be painted in accordance with the following provisions. This includes , but is not limited to: Ladders, grates, checkered plates, handrails , access covers, exterior or submerged valves, piping, brackets , structural steel, sluice gates , slide gates, drains, etc. 2. Surface Preparation: SSPC SP-10 Near White Metal Blast Cleaning. 3. Coating : (Epoxy-Polyamide System) Fort Worth Water Department 09900-5 P ainting Minimum Coverage Primer, 4.0 mils DFT Finish Coat, 5.0 mils DFT Manufacturer or Equal Tnemec 66-1211 Epoxoline Primer Valspar 89 Series High-Build Epoxy Tnemec 66 Color High-Build Epoxoline Valspar 89 Series High-Build D. Non-Ferrous Metal , Interior: E. PART 3 - 1. General: All non-ferrous surfaces where painting is required shall be painted in accordance with the following provisions. This includes, but is not limited to: pipe supports, underside of roof decks , and service doors. 2. Surface Preparation: SSPC-SPl Solvent Cleaning 3. Coating: (Epoxy-Polyamide System) Minimum Coverage Finish Coat, 5 .0 mils DFT Manufacturer or Equal Tnemec 66 Color High Build Epoxol ine Valspar 89 Series High-Build Epoxy Aluminum, Stainless Steel, Galvanized Steel, or Brass: Unless specifically called out on drawings, do not paint these surfaces . EXECUTION 3 .01 WORK CONDITIONS A. Weather: 1. No coating or painting shall be applied: a. When the surrounding air temperature, or the surface to be coated is below fifty (50) degrees F. b. To wet or damp surfaces, or in rain, snow, fog, or mist. c. When the temperature is less than 5 degrees F above the dew point. 2. If preceding conditions are prevalent, coating or painting shall be delayed or postponed until conditions are favorable. The day's coating or painting shall be completed in time to permit the film sufficient drying time prior to damage by atmospheric conditions. Comply with the manufacturer's recommendations as to weather conditions under which coating systems can be app lied . Do not apply finish coat in conditions where the wind is blowing at or above 10 mph, or gust above 15 mph. Fort Worth Water Department 09900 -6 Painting B. Surface: If surfaces to be painted cannot be put in proper condition for painting by customary cleaning and sanding operations, notify the Engineer's representative or assume responsibility for and rectify any unsatisfactory finish resulting from application to an unsatisfactory surface . Do not proceed with surface preparation or coating application until adverse conditions are corrected to provide acceptable surface. The paint supplier shall inspect and certify all surfaces prior to coating application. Do not apply paint to a wet or damp surface. C. Equipment: The Contractor's coating and painting equipment shall be designed for application of the materials specified and shall be maintained in good working order comparable to that described in printed instructions of the coating manufacturer. Clean equipment thoroughly before and after use with the appropriate cleaning solution indicated by the coating manufacturer. All gages and controls on spray equipment shall be in proper working order at all times and the gages must be operational and readable. D. Warnings: Display caution signs in necessary areas advising of spray painting. 3.02 SURFACE PREPARATION A . Solvent Cleaning: Remove oil, grease, soil, and other contaminants by use of solvents, emulsions, cleaning compounds, steam cleaning, or similar materials and methods which involve a solvent cleaning action in accordance with Steel Structures Painting Council Surface Protection · Specifications (SSPC) SP-1. B. Grinding: Remove weld splatter and rough edges ~nd grind rough welds so that all surfaces are in proper condition, in the opinion of the Engineer, to receive the specified coating . C. Abrasive Grit Cleaning: 1. Use a source that provides compressed air, free of detrimental amounts of water and oil. The compressor shall, as a minimum, be capable of delivering a pressure at the blast nozzle of at least 90 psig; the blast nozzle shall be of the venturi type. 2. Use grit of 16/40 mesh. Keep grit clean, dry, and free of clay particles and other extraneous matter. 3. Blast only those areas that can be primed the same day. Areas which are not painted the same day must be re-blasted again on the Fort Worth Water Department 09900 - 7 Pai nting day the prime coat is applied. Remove grit from surface by brush or industrial vacuum. 4 . All immersed iron and steel surfaces shall be blasted to "near white" metal in accordance with SSPC SP -10, "Near White Blast Cleaning". The blast cleaning shall produce an anchor pattern of 2 -1 /2 to 3 mils. 5. All non-immersed iron and steel surfaces shall be commercial blast cleaned in accordance with SSPC SP -6 . The blast cleaning shall produce an anchor pattern of 1-1/2 to 2 mils. 6 . Concrete surfaces to be blasted should be prepared by using a brush-off blast cleaning unless otherwise specified. This blast shall lightly abraid the surface without entirely removing the surface or exposing the underlying aggregate . D . Power Tool Cleaning: Subject to review by the Engineer or his representative, any above metalwork in which SP-6 or SP-10 blasting cannot be accomplished shall be cleaned in accordance with SSPC SP-4, Power Tool Cleaning, removing mill scale, loose rust, loose paint, and other foreign matter. E. Shop Priming: Where metalwork, equipment, valves, and the like are shop primed, the primer used must be compatible with the coating system to be applied in the field. All information shall be furnished regarding the shop prime coat and, if not compatible with succeeding coats, the shop prime coat shall be removed by blast cleaning at no additional cost to the Owner. 3.03 PROTECTION A. Protect surfaces and installations requiring no painting or finishing by use of drop cloths, masking, or other approved precautionary measures . Repair or replace, at no extra cost, Water D epartment's property and work of other trades damaged, marred, or stained by painting and finishing operations. B. Prior to surface preparation and painting operations, remove, mask, or otherwise protect hardware, hardware accessories, machined surfaces, plates, light fixtures, and similar items not to be painted but which are in contact with painted surfaces . C. The Contractor shall notify the Fort Worth Water Department at least 48 hours in advance of spray painting . Fort Worth Water Department 09900 - 8 Painting 3.04 MIXING AND THINNING A. Mix and thin paints in strict accordance with manufacturer's directions. B . At the time of application, paint must show no signs of hard settling, excessive skinning, or other deterioration. 3.05 COATING APPLICATION A. Manufacturer 's Representative: The coating manufacturer will be responsible, through an authorized representative, to provide technical assistance to the paint contractor as needed. B. Workmen : Employ workmen skilled in structural steel, piping, and mechanical equipment painting. C. Materials 1. Coating materials, abrasive grit, and equipment used in painting and blasting are subject to inspection at any time by the Engineer's representative . 2. Remove blasting grit and dust from the surface to be painted before paint application is begun. 3. Dust, dirt , oil , grease, and any foreign matter that will affect the adhesion durability of the finish must be removed by washing with clean rags dipped in an approved solvent and wiped dry wit clean rags . D. Paint Coating Methods 1. Finished surfaces must be free from runs, drips, ridges, waves, laps, brush marks, and variations in color, texture, and finish. 2. Double-lap all welds. Apply prime coat by brush to all weld areas, then apply prime coat to entire surface, including weld areas, by spray, roller or method selected. 3. Coat areas with a uniform film, free of sags, runs, or brush marks. Where multiple coats of paint are specified, apply each coat in a different color which compliments the following coat and is different than the preceding coat. Each coat must be free of shadows and uniform in appearance. Fort Worth Water Department 09900 - 9 Painting 4. Except where otherwise specified, thin paint only as necessary for workability of coating material in accordance with manufacturer's printed instructions. Use only an appropriate thinner as recommended by the paint manufacturer. 5 . When paint is being applied to interior of wet well or any other closed areas, provide for adequate ventilation. 6. Comply with recommendations of the paint manufacturer in regard to drying time for each coat, technique of spray application, ventilation, paint thinning, and safety precautions. The Contractor must fully inform all members of his field crew of these recommendations. 7 . Where inspection shows that the specified thickness is not developed, apply additional coats in accordance with manufacturer's surface preparation and cure schedule requirements to produce the required film thickness. 8. Repair and recoat improper applications as recommended by the manufacturer or as required by the Engineer's representative. 9. Factor furnished items shall be protected against damage during transit, storage, and erection . The following items shall receive final finish at the factory: a . Electrical panels b. Pressure gages c. Instrumentation d. Similar equipment with standard factory finish 10 . The following items shall not be painted, unless otherwise specified. a. Aluminum, brass, bronze, chrome, copper, stainless steel b. Nameplates and serial numbers c. Grease fittings d. Valve operator stems e. Buried or encased piping or conduit f. Concrete floors, interior walls, and slabs. g. Glass h. Fiberglass doors, grating, and handrail E. Cleaning: Upon completion of work, remove all staging and scaffolding. Dispose of unused grit, containers, and rubbish in a suitable manner. Fort Worth Water Department 09900 -10 Painting Remove overspay, paint spots, oil, or stains on adjacent surfaces . Leave the entire job clean and acceptable. 3.06 INSPECTION AND TESTING A. Inspection 1. Surface preparation, coating application, and repairs are subject to inspection by the Engineer's representative . The standards published by the Steel Structures and Painting Council will be used as guides for acceptance or rejection of the cleaning, painting, or coating application. Particular attention will be given hard to reach areas, bolted connections, supports, anchor bolts , and threaded joints. 2. A magnetic-type dry film thickness gage and electrical holiday detector, provided by the Contractor, will be used to determine the acceptability of the paint application. 3. Give sufficient notice in advance of coating applications so that the Engineer's representative can perform the following inspections: a. Examination and approval of surface preparation prior to any coating. b. Examination and approval of each coat prior to application of the next coat. c. Inspection of the completed coating for runs , oversprays, roughness , and any evidence of improper application . B. Testing 1. The Contractor will conduct all tests in the presence of the Engineer's representative. 2. Should any paint system fail to pass a test, the Engineer will specify corrective measures. The paint system will then be retested by the Contractor, in the presence of the Engineer's representative. 3.07 PAYMENT The work to be performed under "Painting" shall be considered incidental to the bid prices contained in the Proposal and will receive no direct compensation. Fort Worth Water De partment 09900 -11 Painting ITEM 09901 WETWELL INTERIOR COATING PARTl GENERAL 1.01 SCOPE This item shall govern all work, materials, and testing required for surface preparation, repairs, and solventless epoxy coating application to proposed lift station wetwell and manhole interior. 1.02 RELATED WORK A. Division 1: General Requirements -Section 1300 "Submittals" B . Division 3: Concrete C. Division 9: Finishes -Section 9900 , "Painting" 1.03 REFERENCES A. ASTM -American Society for Testing and Materials B. NACE -National Association of Corrosion Engineers C. SSPC -Steel Structures Painting Council D. ACI-American Concrete Institute 1.04 SUBMITTALS A. Submit technical data sheet on each product used , including ASTM test results indicating the product conforms to and is suitable for its intended use per Item 01300, "Submittals". B. Material Data Sheets (MSDS) for each product used. C. Manufactures application guidelines and recommendations D. Qualifications of Applicator 1. Manufacturer certification that applicator has been trained and approved in the handling, mixing, and application of the products to be used . Fort Worth Water Department 09901 -1 Wetwell Interior Coating 2. Certification by the protective coating manufacturer that the equipment to be used for applying the products has been approved and Applicator personnel have been trained for proper use of equipment. 3. Five ( 5) recent references of applicator indicating successful application of a high-build solventless epoxy coating by spray application. 4 . Design and application details for any additional systems and equipment to be used in site and surface preparation. 1.05 DELIVERY, STORAGE, AND HANDLING A. Materials are to be kept dry, protected from weather, and stored under cover. B. Protective coating materials are to be stored between 50 degrees F and 90 degrees F. Do not store near flame, heat, or strong oxidants . 1.06 SITE CONDITIONS A. Applicator shall conform with all local, state, and federal regulations; including those set forth by OSHA , RCRA, and the EPA, and other state and local authorities. B. Method statements and design procedures are to be provided to the Owner when confined space entry, flow diversion, debris removal, or bypass pumping is necessary in order for Applicator to perform the specified work. 1.07 WARRANTY Contractor shall warrant all work against defects in materials and workmanship for a period of two (2) years from the date of the final acceptance of the project. Contractor shall, within a reasonable time after receipt of written notice thereof, repair defects in materials and workmanship which may develop during said one year warranty period, at no cost to the Owner. PART2 PRODUCTS 2.01 EXISTING PRODUCTS A. Standard Portland cement or new concrete must be well cured prior to application of the protective coating. Generally, 28 days is adequate cure time for standard Portland cement. Fort Worth Water Department 09901 -2 Wetwell Interior Coating B. Cementitious patching and repair materials should not be used unless their manufacturer provides information as to its suitability for top-coating with an epoxy coating. Project specific submittals should be provided including application, cure time, and surface preparation procedures which permit optimum bond strength with the epoxy coating. C. Remove existing coatings prior to application of the new protective coating. Applicator is to maintain strict adherence to applicable NACE and SSPC recommendation with regard to proper surface preparation and compatibility with existing coatings. 2.02 REPAIR MATERIALS A. Repair materials shall be used to fill voids, structurally reinforce and/or rebuild surfaces, etc., as determined necessary by the Engineer and protective coating applicator. Repair materials must be compatible with the specified epoxy coating and shall be applied in accordance with the manufacturer's recommendations. B. The following repair products are acceptable for use in conjunction with an epoxy coating: 1. 100% solids epoxy grout that can be troweled or sprayed and specifically formulated for optimum epoxy topcoating compatibility. The epoxy grout manufacturer shall provide instructions for epoxy topcoating procedures. 2. Factory blended, rapid setting, high early strength, fiber reinforced, nonshrink repair mortar or grout that can be troweled or · pneumatically spray applied. Manufacturers shall provide information as to the suitability for topcoating with an epoxy coating. Project specific submittals shall include application procedure, cure time, and surface preparation procedures which permit optimum bond strength with an epoxy coating. 3. Shotcrete shall conform to all requirements of ACI-506, except as modified by these specifications. Shotcrete shall be composed of Portland Cement, aggregate, and water, so proportioned as to produce a concrete suitable for pneumatic application. Cured shotcrete shall have a minimum surface tensile strength of 300 psi. No coatings shall be applied prior to a full 28 day cure unless approved in advance by the Engineer. Fort Worth Water Department 09901 -3 Wetwell Interior Coating 2.03 PROTECTIVE COATING A. Manufacturer: Raven Lining Systems, Inc. Tulsa Oklahoma, 1-800-324- 2810, or approved equal. B. Description: Raven Ultra High-Build epoxy coating, a two part epoxy resin system using 100% solids based epoxy binder with fibrous and flake filters, as manufactured by Raven Lining Systems and designated as Raven 405, or approved equal. 2.04 APPLICATION EQUIPMENT Application equipment shall be specifically designed, or approved for use by the protective coating manufacturer. PART 3 -EXECUTION 3.01 ACCEPTABLE APPLICATORS A. Repair mortar applicators shall be trained to properly apply the cementitious mortar according to manufacturer's recommendations. ' B. Protective coating must be applied by a certified applicator of the protective coating manufacturer and according to manufacturer's specifications. 3.02 EXAMINATION A. Installation of the protective coating shall not commence until the concrete substrate has properly cured and been prepared in accordance with these specifications. B. Temperature of the surface to be coated should be maintained between 40 degrees F and 120 degrees F during application. Prior to an during application, care should be taken to avoid exposure to direct sunlight or other intense heat source to the structure being coated. Where varying temperatures exist, care should be taken to apply the coating when the surface temperature is falling versus rising . 3.03 SURFACE PREPARATION FOR WETWELL COATING A. Cleaning 1. Covers or screens shall be placed over pipe inverts to prevent extraneous material from obstructing wastewater flow. Fort Worth Water Department 09901 -4 Wetwell Interior Coating 2. All concrete that is not sound or has been damaged by chemical exposure shall be removed from the wetwell. Loose and protruding brick, mortar, grout, and concrete shall be removed using a masonry hammer and chisel and/or mechanical scrapers. 3. All contaminants, including, but not limited to grease, wax, curing compounds, sealants, salts, coatings, and all other contaminants shall be removed. 4. Surfaces to receive protective coating shall be cleaned and abraded to produce a sound surface with adequate profile to provide a strong bond between the protective coating and the concrete. All foreign materials shall be removed from the wetwell interior using high pressure water spray (3,500 to 4,000 psi). B. Preliminary Repairs: All unsealed lifting holes, unsealed step holes, voids larger than approximately one-half (1 /2) inch in thickness shall be filled with patching compound at least one hour prior to application of the first spray coat. 3.04 APPLICATION OF REPAIR MATERIALS A. Cementitious repair materials shall be troweled to provide a smooth surface with an average profile equivalent to coarse sandpaper to optimally receive the protective coating. No honeycomb surfaces should remain after the final trowel of the grout or mortar. B. The repair materials shall be permitted to cure according to manufacturer recommendations. C. All surfaces should be inspected during and after preparation and before the protective coating is applied. 3.05 APPLICATION OF INTERIOR WETWELL COATING A. Application procedures shall conform to the recommendations of the protective coating manufacturer, including material handling, mixing, environmental controls during application, safety, and spray equipment. B. The spray equipment shall be specifically designed to accurately ratio and apply the specified protective coating materials and shall be regularly maintained and in proper working order. C. Specified surfaces shall be coated by spray application of a moisture tolerant, solventless, 100% solids, self-priming epoxy coating. The coating will be applied to a minimum wet film thickness of 100 mils. Fort Worth Water Department 09901 -5 Wetwell Interior Coating D. Airless spray application equipment approved by the coating manufacturer shall be used to apply each coat of the protective coating to avoid any potential contamination from compressed air oil which may encourage inter-coat delamination. E. Subsequent top -coating or additional coats of the protective coating should occur as soon as the basecoat becomes tack free , ideally within 12 hours , but no later than 24 hours after the prior coat has been applied. The protective coating manufacturer shall be consulted for any additional coat surface preparation guidelines if necessary. 3 .06 TESTING AND INSPECTION A. During application, a wet fi lm thickness gage, such as those available through Paul N. Gardner Company, Inc . meeting ASTM D4414 - Standard Practice of Measurement of Wet Film Thickness of Organic Coatings by Notched Gages, shall be provided to the Engineer's representative by the Contractor for use to ensure a monolithic coating and uniform thickness during application. B . A final visual inspection shall be made by the Engineer's and manufacturer's representative . Any deficiencies in the finished coating shall be marked and repaired according to manufacturer's recommendations . 3 .07 PAYMENT Surface preparation and application of the Raven 405 product to the interior walls, floors, and cei lings, of the proposed wetwell and manholes, placed according to specifications, to the required thickness, shall be paid per square foot of coating applied and accepted. Fort Worth Water Department 09901 -6 Wetwell Interio r Coating PART 1 GENERAL 1.01 SCOPE ITEM 11065 SUBMERSIBLE SUMP PUMP The Contractor shall furnish and install submersible sump pump at location shown on the drawings, according to specifications contained herein. 1.02 ACCEPT ABLE MANUFACTURERS A. Hydromatic B. Flygt C. Or other appro ved equal -Submit request for substitution in accordance with Item 01300, "Submittals ". 1.03 SHOP DRAWINGS A. Product Technical Data 1. Acknowledgement that product submitted meets requirements of specifications. 2. Manufacturer's installation instructions 3. Pump accessories data 4 . Pump bearing supports, brackets, and shafting details. 5. Lubrication requirements 6. Solids passage information B. Certifications 1. Head (ft) versus flow (gpm) pump curve 2. Efficiencies along pump curve 3. Brake horsepower along pump curve C. Submit operations and maintenance manual Fort Worth Water Department 11065 -1 Sump Pump PART2 PRODUCTS 2.01 2.02 MATERIALS A. Quantity: One B . Pump Casing: Cast Iron, ASTM A48 C . Impeller: Cast Iron D. Shaft: Stainless Steel, AISI Series 300 or 400 E. 0-rings: Buna-N, Nitrile, or neoprene F. Bolts and Nuts: Stainless Steel G. Motor and Housing: Cast Iron H. Upper Ring Seal : Ceramic or tungsten carbide EQUIPMENT A. Performance and Configuration Requirements 1. 2. 3. 4. 5. 6 . 7. 8. 9. Design Condition: Secondary Design Condition: Minimum Shutoff: Pump Configuration Maximum Pump Speed Nameplate Drive Horsepower Drive Type Solids Handling Capabilities Motor Voltage Rating 30 gpm@20 feet 40 gpm@ 15 feet 25 feet Submersible 3,450 rpm YiHP Constant Speed Yi-inch sphere minimum 115 V, 1 phase, 60 Hz B. Sump pump shall be non-overloading at all points on the curve. 2.03 ACCESSORIES A . Controls: 1. The pump shall have a heavy-duty, 3-wire grounding neoprene cord with plug. All electrical connections shall be watertight. 2 . A pump on, pump off, and high water alarm float will be provided with the pump. Fort Worth Water Dep art ment 11065-2 Sump Pump B. Power Cable: 1. Provide cable from controller to junction box suitable for submersible applications in wastewater and resistant to petroleum products and indicate same by a code or legend permanently embossed on cable. 2. Size cable in accordance with applicable NEC specifications. 3. Provide power cable and control cable to reach power source without an extension . 4. Provide each cable with a strain relief and cord grip. 2 .04 F AB RICA TION A. Motors : B. PART 3 - 1. Provide motor of totally submersible design, constructed with epoxy or poly-seal encapsulated windings, air-filled or dielectric oil filled , with Class B or better insulation, and rated for continuous duty operation. 2. Assure motor is capable of running dry for extended periods without damage to motor or seal. 3. Provide automatic overload protection. Bearings: Bearings shall be factory sealed and grease lubricated . EXECUTION 3.01 INSTALLATION A. Pumping unit shall be installed in accordance with the manufacturer 's recommendations. The sump shall be thoroughly cleaned prior to installation of the pump. The pump shall not be used during the construction phase to dispose of water or drainage containing construction debris or other abrasive material. B. Assemble connecting piping with gaskets in place and minimum of four bolts per joint installed and tightened. Test alignment by loosening flange bolts to see if there is any change in relationship of piping flange with equipment connecting flange. Realign as necessary, install flange bolts and make equipment connection. Fort Worth Water Department 11065 -3 Sump Pump PARTl GENERAL ITEM 11316 SUBMERSIBLE PUMPS 1.01 SCOPE This item provides requirements for furnishing and installing tw o (2) non-clog submersible w astewater pumping units. The complete installation shall include the found ations, placement of anchor bolts, base elbows, setting of pumps and motors, leveling and aligning equipment, guide rail system, stainless steel chain, and all hardware required to effect a complete operational pumping system, as well as other specified accessories . The pumping units shall be capable of being operated by use of electronic solid-state soft starts. It is the intent of these specifications to provide for a complete properly functioning installation, and all miscellaneous items necessary for the proper operation of the equipment supplied shall be made a part of these specifications as if called out in specific detail. 1.02 SUBMITTALS A. General : Three submittals shall be sent to the Engineer for review. One approved copy shall be returned to the Contractor. Submittals shall meet the requirements ofltem 01300 , "Submittals". B. Submittals Required : 1. Certified dimension prints showing complete dimensions of all components . 2. Pump setting plans containing anchor bolt dimensions and layout. 3. Motor performance data including rating, v oltage/phase/frequency, design type, service factor, insulation class, current, power factor, NEC code letter, etc. 4. Performance curves for each pump unit showing capacity, head, NPSHR, and efficiency over the entire range of the pump 5. Service: Submit location and description of local service centers. 1.03 TESTING A. General: Equipment shall be shop tested and acceptance tested as specified hereinafter. All costs for the tests shall be borne by the Contractor. The Fort Worth Water Departm ent 113 16-1 Submersible Pumps Contractor shall submit the complete test procedures to the Engineer for approval prior to the shop and acceptance test. In the event any equipment fails to meet the performance values set forth in this specification, the equipment shall be modified and re -tested or replaced with equipment that performs in accordance with this specification. B. Shop Tests: Each pump and motor shall be performance tested at the factory prior to shipment. All pumps shall be tested with the motor cables to be supplied with the pumps. Three copies of certified test reports, including actual test records, shall be submitted and approved by the Engineer prior to shipment of the equipment. Each pump shall be tested for performance at the factory (Non-Witnessed) to determine the head versus capacity, motor total electrical power draw (KV A), and motor active electrical power draw (KW) for the full speed at which the pumps are specified and shown on the performance curve. All tests shall be run in accordance with the test code for centrifugal pumps of the Standards of Hydraulic Institute, latest edition. The motor and cable for each pump shall be tested for moisture content or insulation defects . After the test, the pump cable end shall be fitted with a shrink-fit rubber boot to protect from moisture or water. C. Field Test: Field tests shall be run on all pumps, motors, and control systems to demonstrate that they are in proper working order. Check and record amperage and voltage readings for each individual pump. Incorporate data into Operations and Maintenance Manuals. D. Acceptance Test: Acceptance test shall be run by the manufacturer's representative to demonstrate that the pumping units, motors, and control system meet the specifications and the following requirements: 1. The pumping units operate as specified without excessive noise, cavitation, vibration, and without overheating . 2. All automatic and manual controls function in accordance with the specified requirements 3. All drive equipment operates without being overloaded. 4. Motor and cable insulation integrity 1.04 PUMP PERFORMANCE AND DESIGN REQUIREMENTS Number of Pumps Supplied: Number of Base Elbows Supplied Number of Guide Rail Systems Supplied Fort Worth Water Department 11316-2 Two Two Two Submersible Pumps Type of Pump: Design Point 1 (1 pump running): Min Shut Off Head Max. NPSHR at Design Point Min Pump Hydraulic Eff. at Design Point 1 Minimum Solids Passing Capacity Max Pump Operating Speed Min. Pump Discharge Size Max. Motor Rating Min. Motor Rating Min. Motor Service Factor Electrical Service Stator Temperature Sensor Leakage Sensor Wetwell Depth PART2 PRODUCTS 2.01 COMPONENT CONSTRUCTION A. Pump Design Flygt, KSB, Flowserve, Fairbanks- Morse, Wilo or approved equal 400 gpm at 65 feet TDH 100 feet 25 feet 60% 3" spherical solid 1800 rpm 4 inches 15 HP 12 HP 1.15 480 Volt, 3 Phase, 4 wire 60 Hz Yes Yes Approximately 20 feet The pumps shall be capable of handling raw unscreened wastewater. The discharge elbows shall be permanently installed in the wetwell along with the discharge piping. Pumps shall be easily removable for inspection or service, requiring no bolts, nuts or other fastenings to be removed for the purpose and no need for personnel to enter the pump well. Sealing of the pumping unit to the discharge elbow shall be accomplished by a simple linear downward motion of the pumps with the entire weight of the pumping units guided to and pressed tightly against the discharge elbow. No portion of the pump shall bear directly on the floor of the sump, and there shall be no more than one 90 degree bend allowed between the volute discharge flange and sump piping. Guide bars , which shall steer the pump into proper contact with the discharge elbow shall be non- adjustable and shall not bear the weight of the pump. B. Hydraulic Components The pump casing shall be of gray iron with a gray iron or ductile iron slide rail guide shoe attached to the discharge flange as an integral assembly. Casing shall be easily removable from the motor for full inspection of the impeller. All exposed nuts or bolts shall be AISI type 304 stainless steel. The pump openings and passages shall be adequate to pass 3" diameter spheres Fort Worth Water Department 11316-3 Submersible Pumps and any trash or stringy material which may pass through a wastewater collection system. The back of the impeller shall incorporate straight auxiliary vanes to hydraulically reduce pressure on the primary seal, and force debris away from the impeller clearance . No wearing rings or adjustments of the backside clearance will be required. The impeller shall be of semi-axial flow design, incorporating sweeping vanes with wide flow channels. It shall be gray iron or ductile iron with designed counter mass for dynamic balancing to eliminate vibration. Balancing shall not deform or weaken the impeller. C. Discharge Elbow The discharge elbow shall be designed to mount directly to the sump floor and shall be supplied for each pump. It shall be standard ANSI 125 pound flange faced and drilled on the outlet side to match inlet connection. The design shall be such that the pump to discharge connection is made without the need for nuts, bolts, or gaskets. The adaptor elbow shall anchor and align the stainless steel guide rails . D. Pump Motor 1. The submersible pump motor shall operate in accordance with electrical power indicated on the Drawings. The motor and pump must be connected to form an integral unit. Motor shall be a squirrel -cage, induction type in an air-filled, water-tight enclosure . The motor shall conform to NEMA design class B, and incorporate Class H insulation materials to withstand a continuous operating temperature of 180 degrees C. The pump and motor shall be capable of handling liquids with a maximum temperature of 40 degrees C. Oil filled motors shall not be acceptable. Motor shall be FM approved or UL listed . 2. Motor shall be capable of sustaining a minimum of 10 starts per hour. The motor shall be capable of operating un-submerged and not require a cooling jacket or any other means of auxiliary cooling during normal continuous operation. 3. Motor housing shall be cast iron, ASTM A48. The stator shall consist of copper windings with copper connectors applied to high-grade electrical steel laminations . The stator shall be held securely in place by a heat- shrink fit into the motor housing. Any other means of securing the stator which will require penetration of the motor housing will not be considered acceptable. Fort Worth Water Department 11316-4 Submersible Pumps ·-----·------··------··------~---··-------------------------·-·-··· 4. Rotor shall be solid cast and dynamically balanced for vibration free operation. Rotor end bars and short circuit rings shall be of aluminum. The upper and lower bearing shall be of heavy duty design , capable of supporting the shaft and rotor while under maximum radial and thrust loads. The bearings shall be permanently grease lubricated and sealed at the time of installation. E. Cable Seal The cable entry seal design shall provide strain relief and preclude specific torque requirements to insure a watertight and submersible seal. The assembly shall provide ease of changing the cable when necessary using the same entry seal. Epoxies , silicones, or other secondary sealing systems shall not be acceptable. The cable entry junction chamber and motor shall be separated by a terminal board which shall isolate the stator housing from foreign material gaining access through the pump top. The use of wire nuts or crimp-type connectors is not acceptable. F. Mechanical Seal Provide two totally independent mechanical shaft seals, installed in tandem, each with its own independent single spring system acting in a common direction. Install the upper seal in an oil filled chamber with drain and inspection plug for easy access from external to the pump. The seal buffer chamber shall contain a non-toxic oil. A drain and inspection plug, with positive anti-leak seal, shall be provided with the chamber. Lower seal shall be tungsten carbide, or approved equal. Upper seal shall be tungsten or silicon carbide, or approved equal. Provide seals requiring neither routine maintenance nor adjustment, but capable of being easily inspected and replaced. G. Shaft Provide common pump/motor shaft of sufficient size to transmit full driver output with a maximum deflection of 0.002 inches measured at the lower mechanical seal. The shaft shall be stainless steel and isolated from the pumped media. H. Guide Rail System The guide rail assembly shall guide the pump unit in raising and lowering. The guide bars shall not support any portion of the weight of the pump. The entire rail system shall be constructed of stainless steel. The lower guide bar holders shall be integral with the discharge elbow. The pump unit shall be guided on the bars Fort Worth Water Department 11316-5 Submersible Pumps by a guide bracket with shall be an integral part of the pump. A stainless steel lifting chain shall be attached to the pump lifting bail in sufficient length to connect directly to the hoist for single lift operation. An eyelet shall be provided at the upper end of this chain. I. Motor Power Cables Pump motor cables shall be suitable for submersible wastewater pump applications and heavy mechanical stresses. The power cable shall be sized according to NEC standards and have FM approval. The total length of power and control cable shall be as required to connect the pumps to the electrical junction boxes shown on the drawings, without splicing . J. Motor Bearing and Seal Leak Sensors PART3 Furnish temperature monitoring devices in motor windings and lower bearing for use in conjunction with and supplemental to external motor overload protection. Arrange controls to shut down pump should any of the monitors detect high temperature and automatically reset once motor or bearing temperature returns to normal. Set temperature monitors at levels recommended by pump manufacturer. Provide a moisture detector in the motor's stator cavity which allows a control relay to indicate leakage into the motor, past the inner mechanical seal prior to its entrance into either the motor stator, or the lower bearing. Provide stainless steel float switch in a separate leakage collection chamber to indicate leakage past inner mechanical seal prior to entrance into motor stator or lower bearing. If water enters motor housing or lower bearing, moisture detector shall cause pump to shut down. An alternate shall be an electrical probe in the oil chamber for detecting the presence of water in the oil chamber. A solid-state device mounted in the pump control panel or in a separate enclosure shall send a low voltage, low amperage signal to the probe. If water enters the oil chamber, the probe shall signal the solid-state relay in the control panel. The relay shall energize a warning light on the control panel. EXECUTION 3.01 OPERATION OF SYSTEM On sump level rise, lower switch shall first be energized, then upper switch shall next energize and start lead pump. With lead pump operating, sump level shall lower to low switch tum off setting and pump shall stop. Alternating relay shall index on stopping of Fort Worth Water Department 11316-6 Submersible Pumps pump so that lag pump will start first on next operation and become lead pump. If sump level continues to rise when lead pump is operating, override switch shall energize and start lag pump. Both lead and lag pump shall operate together until low-level switch turns off both pumps. If level continues to rise when both pumps are operating, alarm switch shall energize and signal the alarm. If one pump should fail for any reason, the second pump shall operate on the override control and if the level rises above the override control, the alarm shall signal. 3.02 OPERATIONS AND MAINTENANCE MANUALS The operations and maintenance manuals for each type of equipment furnished by the Contractor shall be a separate document meeting the following specific requirements: A. Format and Organization 1. Use drawings and photographs to illustrate the printed text as necessary to fully present the required information. 2. Where information covers similar items of equipment, identify the applicable portions by heavy weighted arrows, boxes, or circles, or strike out the inapplicable information. Nonconforming data is not acceptable and will be returned for rework and resubmittal. B. Contents 1. Table of Contents and Index 2. Description of each system and components 3. Complete starting and stopping procedures 4. Emergency stopping procedures 5. Operating instructions, including special operating instructions. 6. Routine maintenance procedures 7. Lubrication requirements 8. Manufacturer's printed operating and maintenance instructions, parts lists, illustrations, and exploded view diagrams. 9. Complete copy of approved shop drawing, including cross sections. 10. Complete procedure for installation, alignment, adjusting, and checking. 11. List of spare parts, recommended spare parts, and recommended quantity. 12. Name, address, and phone number of supplier's headquarters. 13. Safety instructions and requirements. 14. Electrical schematic diagram. 15. Control wiring diagram. 16. Copy of warranty or bond. 17. Performance curves, engineering data and start-up test results, including start-up amperages, running amperages, and line voltages. Fort Worth Water Department 11316-7 Submersible Pumps C. Materials 1. Loose leaf on 30 pound punched paper, protected to repel oil and moisture and be wear resistant. 2. Printed on one side only. 3. Of original quality, reproducible by dry copy method . H. Final Submittal Four copies of operations and maintenance manual shall be submitted to the Fort Worth Water Department prior to final acceptance. 3.03 EXECUTION Start up and acceptance testing shall be conducted by the pump manufacturer's factory trained start up representative. The acceptance test shall be conducted in the presence of the Engineer and the Contractor. Final site specific adjustments shall be made to ensure a proper functioning system . Copies of acceptance testing results shall be incorporated into the O&M Manual by the Manufacturer. 3.04 WARRANTY Manufacturer shall warrant in writing the entire pump system to be free from defects in materials and workmanship for a period of five (5) years starting from the date of start-up and acceptance testing. No pro-rating of the warranty will be allowed. The manufacturer shall submit in writing, a letter guaranteeing compliance to pump performance data submitted. Fort Worth Water Department I 1316-8 Submersible Pumps --------~----------~~---------------------------- PART 1 ITEM 11350 ALUMINUM ACCESS HATCHES AND APPURTENANCES GENERAL 1.01 SCOPE Furnish and install access hatches at locations shown on the drawings. 1.02 ACCEPTABLE MANUFACTURERS A. Biko Company B. Flygt Company C. Approved Equal 1.03 SHOP DRAWINGS Shop drawings shall comply with Division 1, General Requirements. Include all construction details, finishes, sizes, shapes, thickness of materials, and details of joining with other work. 1.04 WARRANTY Manufacturer shall guarantee against defects in material and workmanship for a period of two years, beginning on the date of shipment. Warranty information shall cover hatches, ladders, and ladder-up. PART2 PRODUCTS 2.01 SINGLE DOOR ALUMINUM ACCESS HATCH A. Biko Type "J" single-leaf aluminum with channel frame with opening dimensions as shown on drawings, or equal. Hatch shall be pad lockable. B. Door shall be aluminum 114 -inch diamond pattern plated, reinforced to withstand a live load of 3 00 pounds per square foot with minimal deflection. Channel frame shall be 114 -inch aluminum with an anchor flange around perimeter. A drainage coupling shall be located in the frame. C. Construction: Fabricate cover with latching device having inside and outside handles. Assemble hatch with heavy forged brass inside hinges, stainless steel pins, and automatic hold-open arm with release handle. Fort Worth Water Department 11350 - 1 Aluminum Access Hatches and Appurtenances D. All hardware to be stainless steel. E. Installation shall be in accordance w ith manufacturer's instructions. Manufacturer shall guarantee against defects in material or workmanship for a period of five years. 2 .02 DOUBLE DOOR ALUMINUM ACCESS HATCH A. Bilco Type "JD " double-leaf aluminum with channel frame , with opening dimensions as shown on the drawings, or approved equal. B. Door shall be aluminum Yi -inch diamond pattern plate, reinforced to withstand a live load of 300 pounds per square foot with minimal deflection. C. Channel frame shall be Yi -inch aluminum with an anchor flange around perimeter. A drainage coupling shall be located in the frame. D . Fabricate cover with latching device having inside and outside handles. Assemble hatch with heavy forged brass inside hinges , stainless steel pins, and automatic hold-open arm with release handle. E. All hardware shall be stainless steel. F. Installation shall be in accordance with manufacturer 's recommendations. Manufacturer shall guarantee against defects in material and workmanship for a period of five years. G. All aluminum access hatches which provide access to lift station wetwell shall be installed complete with a hatch net or grate fall prevention system. Fall prevention system shall be manufactured by Hatch Net, Flygt, or approved equal. 2.03 ALUMINUM LADDER Minimum allowable ladder width shall be 16". Rung spacing shall be 12", center to center. Top rung shall be placed 12" from the top hatch elevation. Bottom rungs shall be placed a maximum of 12;' from the valve vault finished floor. Approved ladder shall be compatible with Bilco Ladder-Up Model LU-4. 2.04 LADDER SAFETY POST The ladder safety post shall be Bilco Ladder-Up Model LU-4, or approved equal. Install on fixed ladders below access hatch covers . Ladder shall be designed with Fort Worth W ater D epartment 11350-2 Aluminum Access Hatches and Appurtenances telescoping section which locks automatically when extended and extends at least 36 -inches above the top of the hatch opening. PART 3 -EXECUTION 3.01 INSPECTION A. Verify that work of other trades which affects or adjoins the work specified under this section has been completed or is prepared to receive the work specified herein. B . Examine surface to receive hatches for foreign material or unevenness which would prevent proper installation of the work specified herein. C. Do not proceed with installation until all defects are corrected. 3.02 INSTALLATION Installation shall be performed by an experienced contractor in strict accordance with reviewed shop drawings. 3 .03 CLEANING AND REPLACEMENT A. At the completion of the work, and throughout the project warranty, all hatches must be free from operating and other defects. B. Any defect resulting from the manufacture, transport, or installation must be rectified without any additional cost to the Owner. Fort Worth Water Department 11350-3 Aluminum Access Hatches and Appurtenances PART 1 GENERAL 1.01 SUMMARY ITEM 11360 VALVE VAULT GRATING Furnish all labor, materials, equipment, and incidentals required to completely install and put into place, valve vault galvanized steel grating as specified herein, and shown on the drawings, according to manufacturer's recommendations. 1.02 SUB MITT ALS A. The Contractor shall furnish Manufacturer's shop drawings clearly showing material sizes, types, styles, parts, catalog numbers, complete details for the fabrication of and erection of components including, but not limited to, location, lengths, type and sizes of fasteners, support member sizes, channels, and connection details. B. The Contractor shall submit the Manufacturer's published literature including structural design data, structural properties data, load/deflection tables, test reports as applicable, concrete anchor systems, and design calculations . 1.03 PRODUCT DELIVERY AND STORAGE A. Delivery of Materials: Manufactured materials shall be delivered in original , unbroken pallets, packages, containers, or bundles bearing the label of the manufacturer. B. Storage of Materials: All materials shall be carefully handled to prevent abrasion, cracking, deformations, or other damage. 1.04 WARRANTY Manufacturer shall guarantee against defects in material or workmanship for a period of two (2) years, beginning on the date of substantial completion. PART2 PRODUCTS 2.01 GRATING A. Contractor shall furnish galvanized steel grating, capable of supporting a 3 00 pound per square foot load with less than ~" deflection. Fort Worth Water Department 11360-1 Valve Vault Grating B. Grating shall consist of constructed panels sized to match the lift station valve vault layout. C. Installation shall be in accordance with manufacturer's recommendations. 2 .02 HARDWARE A. Grating hold down clips , fasteners, and all hardware provided to secure the grating to the valve vault structure shall be Type 316 stainless steel. PART 3 -EXECUTION Not Used Fort Worth Water Department 11360-2 Va lve Vault Grating ITEM 11 370 ODO R CONTRO L PART 1 GENERAL 1.01 SCOPE Contractor shall provide all materials, equipment and labor required to install a complete, skid mounted , self-contained, drum scrubber type odor control system as described herein. PART2 PRODUCTS 2.01 GENERAL 2.02 A. B. C. D. DRUM A. Drum Capacity : 200 Gallons Media Type: impregnated activated alumina or approved equal Removal Efficiency : 99 .5% Minimum Airflow range: 15 cfm to 186 cfm Drum shall be constructed of linear, low dens ity , polyethylene with a minimum thickness of W '. B. All hardware shall be 316 stainless steel. C. The drum shall be supp lied with two (2) media sampling points, 1' min. diameter. D . The drum media shall be supported by an FRP air diffuser. E. The drum shall be supp li ed with a drain line and ball valve, min %". F. The drum shall contain an 8" flexible coupling or flanged outlet for the gas inlet p1pmg . 2.03 BLOWER SECTION A. The blower shall be sized to delivery 130 cfm with the damper half open and 186 cfm with the damper fu lly open. B. The blower/motor shall be covered with a FRP rainhood. C. The blower shall consist of a direct dr ive motor-fan assemb ly. Fort Worth Water Department 11370 -1 Odor Control D. The motor shall be a 1 HP , 480 volt three phase, 60 Hz, TEFC motor. 2 .04 MEDIA A. Shall be capable of absorbing and removing odorous gases . B. Shall be UL class 1 or 2 listed. C. The manufacturer shall, after start up, analyze media samples to predict the remaining life of the media. Such service shall be at the manufacturer expense . D. Shall be capable of holding 1 7 cubic feet of odor absorbing media. E . Provide sampling kit with odor control unit. 2.05 Manufacturer shall have a minimum of ten (10) years experience in control equipment. Approved manufacturer is Purafil Environmental Systems Divisions (ESD), Drum Scrubber (DS-300) or approved equal. PART3 EXECUTION 3.01 WARRANTY A. The manufacturer shall warrant the odor control unit being supplied to the OWNER against defects in workmanship and materials for a period of two (2) years from date of substantial completion. B. The manufacturer shall approve the installation before operation and test the · equipment in the presence of OWNER or his representative for conformance to the requirements. Fort Worth Water Dep artment 11370 -2 Odor Contro l PART 1 GENERAL ITEM 15060 PLASTIC PIPE AND FITTINGS 1.01 SCOPE OF WORK Furnish all labor, materials, equipment, and incidentals required, and install in the locations as shown in the drawings, the plastic piping and appurtenances. 1.02 QUALIFICATIONS All plastic pipe shall be furnished by a manufacturer who is fully experienced, reputable, and qualified in the manufacturer of the items furnished. The piping shall be designed, constructed, and installed in accordance with the best practices and methods and shall comply with these specifications. 1.03 RELATED REQUIREMENTS PVC gravity sanitary sewer pipe shall be in accordance with El-27 "Type PS-46 Polyvinyl Chloride (PVC) Plastic Sewer Pipe and Fittings", of the Fort Worth Water Department General Contract Documents, and installation shall be governed by Construction Standard E2-9 of the Fort Worth Water Department General Contract Documents 1.04 SUBMITTALS Shop drawings shall be submitted to the Engineer for approval in accordance with Item O 1300 and shall include dimensioning, methods and locations of supports, and technical specifications for all piping furnished: PART2 PRODUCTS 2.01 MATERIALS A. Plasticized pipe (PVC pipe as shown on the drawings) shall be manufactured from rigid, unplasticized, polyvinyl chloride meeting ASTM D-1784 Type 1, Grade 1 and manufactured in accordance with ASTM D- 1785. The pipe shall have a design stress rating of 2,000 psi at 73 degrees F, and shall be suitable for field cutting and solvent welding. Pipe shall be of the sizes as shown on the drawings. Gravity sewer pipe shall meet the requirements of ASTM F-679 and El-28. Threaded pipe shall be Schedule 80, and buried electrical conduit shall be Schedule 40 unless otherwise shown. Exposed exterior pipe shall contain ultraviolet inhibitors. · Fort Worth Water Department 15060 -1 Plastic Pipe and Fittings B. C. D. E. PART 3 - Below grade plastic pressure lines 4 inches and larger designated as PVC on the drawings shall meet the requirements of A WW A C900 "Polyvinyl Chloride (PVC) Pressure Pipe". The joints shall consist of a spigot and an integral bell containing a locked -in elestomer ring in accordance with ASTMF-477. Fittings shall be the socket type for solvent welded joints as designated in ASTM D -2467 and D-2466, using solvent as specified in ASTM D-2564, except where threaded or flanged. Flanges shall be furnished with 1/8- inch thick full faced gaskets. Flange bolts and nuts shall be ASTM A276, Type 304 or 316 stainless steel. Fittings, special unions, and flanges shall be of the same schedule number and manufactured of the same materials as the pipe. Gaskets in plastic pipe shall be of a material suitably resistant to the fluid within the respective pipelines and shall be subject to the approval of the Engineer. EXECUTION 3.01 INSTALLATION A. The installation of plastic pipe shall be in accordance with manufacturer's technical data and printed instructions, and according to details within the contract drawings . B. Joints for above grade plastic pipe shall be solvent welded except flanged or threaded where required. In making solvent welded connections, clean dirt and moisture from pipe and fittings, bevel pipe ends slightly with emery cloth, if necessary, and apply solvent cement of the proper grade. Expansion joints shall be installed every 50 feet on long runs and in every straight run longer than 15 feet. C. Installation of valves and fittings shall be in strictly in accordance with manufacturer's instructions. Particular care shall be taken not to overstress threaded connections at sleeves. In making solvent weld connections, the solvent shall not be spilled on valves or allowed to run from joints. D. All pipe shall have a sufficient number of unions to allow convenient removal of piping and shall be approved by the Engineer. E. All plastic pipe to metal pipe connections shall be made using flanged or mechanical joint connections. Metal piping shall not be threaded into Fort Worth Water Department 15060 -2 Plastic Pipe and Fittings plastic fittings, valves, or couplings nor shall plastic piping be threaded into metal valves, fittings, or couplings. F. Concrete inserts for hangars and supports shall be furnished and installed in the concrete as it is placed. The inserts shall be set in accordance with the requirements of the piping layout, and the Contractor shall verify these locations from approved piping layout drawings and the structural drawings . G. Buried piping shall be thrust blocked at changes in direction of pipe , changes in pipe size, dead ends , connections to valves and hydrants, and at any place thrust develops in the pipe. 3.02 FIELD PRESSURE TEST New mains shall be hydrostatically field tested before acceptance by being placed under 1.5 times sy stem pressure ( or 175 psi) for a period of not less than 24 hours. It is the intent of these specifications that all joints be watertight and that all joints which are found to leak either by observation or during any test shall be made watertight by the Contractor. Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe or any valved section thereo f to maintain pressure within 5 psi of the specified test pressure after the pipe has been filled with water and the air expelled. Leakage shall not be measured by a drop in pressure in a test section over time. Allowable leakage shall be defined as any leakage under the following formula: Where: L = SD sqrt (P) I 133,200 L = allowable leakage, in gallons per hour S = length of pipe tested, in feet D = nominal diameter of the pipe, in inches P = average test pressure during the leakage test, in psig If repairs are required, the hydrostatic field test shall be repeated until the pipe installation conforms to the specified requirements. 3 .03 PAYMENT Underground water and sewer pipe shall be paid at the lump sum price for "Underground Piping." Underground and above-ground plastic pipe and conduit used for electrical purposes shall be paid at the lump sum price for "Lift Station Electrical, Control, and Instrumentation". Fort Worth Water Department 15060 - 3 Plastic Pipe and Fittings ITEM 15070 DUCTILE IRON PIPE AND FITTINGS PART 1 GENERAL 1.01 SCOPE OF WORK Furnish all labor, materials, equipment, and incidentals required, and install in the locations inside, under, and outside of structures as shown on the drawings, all ductile iron piping, cast iron, or ductile iron fittings, and appurtenances as shown on the drawings and as specified herein. 1.02 QUALIFICATIONS All of the ductile iron pipe and cast iron or ductile iron fittings shall be furnished by manufacturers who are fully experienced, reputable, and qualified. The pipe and fittings shall be designed, constructed, and installed in accordance with the best practices and methods, and shall comply with these specifications as applicable. 1.03 RELATED REQUIREMENTS Ductile or cast iron pipe and fittings shall meet the requirements of El-6 "Ductile Iron Pipe", El-7 "Ductile Iron and Gray Iron", El-13 "Polyethylene Wrapping, E2-6 "Installing Ductile Iron Pipe , and E2 -7 "Installing Cast Iron Pipe Fittings, and Specials" of the Fort Worth Water Department Specifications, except as noted herein. 1.04 SUBMITTALS Shop drawings shall be submitted to the Engineer for approval in accordance with Item 01300 and shall include dimensioning, methods and locations of supports, and technical specifications for all piping furnished. PART2 PRODUCTS 2.01 MATERIALS A. Ductile Iron Pipe: I-. Ductile iron pipe shall conform to the requirements of A WW A C150 "Thickness Design of Ductile Iron Pipe", and AWWA C151 (where called out) and A WWA C153 (where called out). Use thickness Class 53 for all piping so designated on the plans. Fort Worth Water Department 15070 - I Ductile Iron Pipe and Fittings 2. Ductile iron piping and fittings shall be double thickness cement mortar lined and bituminous seal coated in accordance with A WW A C 104. Provide manufacturer's standard bituminous coating inside and outside of all ductile iron pipe and fittings, except piping exposed to view shall not have the standard exterior coating . 3. Pipe and fittings exposed to view in the finished work shall not receive the standard tar or asphalt coat on the outside surfaces, but shall be shop-coated on the outside with coat tar enamel in accordance with Item 9900 "Painting". All other pipe and fittings shall be shop coated on the outside with coal tar enamel in accordance with A WW A specifications and will not require any other special coating. Should portions of the pipe inadvertently be given the outside coating of coal tar enamel instead of rust inhibitive primer as required for exposed piping, the surfaces shall be sealed with a non-bleeding sealer coat. Sealing shall be made a part of the work of this section. B. Fittings: Fittings for use with flanged joints or mechanical joints on ductile iron pipe shall be cast iron or ductile iron fittings conforming to ANSI B16.l or AWWA Cl 10. Flanges shall be faced and drilled in accordance with ANSI B.16.1, Class 125. All fittings shall be pressure rated at 250 psig. Where specifically called out in the plans, fittings shall be ductile iron mechanical joint compact fittings per ANSI/A WW A C153 . C. Flanges: Flanges for ductile or cast iron pipe shall conform to ANSI B 16.1, Class 125. Screwed on flanges shall be attached to the pipe in the shop; attachment, aligning, and facing shall conform to A WWA Cl 15. All flanged pipe, including flanged -by-plain end pieces, shall be hydrostatically tested to 175 psig. D. Mechanical Joints: Mechanical joints for use with ductile iron pipe shall conform to A WWA Cl 11. Carefully assemble mechanical joints in accordance with manufacturer's recommendations. Lubricate joint surfaces with heavy vegetable soap solution immediately prior to installing gasket on spigot end. If seal is defective, disassemble the joint, thoroughly clean it, and re-assemble the joint. Do not over-tighten bolts to compensate for poor installation practice. E . Seal Strips: Where required on drawings, use Link Seals, as manufactured by Thunderline Corporation, Wayne Michigan, or equal. F. Sleeve-Type Couplings Fort Worth Water Department 15070 -2 Ductile Iron Pipe and Fittings 1. Sleeve-type couplings shall be as made by Dresser Manufacturing Division, Smith-Blair, Inc ., Clow Company, or approved equal. 2 . Couplings for buried pipe shall be of cast iron with stainless steel bolts and nuts, unless otherwise indicated. 3 . Couplings for exposed pipe shall be fitted with harness-style couplings or joint restraints with stainless steel nuts and bolts , unless otherwise indicated . 4. Couplings shall be provided with the gaskets of a composition suitable for exposure to the liquid within the pipe. G. Wall Castings H . I. I. K. PART 3- 1. Wall castings shall be of the sizes and types shown on the drawings. Flanges and mechanical joint bells shall be drilled and tapped for studs where flush with the wall. 2 . Wall casting shall be provided with an intermediate wall collar. The collar shall be located at the center of the overall length of casting for castings set flush with the wall. For castings which extend through the wall, the collar shall be located such that it is within the middle third of the wall. Collars shall either be cast integrally with the casting or shall be of the assembled type consisting of two mechanical joint retainer glands with gasket. Base Bends: Base bends and tees shall have machined and drilled bases. Filler Flanges and beveled filler flanges shall be furnished and installed as required . Filler flanges and beveled filler flanges shall be furnished faced and drilled complete with extra length bolts. Filler flanges shall be Clow F-1984 or equal and beveled filler flanges shall be Clow F-1986 or approved equal. Blind flanges shall be furnished and installed as required. Blind flanges shall be furnished faced and drilled to ANSI B16.l, 125 lb standard. Polyethylene Encasement: Encasement for buried pipe shall be 8 mil continuous polyethylene encasement conforming to AWWA C105. EXECUTION 3.01 HANDLING AND PIPE FITTINGS Fort Worth Water Department 15070-3 Ductile Iron Pipe and Fittings A. Care shall be taken in loading, transporting, and unloading to prevent injury to the pipe or coatings. Pipe or fittings shall not be dropped. All pipe or fittings shall be examined before laying, and no piece shall be installed which is found to be defective. Any damage to the pipe coatings shall be repaired as recommended by the manufacturer. B. If any defective pipe is discovered after it has been laid it shall be removed and replaced with sound pipe in a satisfactory manner at no expense to the Owner. All pipe and fittings shall thoroughly cleaned before laying, shall be kept clean until they are used in the work, and when installed or laid, shall conform to the lines and grades required. 3 .02 LA YING EXTERIOR PIPE AND FITTINGS A . All pipe shall be sound and clean before laying. When laying is not in progress, including lunchtime , the open ends of the pipe shall be closed by a watertight plug or other approved means. Good alignment shall be preserved in laying. The deflection at joints shall not exceed the recommended by manufacturer. Fittings, in addition to those shown on the drawings, shall be provided, if required, in crossing utilities which may be encountered upon opening the trench. B. When cutting pipe is required , the cutting shall be done by machine, leaving a smooth cut at right angles to the axis of the pipe. Cement linings shall be undamaged. C. Joint restraint shall be provided at all fittings and other locations as directed by the Engineer or shown on the drawings. Joint restraint shall be provided by concrete thrust blocks and/or mechanical joint restraint. Where pipe is installed in locations where there is insufficient undisturbed material, mechanical joint restraint and concrete thrust blocks shall be used. For concrete thrust blocks, bearing area shall be adequate to prevent any movement of the fitting. Minimum bearing areas shall be according to Figure 9 of the Fort Worth Water Department Specifications. Concrete shall be placed against undisturbed material, and shall not cover joints, bolts or nuts, or interfere with removal of any joint. Wooden side forms shall be provided for thrust blocks. D. Jointing Ductile Iron Pipe 1. Push-on joints shall be made in strict accordance with manufacturer's instructions. Pipe shall be laid with bells looking ahead. A rubber gasket shall be inserted in the groove of the bell end of the pipe, and the joint surfaces cleaned and lubricated . The plain end of the pipe to be entered shall then be inserted in alignment with the bell of the pipe to be joined, and pushed home Fort Worth Water Department 15070 -4 Ductile Iron Pipe and Fittings with a jack or other approved means. After joining the pipe, a metal feeler shall be used to make certain that the rubber gasket is correctly located. 2. Mechanical joints at valves, fittings, and where designated shaU be in accordance with "Notes on Method of Installation" under ANSI Specification A21.1 l and the instructions of the manufacturer. To assemble the joints in the field, thoroughly clean the joint surfaces and rubber gasket with soapy water before tightening the bolts. Bolts shall be tight to the specified torques. Under no condition shall extension wrenches or pipe over handle of ordinary ratchet wrench be used to secure greater leverage. 3. Flanged joints shall be made using ring gaskets of rubber with cloth insertion. Gaskets 12 inches in diameter and smaller shall be 1/16 inch thick; larger than 12 inches shall be 3/32 inch thick . Flanged joints shall be made with bolts, bolt studs with nut on each end, or studs with nuts where the flanged is tapped. The number and size of bolts shall conform to the American Standard for Low Carbon Steel, Externally and Internally Threaded Standard Fasteners, Designation A307-68. Bolt studs shall be of the same quality as machine bolts. 4. Prior to installation of sleeve-type couplings, the pipe ends shall be cleaned thoroughly for a distance of 8 inches . Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6 inches from the end, and the middle ring shall be placed on the already laid pipe end until it is properly centered over the joint. The other pipe end shall be inserted into the middle ring and brought into proper position in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flares. After the bolts have been inserted and the nuts have been made up finger-tight, diametrically opposite nuts shall be progressively and uniformly tightened all around the joint by use of a torque wrench of the appropriate size and torque for the bolts. The correct torque as indicated by a torque wrench shall not exceed 75 ft-lb for 5/8 inch bolts and 90 ft-lb for% inch bolts. 5. After assembly and inspection and before being backfilled, all exterior surfaces of the buried sleeve-type couplings , including the middle and follower rings, bolts, and nuts shall be heavily and thoroughly coated with approved heavy-body bituminous mastic. Care shall be taken and appropriate devices used to ensure that the underside, as well as the more readily accessible parts, are well coated. Where flanged pipe joints are to be on either side of a Fort Worth Water Department 15070-5 Ductile Iron Pipe and Fittings sleeve-type coupling in the piping, sleeve-coupling bolts should not be made up until the flanged joints have been made . To prevent sleeve-type couplings from pulling apart under pressure, a suitable flange clamp assembly shall be provided and installed where shown in the drawings. 6. All valves, hydrants, fittings, and other appurtenances needed upon the pipe lines shall be set and jointed as indicated on the drawings or as required. 3.03 INSTALLING INTERIOR DUCTILE IRON PIPE AND FITTINGS A. All pipe and fittings sh all be installed true to alignment and rigidly supported thrust anchors shall be provided where required . Any damage to linings shall be repaired to the satisfaction of the Engineer before the pipe in installed. Each length of pipe shall be cleaned out before erection. B. Sleeves or wall pipe shall be installed of proper sizes for all pipes passing through floors or walls, as shown on the drawings . Where indicated or required for liquid or gas tightness, the pipe shall be sealed with a mechanical seal using Link Seals or approved mechanical method. C. Concrete inse1is and hangars for supports shall be furnished and installed in the concrete as it is placed. The inserts shall be set in accordance with the requirements of the piping layout and jointing method and their locations shall be verified from approved piping layout drawings and the structural drawings . D. Flanged joints shall be made with bolts, bolt studs with a nut on each end, or studs where the nut is tapped. The number and size of bolts shall conform to the same American Standard as the flanges. Bolts and nuts shall, except as otherwise specified or noted on the drawings, be Grade B conforming to the ASTM Standard Specification for Low Carbon Steel , Externally and Internally Threaded Standard Fasteners, Designation A307 - 68 . Bolt studs shall be the same quality as machine bolts . E. Gaskets shall be ring gaskets of rubber with cloth insertion . Gaskets 12 inches in diameter and smaller shall be 1 /16 inch thick; larger than 12 inches in diameter, 3/32 inch thick . F. All valves, fittings, equipment, and appurtenances needed upon the pipelines shall be set and jointed as indicated on the drawings or as required . A ll pipe and appurtenances connected to equipment shall be supported in such a manner as to prevent any strain being imposed on the equipment. When manufacturers have indicated requirements that piping Fort Worth Water Dep art ment 15070 - 6 Ductile Iron Pipe and Fittin gs loads shall not be transmitted to their equipment, a certification shall be submitted stating that such requirements have been complied with. 3.04 SURFACE PREPARATION AND PAINTING All piping and fittings exposed to view shall have its surface prepared and be shop painted as specified under item 9900 "Painting". 3 .05 FIELD PRESSURE TEST New mains shall be hydrostatically field tested before acceptance by being placed under 1.5 times system pressure ( or 175 psi) for a period of not less than 24 hours. It is the intent of these specifications that all joints be watertight and that all joints which are found to leak either by observation or during any test shall be made watertight by the Contractor. Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe or any valved section thereof to maintain pressure within 5 psi of the specified test pressure after the pipe has been filled with water and the air expelled. Leakage shall not be measured by a drop in pressure in a test section over time . Allowable leakage shall be defined as any leakage under the following formula: Where: L = SD sqrt (P) / 133,200 L = allowable leakage, in gallons per hour S = length of pipe tested, in feet D = nominal diameter of the pipe, in inches P = average test pressure during the leakage test, in psig If repairs are required, the hydrostatic field test shall be repeated until the pipe installation conforms to the specified requirements. 3.06 PAYMENT All underground ductile iron pipe, fittings, and interior coatings used for sanitary sewer pressure mains shall be paid at the lump sum price for "Underground Piping." All ductile iron pipe, fittings, and interior coatings used in the wetwell and valve vault shall be paid at the lump sum price for "Wetwell and Valve Vault Piping" Fort Worth Water Dep artment l 5070 -7 Ductile Iron Pipe and Fittings ITEM 15100 VALVES AND APPURTENANCES PART 1 GENERAL 1.01 SCOPE OF WORK Furnish all labor , materials, equipment, and incidentals required to completely install and put into operation, all valves and appurtenances as specified herein and as shown on the drawings. 1.02 RELATED WORK 1.03 Related work from "General Contract Documents and Specifications for the Fort Worth Water Department", dated January 1978 , shall include : A. El -10 , "Gate Valves" B. El -11 , "Air Release Valves and Fittings" C. El-26, "Resi lient Seat Gate Valves" C . E2 -10, "Gate Valve Installation" D. E2 -11, "Air Release Valve Installation" EQUIPMENT A. Gate Valves B . Oil Cushioned Check Valves C. Combination Sewage AirN acuum Valves D. Ball Valves -2" and smaller E . Check Valve -2" and smaller F . Pressure Gauge G. Corporation Stops H. Mechanical Couplings Fort Worth Water Department 15100 -I Valves and Appurtenances 1.04 QUALIFICATIONS All of the types of valves and appurtenances shall be products of well -established firms who are fully experienced, reputable, and qualified in the manufacture of the particular equipment to be furnished . The equipment shall be designed, constructed, and installed in accordance with the best practices and methods and shall comply with these specifications as applicable. 1.05 SUBMITTALS A. The Contractor shall furnish Manufacturer's shop drawings clearly showing material sizes, types, styles, parts, catalog numbers, and complete details, including, but not limited to, location, lengths, and connection details. B. The Contractor shall submit the Manufacturer's published literature, including technical bulletins, brochures, and operating and maintenance instructions. 1.06 PRODUCT DELIVERY AND STORAGE A . Delivery of Materials: Manufactured materials shall be delivered in original , unbroken pallets, packages, containers, or bundles bearing the label of the manufacturer. B. Storage of Materials: All materials shall be carefully handled to prevent abrasion, cracking, deformations, or other damage. 1.07 WARRANTY Manufacturer shall guarantee against defects in material or workmanship for a period of one (2) years from the data of substantial completion and acceptance testing. PART2 PRODUCTS 2.01 GENERAL A . All valves and appurtenances shall be the size shown on the drawings . B. All valves and appurtenances shall have the name of the manufacturer, flow direction arrows, and working pressure for which they are designed cast in raised letters upon some appropriate part of the body. Fort Worth Water Department 15100 -2 Valves and Appurtenances 2.02 GATE VALVES A. Gate Valves, 2 through 12 inches: Comply with AWWA C-509 and Fort Worth Water Department specification El-26 "Resilient Seated Gate Valves". 1. Valve shall be resilient seated gate valve . 2. Buried Valves -non-rising stem with extension stem, operating nut, and cast iron valve box and cap. Valves shall open by turning in a clockwise direction . 3. Exposed Valve -Flanged with manual hand-wheel actuator . Valves actuators shall open by turning in a clockwise direction. Contractor shall furnish two 10" diameter, one 6" diameter, and one twelve inch diameter gate valve, to be located in valve vault. 2.03 WEIGHTED LEVER SWING CHECK VALVES A. The Contractor shall furnish and install two 6" diameter swing check valves with weighted external lever. B. Check valve body shall be cast iron per A WW A C508 having integral flanges and have a centrifugally cast bronze body seat. The body shall have a flush and drain hole. C. Nuts, bolts, and studs shall be Type 316 stainless steel. D. The shaft shall be one -piece stainless steel. The seat ring shall be Buna-N . 2.04 COMBINATION AIR/VACUUM VALVES A. Provide combination air/vacuum valves as shown in drawings. B. Combination valve to be 2" diameter combination air valve. Furnish one 2" combination air/vacuum valves to be located in lift station valve vault. C. Fit valve with quick connect coup lings, shut-off valves, unions, and check valves to allow for normal venting into wetwell and to allow for periodic back-flushing . D. Valve shall be capable of withstanding maximum surge pressure (100 psi) without failure. Working pressure for this application is 80 psi. Fort Worth Water Department 15100 - 3 Valves and Appurtenances E. The inlet and outlet of the valve shall have the same cross-sectional area. The float shall be guided by a stainless steel guide shaft and seat drip-tight against a synthetic rubber seal. F. The body and cover shall be concentrically located and made of cast iron. The valve's internal parts shall be made of stainless steel. 2.05 BALL VALVES -2" AND SMALLER A General: Ball valves shall be two piece, manually actuated, 316 stainless steel ball and stem, bronze or cast iron body, full port with blowout proof seams. Ball valves shall have TFE seats and seals. Valves shall be full floating ball and be non-lubricated. Valve seats shall be easily adjustable and replaceable. B. Manufacturer: Ball valves shall be manufactured by Watts, Nibco or approved equal. C. Application: Ball valves shall be placed at following locations within lift station valve vault: 1. At Combination AirNacuum Valve Assembly for flow isolation. 2. At discharge of sump pump piping for flow isolation 3. At pressure gages for flow isolation. 2 .06 CHECK VALVES -2" AND SMALLER A. General: Check valves shall be stainless steel body, swing or ball type, 150 psi working pressure. B. Manufacturer: Check valves, 2" and smaller, shall be manufactured by Watts or approved equal. C. Application: Check valves shall be placed at following locations within lift station valve vault: 1. Discharge pipe of combination air/vacuum valve 2. Discharge pipe of valve vault sump pump. 2.07 PRESSURE GAUGES Fort Worth Water Department 15100 -4 Valves and Appurtenances Pressure gauges shall be 4" diameter, stainless steel, with Yi'' NPT brass bottom connection with snubber, glycerin filled, 0 to 150 psi rating, mounted as shown on drawings. Pressure gauges shall be Ashcroft or approved equal. 2.08 CORPORATION STOPS Corporation stops shall be of bronze or brass and shall be designed and manufactured in accordance with AWWA Standard C800, except as modified herein. Corporation stops shall have Mueller inlet threads except that corporation stops for use with service clamps shall have IPS threads. 2.09 MECHANICAL COUPLINGS A. B. B. PART 3 - Flanged Coupling Adaptors: Clow, Smith-Blair, JCM, or approved equal. Solid Sleeve Couplings: Clow F-2533, Smith Blair 441, JCM 210, or approved equal. Transition Sleeve Couplings: JCM 212, Smith Blair 441, Clow, or approved equal. EXECUTION 3.01 INSTALLATION A. All valves and appurtenances shall be installed in the locations shown, true to alignment and rigidly supported. Any damage to the above items shall be repaired to the satisfaction of the Engineer prior to installation. B. After installation, all valves and appurtenances shall be tested at the same duration and pressure as the piping system they are in. If any joint proves to be defective, it shall be repaired to the satisfaction of the Engineer. C. Install all brackets, extension rods, guides, and various types of operation and appurtenances as shown on the drawings. Before setting items, Contractor shall check all plans and figures which have a direct bearing on · their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of the structures. D. All materials shall be carefully inspected for defects in workmanship and materials, all debris and foreign material cleaned out of valve openings, etc; all operating mechanisms operated to check their proper functioning, and all nuts an bolts checked for tightness. Valves and other equipment which do not operate easily, or are otherwise defective, shall be repaired or replaced at no additional cost to the Owner. Fort Worth Water Department 15100 - 5 Valves and Appurtenances E . Buried mechanical joints shall be made with cadmium plated bolts. All exposed bolts and nuts shall be cadmium plated. F . Buried valves and valve boxes shall be set with the stem vertically aligned in the center of the gate box . The valve box shall be supported during the backfilling and maintain vertical alignment with finish grade. G. All work to install l" water service shall be performed by a licensed plumber, who is to pull a plumbing permit prior to any work being completed. Plumber shall be responsible for calling in all required inspections, per City plumbing code requirements. 3.02 PAYMENT A. All couplings, sleeves, transition sleeves, and valves used in buried piping shall be considered to be supplemental to the lump sum price for "Underground Piping" B. All valves within the valve vault shall be paid at the lump sum price for "Valve Vault Valves and Accessories", and shall include the labor and materials required to install resilient seat gate valves, oil-cushioned check valves, plug valves, ball valves, combination air/vacuum valves, and the pressure gauges. C. All flange coupling adaptors used in valve vault shall be considered subsidiary to the lump sum price for "Wetwell and Valve Vault Piping". Fort Worth Water Department 15100-6 Valves and Appurtenances PART 1 GENERAL ITEM 15140 SUPPORTS AND HANGARS 1.01 SCOPE OF WORK Provide all labor , materials, equipment, tools , and related items required to furnish and install all pipe hangers, brackets , saddles, clamps , and supports for all types of piping systems. Pipe hangers and supports shall be furnished complete with all necessary inserts, bolts , nuts , threa ded rods , w ashers, and other accessones. 1.02 QUALITY ASSURANCE Pipe supports and hangers shall be manufactured by a company regularly engaged in the production of pipe supports and hangers such as Eleen, Grinnel, B-Line System, or approved equal. 1.03 SUBMITTALS The Contractor shall furnish Manufacturer's shop draw ings clearly showing material sizes, types , styles, parts , catalog numbers , and complete details, including, but not limited to, location, lengths , and connection details. Shop drawings shall include the maximum load carrying capacity of the support and the support system arrangement. 1.04 DESIGN CONDITIONS A. In certain locations , pipe supports, anchors, and expansion joints have been shown on the drawings, but no effort has been made to indicate every pipe support, anchor, and expansion joint. It shall be the Contractor's responsibility to provide a complete system of pipe supports, to provide expansion joints, and to anchor all piping, in accordance with this section. Additional pipe supports may be required adjacent to expansion joints or couplings. B. Concrete or fabricated steel supports shall be as indicated on the drawings, as specified in other sections, or, in the absence of such requirements, as permitted by the Engineer. C . All piping shall be rigidly supported and anchored so that there is no movement or visible sagging between supports. Fort Worth Water Department 15140 -1 Supports and Hangers PART2 PRODUCTS 2.01 MATERIALS A. All hangers, supports, brackets, and clamps located in lift station wetwell shall be stainless steel. All hangers, supports, brackets, and clamps located in valve vault and electrical support structure may be standard weight galvanized steel. B. All vertical risers shall be supported by pipe riser clamps every eight feet maximum. C. PART 3 - Install supports and hangers to permit expansion and contraction of the piping system. When necessary to control expansion and contraction, piping shall be guided and firmly anchored. Anchors shall be approved by the Engineer. No piping shall be self-supporting, nor shall it be supported from equipment connections. Shooting of anchors into concrete will not be allowed. EXECUTION 3.01 INSTALLATION A. Concrete inserts or anchor bolts shall be used to support piping from new cast-in-place concrete. Expansion anchors shall be used to fasten supports to existing concrete or masonry. B. Design loads for inserts, brackets, clamps, supports, and other items shall not exceed the manufacturer's recommended loads. C. Pipe supports shall be manufactured for the size and type of pipe to which they are applied. 3.02 PAYMENT The work to be performed under this item shall be considered supplemental to the lump sum bid item for "Wetwell and Valve Vault Piping" Fort Worth Water Department 15140 - 2 Supports and Hangers Western Hills Lift Station Replacement Project ELECTRICAL SPECIFICATION INDEX 16010 -Electrical General Provisions 16110 -Raceways 16120 -Wire and Cable 16199 -Miscellaneous 16210 -Electrical Utility Service 16310 -Instrument Control Panel 16330-Pump Control Panel 16410 -Underground 16450 -Grounding System 16910 -Instrumentation City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No. 06 .067 October, 2009 PART 1 -GENERAL 1.01 GENERAL CONDITIONS SECTION 16010 Electrical General Provisions Page 1 of 7 A. The General Conditions and Requirements, Special Provisions, are hereby made a part of this Section. B . The Electrical Drawings and Specifications under this Section shall be made a part of the Contract Documents. The Drawings and Specifications of other sections of this contract, as well as supplements issued thereto, information to bidders and pertinent documents issued by the Owner's Representative are a part of these Drawings and Specifications and shall be complied with in every respect. All the above documents will be on file at the office of the Owner's representative and shall be examined by all the bidders. Failure to examine all documents shall not relieve the responsibility or be used as a basis for additional compensation . C . Furnish all work, labor, tools , superintendence, material , equipment and operations necessary to provide for a complete and workable electrical system as defined by the Contract Documents . D. Be responsible for visiting the site and checking the existing conditions. Ascertain the conditions to be met for installing the work and adjust bid accordingly . It is the intent of the Contract Documents that upon completion of the electrical work, the entire system shall be in a finished, workable condition. E. All work that may be called for in the Specifications but not shown on the Drawings, or, all work that may be shown on the Drawings but not called for in the Specifications , shall be performed by the Contractor as if described in both. Should work be required which is not set forth in either document, but which work is nevertheless required for fulfilling of the intent thereof, then the Contractor shall perform all work as fully as if it were specifically set forth in the Contract Documents. F. The definition of terms used throughout the Contract Documents shall be as specified by the following agencies: 1. Underwriters Laboratories 2. National Electrical Manufacturers Association 3. American National Standards Institute 4. Insulated Power Cable Engineers Association 5. National Electrical Code 6. National Fire Protection Association 7. National Electrical Testing Association G. The use of the terms "as (or where) indicated", "as (or where) shown", "as (or where) specified", or "as (or where) scheduled" shall be taken to mean that the reference is made to the Contract Documents , either on the Drawings or in the Specifications, or both documents . H . The use of the words "furnish", "provide", or "install" shall be taken to mean that the item or facility is to be both furnished and installed unless stated to the contrary. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No. 06.067 October, 2009 I. Any item or facility may be: 1. Furnished under another Division or under another Contract SECTION 16010 Electrical General Provisions Page 2 of 7 2. Furnished under this Division and installed under another Division or under another Contract 3. Furnished and installed under another Division or under another Contract. 1.02 PERMITS AND CODES A. Secure all permits, licenses , and inspection as required by all authorities having jurisdiction. Give all notices and comply with all laws, ordinances, rules, regulations and contract requirements bearing on the work. B. The minimum requirements of the electrical system installation shall conform to the latest edition of the National Electrical Code , as well as state and local codes . C. Codes and ordinances having jurisdiction and specified codes shall serve as minimum requirements , but , if the Contract Documents indicate requirements which are in excess of those minimum requirements , then the requirements of the Contract Documents shall be followed. Should there be any conflicts between the Contract Documents and codes , or any ordinances , report these with bid . PART 2 -PRODUCTS 2.01 STANDARDS A. All materials and equipment shall conform to the requirements of the Contract Documents. They shall be new, free from defects , and they shall conform to the following standards where these organizations have set standards : 1. Underwriters Laboratories (UL) 2. National Electrical Manufacturer's Association (NEMA) 3. American National Standards Association (ANSI) 4. Insulated Cable Engineers Association (ICEA) B. All material and equipment of the same class shall be supplied by the same manufacturer, unless specified to the contrary. C. All products shall bear UL labels where standards have been set for listing. D. When the Contractor provides a product for this project he shall be bound by the terms and conditions of the Contract Documents and he shall agree to warrant and to be liable for the merchantability and fitness of his product to the applications to which his product is applied under the Contract Documents . 2.02 SHOP DRAWINGS AND SUBMITTALS A. Shop drawings and submittals shall comply with the requirements as specified in the Shop Drawing requirements of the project -documentation parts of the TECHNICAL SPECIFICATIONS. Ci ty of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 SECTION 16010 Electrical General Prov isions Page 3 of 7 B. Shop drawings shall be taken to mean detailed drawings with dimens ions , schedules , we ights , capacit ies , installation deta ils and pert inent information that will be needed to describe the material or equipment in deta il. C. Submittals shall be taken to mean catalog cuts , general descriptive information , catalog numbers and manufacturer's name. D. Submit for review all shop drawings and submittals as hereinbefore called for . E. Review of submittals or shop draw ings shall not remove the respons ib il ity for furnishing materials or equipment or proper dimensions , quant ity and quality, nor will such review remove the responsibility for error in the shop drawings or submittals. F. Fa ilure to process submittals or shop drawings on any item and/or items specified shall make the Contractor responsible for the suitab ility for the item and/or items , even though the item and/or items installed appear to comply with the Con t ract Documents . G . Assume all costs and li abilit ies which may result from the ordering of any material or equ ipment prior to the review of the shop drawings or subm ittals , and no work shall be done until the shop drawings or submittals have been reviewed . In case of correction or rejection , resubmit until such time as they are accepted by the Owner's Representat ive , and such procedures will not be cause for delay . H. Submittals and shop drawings shall be compiled from the manufacturer's latest product data . Should there be any conflicts between this data and the Contract Documents , report this information for each submittal and/or shop drawing. I. Shop drawings and subm ittals will be returned and unchecked if the specific items proposed are not clearly marked , or if the General Contractor's approval stamp is omitted . J . When requested , furnish samples of materials for acceptance review . If a sample has been reviewed and accepted , then that item of material or equipment installed on the job shall be equal to the sample ; if it is found that the installed item is not equal, then replace all such items with the accepted sample equivalent. 2.03 ACCEPTANCE AND SUBSTITUTIONS A. All manufacturers named are a basis as a standard of quality and substitutions of any equal product will be considered for acceptance . The judgement of equal ity of product substitution shall be made by the Engineer. B . Substitutions after award of Contract shall be made only within sixty (60) days after the notice to proceed . Furnish all required supporting data . The submittal of substitutions for review shall not be cause for time extensions . C. Where substitutions are offered, the substituted product shall meet the product performance as set forth in the specified manufacturer's current catalog literature , as well as meeting the deta ils of the Contract Documents . D. The details on the drawings and the requirements of the Specifications are based on the first City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No. 06 .067 October, 2009 SECTION 16010 Electrical General Provisions Page 4 of 7 listed material or equipment. If any other than the first listed material or equipment is furnished, then assume responsibility for the correct function , operation, and accommodation of the substituted item . In the event of misfits or changes in work required, either in this section or other sections of the Contract , or in both, bear all costs in connection with all changes arising out of the use of other than the first listed item specified . E. Substitutions of products under other sections may occur. Make necessary adjustments and additions to work under SECTIONS E1 thru E9 to accommodate those substitutions. Such adjustments and additions shall be performed in compliance with SECTIONS E1 thru E9 and of the Specifications at no additional charge. F. Energy efficiency of each item of power consuming equipment shall be considered one of the standards for evaluation . PART 3 -EXECUTION 3.01 CUTTING AND PATCHING A. Cutting and patching required under this section shall be done in a neat workmanlike manner. Cutting lines shall be uniform and smooth. B . Use concrete saws for large cuts in concrete and use core drills for small round cuts in concrete . C . Where openings are cut through masonry walls, provide lintel · or other structural support to protect the remaining masonry. Adequate support shall be provided during the cutting operation to prevent damage to masonry. D. Where large openings are cut through metal surfaces , attach metal angle around the opening. E. Patch concrete openings that are to be filled with nonshrinking cementing compound . Finish concrete patching shall be troweled smooth and shall be uniform with surrounding surfaces . 3.02 WATERPROOFING Provide waterproof flashing for each penetration of exterior walls and roofs. 3.03 CONSTRUCTION REQUIREMENTS A. Except where specifically noted or shown , the locations and elevations of equipment are approximate and are subject to small revisions as may prove necessary or desirable at the time the work is installed. Locations changed substantially from that shown on the drawings shall be confirmed with the Engineer in advance of construction . B. Where equipment is being furnished under another Division , request from Engineer an accepted drawing that will show exact dimensions of required locations or connections. Install the required facilities to the exact requirements of the accepted drawings. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No . 06.067 October, 2009 SECTION 16010 Electrical General Provisions Page 5 of 7 C. All work shall be done in the best and most workmanlike manner by qualified , careful electricians who are skilled in their trade . The standards of work required throughout shall be of the first class only . D . Unless shown in detail , the Drawings are diagrammatic and do not necessarily give exact details as to elevations and routing of raceways , nor do they show all offsets and fittings ; nevertheless , install the raceway system to conform to the structural and mechanical conditions of the construction . E. Holes for raceway penetration into sheet metal cabinets and boxes shall be accurately made with an approved tool. Cutting openings with a torch or other device that produces a jagged , rough cut will not be acceptable . F. Cabling inside equipment shall be carefully routed , trained and laced. Cables so placed that they obstruct equipment devices will not be acceptable . Equipment shall be set level and plumb . Supporting devices installed shall be set and so braced that equipment is held in a rigid , tight-fitting manner. 3 .04 EQUIPMENT PROTECTION A. Provide suitable protection for all equipment, work and property against damage during construction . 8. Assume full respons ibility for material and equipment stored at the site. C . Conduit openings shall be closed with caps or plugs during installation and made watertight. All outlet boxes and cabinets shall be kept free of concrete, plaster, dirt and debris . D . Equipment shall be covered and tightly sealed against entrance of dust, dirt and moisture . E . All dry-type transformers prior to energization shall be protected against moisture and dirt absorption by a suitable covering. Also , maintain heat inside the covering by means of 100 watt minimum lamps . F . Interiors of and motor control centers shall be kept clean and dry prior to energization . Maintain heat inside each unit with one (1) 100 watt lamp located at bottom of each vertical section or energize section space heaters. 3 .05 COOPERATION WITH WORK UNDER OTHER DIVISIONS A. Cooperate with all other trades so as to facilitate the general progress of their work. Allow all other trades every reasonable opportunity for the installation of their work and the storage of their materials. B . The work under this section shall follow the general building construction closely. Set all pipe sleeves, inserts, etc., and see that openings for chases , pipes, etc, are provided before concrete is placed or masonry installed . C. Work with other trades in determining exact locations of outlets, conduits, fixtures, and City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No. 06 .067 October, 2009 SECTION 16010 Electrical General Provisions Page 6 of 7 pieces of equipment to avoid interference w ith lines as required to maintain proper installation of other work . D. Make such progress in work that will not delay the work of other trades . Schedule the work so that completion dates as established by the Engineer are met. Furnish sufficient labor or work overtime to accomplish these requirements if directed to do so. 3 .06 INSTALLATION OF WORK UNDER ANOTHER DIVISION A. Verify the electrical capacities of all motors and electrical equipment furnished under other sections, or furn ished by the Owner, and request wiring information from the Engineer if wiring requirements are different from that specified under this Section. Do not make rough- ins until equipment verification has been received . B. Install all motors , controllers , terminal boxes , pilot devices, and miscellaneous items of electrical equipment that are not integrally mounted with the equipment furnished under other divisions . All such equipment shall be securely mounted and adequately supported in a neat and workmanlike manner. 3 .07 CHANGE ORDERS A. In the event change orders are prepared , they shall each be itemized as to quantities in addition to labor, materials , and overhead . Pricing of change orders shall be done in compliance with the latest edition of "Means Electrical Cost Data" and pricing shall not exceed values tabulated therein. 3 .08 CONTINUOUS SERVICE A. Continuous service shall be maintained on all existing circuits and equipment affected by the work shown on the Contract Documents, except where the Owner will permit outage for a specific time . Obtain Owner's written permission before removing any circuit from continuous service . Where duration of proposed outage cannot be tolerated by the Owner, provide temporary connections or portable generators as required to maintain service . B. Remove all existing electrical equipment and materials made obsolete by the work called for in the Plans and Specifications (including the Civil Drawings). All obsolete exposed conduit and wiring shall be removed back to the source or point of concealment. If removed back to point of concealment, the conduit shall be capped and identified with a permanent tag as to destination. Obsolete wiring shall be removed back to source . Obsolete Breakers in panelboards shall be marked as spares in directory and obsolete units in motor control centers shall be marked as spare with permanent engraved nameplates that match existing nameplates. 3.09 CLEAN-UP A. Remove all temporary labels, dirt, paint, grease and stains from all exposed equipment. Upon completion of work, clean equipment and the entire installation so as to present a first class job suitable for occupancy. No loose parts or scraps of equipment shall be left on the premises . City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No. 06.067 October, 2009 SECTION 16010 Electrical General Provisions Page 7 of 7 B. Equipment paint scars shall be repaired with paint kits supplied by the equipment manufacturer or with an approved paint. C . Clean interiors of each item of electrical equipment. At completion of work all equipment interiors shall be free from dust , dirt and debris. 3.10 TESTS A. Test all systems connected to , programmed and/or configured or furnished under this contract and repair or replace all defective work . Make all necessary adjustments to the systems and instruct the Owner's personnel in the proper operation of the system . B. Make all circuit breaker and protective relay adjustments and settings. C. Make the following minimum tests and checks prior to energizing the electrical equipment: 1. Check all wire and cable terminations for tightness . 2. Test all wiring installed and/or connected to in this contract. 3. Test grounding system installed and/or connected to in this contract.. 4. Set all transformer taps as required to obtain the proper secondary voltage . 5. Carefully check all interlocking , control and instrument wiring for each system to ascertain that the system will function properly as indicated by schematics, wiring diagrams or as specified herein . 6. Mechanical inspection of all low voltage circuit breakers, disconnect switches , motor starters, control equipment, etc. installed and/or connected to in this contract for proper operation. Provide all instruments and equipment required for the above tests. 3.11 RECORD DRAWINGS A. At the start and during the progress of the job, keep one separate set of blue-line prints for making construction notes and mark-ups. B. Show conduit routing and wiring runs as constructed and identify each. C . Record all dev iations from the Contract Documents . D. Submit set of marked-up drawings for review . The final payment will not be made until the review is complete. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 PART 1 -GENERAL 1.01 SCOPE SECTION 16110 Electrical Raceways Page 1 of 9 A . This section shall include raceways , enclosures , supporting devices ancillary fittings and appurtenances . Furnish and install the complete raceway systems as shown on the Drawings and as specified herein . B. Raceway is a broad-scope term that shall be defined by the National Electrical Code under Article 100. 1.02 APPLICATIONS A. Except as otherwise shown on the Drawings , or otherwise specified , all unde rground and in- slab conduit raceways shall be of the following type : 1. Except as otherwise specified , all power and control underground conduit runs shall be made with schedule 40 PVC . Bends to grade shall be made with plastic coated galvanized rigid steel conduit for instrument wiring and plastic coated alum inum conduit for all other wiring . 2. All i nstrumentation underground conduit runs shall be made w ith plastic coated rigid steel condu it. B . Except as otherwise shown on the Drawings, or otherwise specified, all above grade condu it raceways shall be of the following type : 1. Indoor exposed power and control conduit shall be rig id aluminum conduit. Instrumentation , signal , and communication conduit shall be rigid steel. condu it and be routed perpendicular to or separated 24 " if greater than 6 feet in length . 2. Outdoor exposed instrumentation, signal , and communication conduit shall be rigid galvanized pvc coated condu it except where areas are denoted as corrosive or NEMA 4X. Conduit concealed in masonry shall be with plastic coated rig id galvanized steel conduit. 3. Outdoor exposed power and and low voltage distribution conduit shall be aluminum . 1.03 SUBMITTALS AND SHOP DRAWINGS A . Process catalog submittals for the following: 1. Rigid Metallic Aluminum Conduit 2. Plastic Jacketed Rigid Aluminum Conduit 3. Rigid Non-Metallic Conduit 4. Liquid-tight Flexible Conduit 5. Liquid-tight Fittings 6. Condu it Bushings 7. Conduit Bodies 8. Conduit Sealing Fittings 9. Expansion-Deflection Fittings 10. Expans ion Fittings 11. Cast Metal Boxes City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No. 06.067 October, 2009 12. Tape Products 13 . Wiring Devices 14. Supporting Devices 15. Labels 16. Grounding Devices 17. Foam Sealant PART 2 -PRODUCTS 2.01 RACEWAYS SECTION 16110 Electrical Raceways Page 2 of 9 A. Rigid metallic aluminum conduit shall be manufactured of 6063 alloy, T-1 temper, with no more than 0.02% copper content. All conduit couplings shall be threaded aluminum. All such conduit shall be listed with UL and comply with UL-6A and ANSI C80.5 . Aluminum conduit shall be VAW , Easco or equal. B. Rigid metallic steel conduit shall be hot-dip galvanized inside and outside and over threads . All such conduit shall comply with UL Standard UL-6, Federal Specification WWC -581-D and ANSI C80.1. Furnish Wheatland, Allied , or equal. C. Plastic coated rigid aluminum conduit shall consist of rigid aluminum body that complies with above specifications for rigid aluminum conduit, plus conduit shall have 40 mil thick heat- fused PVC over outside and 2 mil coat of fully catalyzed phenolic inside . The inside coat shall have the chemical resistance of the outer coating and shall not dissolve in lacquer thinner. All couplings shall be equipped with PVC sleeves that extend one pipe diameter or 2", whichever is less, beyond the end of the coupling . All plastic coated conduit shall conform to NEMA Standard #RNl-1989 and such conduit shall be UL Listed Robroy "Plastibond Red H20T", or equal. Non-metallic rigid conduit shall be Schedule 40 PVC . Such conduit shall be UL listed for 90 degrees C and shall conform to NEMA TC-2 and UL- 651 standards. Furnish Carlon, Cantex or equal. Furnish manufacturer's approved solvent for joining couplings . D. Liquid-tight flexible conduit shall be constructed of non-metallic sunlight resistant PVC. Furnish Anaconda type NMUA. E. Flexible conduit for connection of light fixtures above dropped ceilings shall be non-jacketed , interlocking steel and shall be hot-dipped galvanized . Furnish Electri-Flex or equal. Length shall not exceed 6'. 2.02 CONDUIT FITTINGS A. NEMA 4 locknuts for rigid metallic conduit shall consist of aluminum body with neoprene sealing ring . Furnish Crouse-Hinds, T&B, or equal. B. NEMA 1 locknuts for rigid metallic conduits shall be hardened aluminum for use with aluminum conduit. C. Conduit field-applied hubs for sheet metal enclosures shall be aluminum body with recessed City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 SECTION 16110 Electrical Raceways Page 3 of 9 neoprene sealing ring , threaded NPT insert, and shall be , T&B 370 AL series , or equal products by OZ/Gedney. D . Conduit hubs for non -metallic enclosures shall be fiberg lass polyester reinforced with gal vanized steel core , complete with locknut and grounding bushing . All such hubs shall be Crouse-Hinds Type NHU , or equal. E. Rigid metallic condu it chase nipples , split couplings , sl ip fitt ings , un ions , reducers , and enlargers , shall be aluminum iron . F. Rigid metall ic conduit short els and long els shall be hot-dip galvanized malleable iron with NPT threaded hubs and male ends . Throats shall be smooth and free from burrs . All such fitt ings shall be OZ/Gedney Type "EL-9" Series , Appleton LMF or LMFL series , or equal. G. Rigid metallic conduit split couplings shall have threaded body with spl it tightening shelves with neoprene sandwich . Furnish malleable iron mechanically galvan ized body . Such fittings shall be OZ type "SSP", or equal. H. Rigid metallic condu it grounding bushings shall be aluminum body with threaded hub , bakelite insulated throat , and t in-plated copper ground lug . Furn ish OZ/Gedney type ABLG, or equal. I. Liqu id-t ight flexible conduit fitt ings shall be hot-dip galvanized steel body w ith internal locking ring and ground cone plus external ground w ire fitting . Furnish stra ight or angle connectors as required . All such connectors shall be OZ/Gedney type 4QP , or equa l. J. Rigid metall ic conduit expansion/deflection fittings shall consist of galvanized malleable iron hubs with heat-fused epoxy coating, flexible neoprene join ing sleeve banded to hubs w ith stainless steel bands , and w ith internal bonding jumper and guide cones . Furnish Crouse- Hinds type "XO" or equal. K. Rigid metallic condu it expansion fittings shall consist of metallic barrel joined to hubs at each end. One hub shall be threaded to barrel and other hub shall have slip fit to allow up to four (4") inches of condu it lateral movement. Provide external bonding jumper for each expansion joint. Furnish Crouse -Hinds type "XJ", OZ Type "AX", or equal. L. Conduit waterstops for sealing inside of conduit runs shall consist of aluminum pressure discs with sandwiched neoprene seal and with 316 stainless steel hardware. Furnish OZ/Gedney type "CS" series products , as indicated . M . Conduit sealing bushings for penetrations in exterior walls shall be constructed of neoprene and shall have an alum inum disk with stainless steel bolts and hardware. Furnish OZ/Gedney "CSM " series products. For existing walls core drill wall to size recommended by manufacturer of seal ing bushing . Use two bushings per wall penetration, one each side . For newly constructed walls provide a PVC Schedule 40 sleeve in concrete pour. PVC sleeve shall be installed with a water stop seal. The size of the poured in place sleeve shall be as recommended by the manufacturer of the water stop seal. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No. 06.067 October, 2009 2.03 CONDUIT BODIES AND BOXES SECTION 16110 Electrical Raceways Page 4 of 9 A . Conduit bodies such as "C", "LB", "T" and the like pulling fittings shall be aluminum. Covers for damp and/or wet location use shall be gasketed cast metal with "wedge-nut" clamps. Covers for dry locations shall be cast aluminum and hardware shall be 316 stainless steel. All covers shall be equipped with clamp type clevises . Furnish Crouse-Hinds Form 7, or Appleton Form "FM7" products. B . Conduit bodies for use in corrosive areas shall be as specified above but shall have 40 mil plastic coated PVC jacket and 2 mil interior coating as specified for plastic coated rigid steel conduit. Furnish Robroy Plasti-bond Red fittings or equal. Conduit bodies such as "GUA'', "GUAT", "GUAL", and the like pulling/splicing fittings shall be cast aluminum with threaded cast aluminum covers . All such conduit bodies shall be Killark "GE" series, or equal products by Crouse-Hinds or Appleton . C. Cast metal outlet boxes , pullboxes, and junction boxes whose volume is smaller than 100 cubic inches, and cast metal device boxes, shall be sand-cast , copper-free aluminum or zinc coated sand-cast malleable iron . All boxes shall have threaded hubs. Furnish Crouse-Hinds "FD" style condulets, Appleton "FD" style Unilets, or equal. D. Covers for cast metal boxes shall be gasketed cast metal covers with 316 stainless steel screws and shall be suitable for use in wet or damp locations. 2.04 PULL AND JUNCTION BOXES A. Pullboxes and junction boxes whose volume is less than 100 cubic inches shall be furnished as specified hereinbefore except where sheet metal types are shown, in which case, furnish such sheet metal enclosures in NEMA 4X 304 stainless steel construction with gasketed covers of same material. B . Pull boxes and junction boxes whose volume is 100 cubic inches and greater shall be NEMA 4X 316-grade stainless steel type with gasketed stainless steel covers. Provide print pocket and interior back panel for mounting of terminal strips where terminal strips are called for on the drawings. Sheet metal boxes shall be as manufactured by Hoffman or equal. C. Covers for sheetmetal pull boxes and junction boxes over 100 cubic inches (and for smaller sized where shown) shall have hinged doors with 3 point padlockable latch . All hardware shall be stainless steel. No hold down screw clamp or clip type covers are acceptable. D . Cast metal junction boxes shall be cast aluminum type with gasketed, cast metal covers and with stainless steel cover screws . 2.05 LABELS A. Buried conduit detectable marking tape for marking path of secondary buried conduits shall be four (3") inch nominal width strip of detectable, repetitive marking "BURIED CONDUIT" or similar language, repeated along its length . Marking tape shall be IDEAL 42-201. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06.067 October, 2009 SECTION 16110 Electrical Raceways Page 5 of 9 B. Voltage warn ing labels for cabinets shall be waterproof vinyl strips with adhesive back and shall have "DANGER (VOLTAGE) -DISCONNECT ALL SOURCES OF POWER BEFORE ENTERING". Letters shall be highly visible red color on white background . 2.06 SUPPORTING DEVICES A. Mounting hardware, nuts, bolts , lockwashers , and washers , shall be Grade 316 stainless steel . B . Un less otherwise indicated , channel framing and supporting devices shall be manufactured of ASTM 6063 , T06 grade aluminum ; 1-5/8" wide x 3-1/4" deep (double opening type). Clamp nuts for use with channels shall be grade 316 stainless stee l. C. Where indicated , furnish grade 316 stainless steel slotted channel members 1-5/8" wide x 1- 5/8" deep or 1 5/8" x 3 1/4" deep , double-faced type . All hardware and conduit clamps shall be grade 316 stainless steel. D. Conduit clamp supports for terminating conduits onto cable trays shall be mechanically galvanized ma lleable iron with adjustable angle clamp. Fittings shall be provided with 316 stainless steel hardware . Furnish OZ/Gedney type CTC products. E. All such channel members and fittments shall be B-Line , Unistrut or equal. F . Conduit straps , and associated nuts, lockwashers and bolts for use with channels shall be 316 stainless steel with 316 stainless steel hardware . Furnish B-Line products or equal. G . After-set concrete inserts (drilled expansion shields "D.E .S .") shall consist of two types. For anchors to accommodate 5/16" diameter bolts and smaller, provide HILTI "HDI" series 316 stainless steel anchors . For anchors to accommodate 3/8" diameter and larger bolts , provide HIL Tl "HVA" series w ith 316 stainless steel threaded inserts . H . Hanger rod shall be 3/8" minimum diameter Type 316 stainless steel all-thread. I. One hole conduit clamps shall be nest-back or clamp-back conduit supports shall be two- piece type constructed of copper free aluminum or malleable iron alloy . The material shall match the conduit material. Furnish Crouse-Hinds series 500 clamp + series CB spacer, Thomas & Betts 1270/1280 series clamp + series 141 NG nestback (if required), or equal. Finish for cast malleable iron shall be hot dip galvanized . J. Conduit beam clamps shall be hot-dip galvanized malleable iron and shall be as follows: TYPE MANUFACTURER 1. Right Angle OZ/Gedney Type "UBCG", or equal. 2. Parallel OZ/Gedney Type "UPCG", or equal. 3. Edge OZ/Gedney Type "UECG ", or equal. K. Hanger rod beam clamps shall be clamp type with hardened steel , bolt , Steel City "500" Series, Crouse-Hinds type "MW", or equal. Furnish swivel stud for each rod make-up. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06.067 October, 2009 SECTION 16110 Electrical Raceways Page 6 of 9 L. Conduit "J" hangers shall consist of steel straddle with detachable bolt. Finish shall be electro-galvanized . Furnish Kindorf type "C-149 ", Unistrut "J-1200" Series , or equal. M . Conduit "U" bolts shall be hot-dip galvanized steel with 316 stainless steel hex-head bolts. N. Equipment stands for supporting devices such as control stations , device boxes and the like , shall consist of a welded structural aluminum c-channel and plate aluminum floor plate as detailed on the drawings . 2.07 MISCELLANEOUS MATERIAL A . Double bushings for insulating wiring through sheet metal panels shall consist of mating male and female threaded phenolic bushings. Phenolic insulation shall be high-impact thermosetting plastic rated 150 degrees C. Furnish OZ Type "ABB", or equal. B . Conduit pull-cords for use in empty raceways shall be glass-fiber reinforced tape with foot- marked identification along its length. Furnish , Greenlee , or equal products . C. Conduit thread coating compound shall be conductive, non-galling , and corrosion-inhibiting . Furnish Crouse-Hinds Type "STL", Appleton Type "ST", or equal. D. Plastic compound for field-coating of ferrous material products shall be PVC in liquid form that sets-up semi-hard upon curing . Furnish Rob Roy "Rob Kote" or equal. E. Zinc spray for coating galvanized steel threads shall be Research Laboratory type "LPS", Mobil "Z inc-Spray" or equal conductive zinc-rich spray enamel product. F. Foam sealant for waterproofing uses shall be Avanti AV280 , or equal. PART 3 -EXECUTION 3 .01 RACEWAYS A. Install the conduit system to provide the facility with the utmost degree of reliability and maintenance free operation. The conduit system shall have the appearance of having been installed by competent workmen. Kinked conduit, conduit inadequately supported or carelessly installed , do not give such reliability and maintenance free operation and will not be accepted. B . Raceways shall be installed for all wiring runs , except as otherwise indicated . C. Conduit sizes, where not indicated , shall be N .E.C. code-sized to accommodate the number and diameter of wires to be pulled into the conduit. Unless otherwise indicated , 3/4" trade- size shall be minimum size conduit. D . During construction conduits shall be kept sealed at both ends using conduit caps or plugs. Using tape to seal conduits during construction is not acceptable. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No. 06 .067 October, 2009 SECTION 16110 Electrical Raceways Page 7 of 9 E. Unless otherwise noted , conduit runs shall be installed exposed . Such runs shall be made parallel to the lines of the structure . Conduit shall be installed such that it does not create a tripping hazard or an obstruction for headroom . F. All runs of rigid conduit shall be threaded , and all male threads shall be coated with non- galling thread compound prior to assembly. G. Plastic coated metallic conduit lengths shall be joined with threaded metallic coupling that shall be each equipped with a 40 mil thickness sleeve that shall extend over the threads of the joined conduit. Each joint shall be watertight. Transition to non-plastic coated conduits requires all threads to be sealed using minimum 4 wraps of Scotch #88 electrical tape. H. Field-cut threads in runs of plastic coated metallic conduit shall be cut with a special die that has rear reamed out oversize so as to slip over plastic coating . Do not attempt to cut threads on plastic coated conduit with regular dies , whereby plastic coating is skinned back to allow the incorrect die to be used . Coat all field-cut threads with cold-galvanizing spray, use two coats to provide 1-mil minimum coating thickness. I. Conduit runs made in concrete pours or surface-mounted runs that are attached to the structure, shall be equipped with an expansion/deflection fitting where they cross an expansion joint , or at every 100 feet. J. Unless otherwise shown, conduit penetrations through floors located below enclosures, shall be made each with couplings set flush with the outside faces of the concrete pour. Each pair of couplings shall be joined with a threaded spool piece . Use coated aluminum or galvanized steel couplings . K. Rigid metallic conduit runs shall have their couplings and connections made with screwed fittings and shall be made up wrench-tight. Check all threaded conduit joints prior to wire pull. Coat all male threads with Crouse-Hinds "STL" or equal, conductive lubricant prior to joining . L. All conduit runs shall be watertight over their lengths of run, except where drain fittings are indicated . In which cases, install specified drain fittings . M. Plastic jacketed flexible steel conduit shall be used to connect wiring to motors, limit switches, bearing thermostats, and other devices that may have to be removed for servicing. Unless otherwise indicated, maximum lengths of flex shall be three (3') feet. N. Where plastic jacketed flex is installed, make up terminal ends with liquid-tight flex connectors . In wet locations, install sealing gaskets on each threaded male connector. Each flex connector shall be made-up tightly so that the minimum pull-out resistance is at least 150 lbs . Install external spirally-wrapped ground wire around each run of liquid-tig flex not having an internal grounding conductor and bond each end to specified grounding-type fittings . 0. Empty conduits shall have pull-ropes installed. Identify each terminus as to location of other end and trade size of conduit. Use blank plastic waterproof write-on label and write information on each label with waterproof ink. Cap exposed ends of empty conduit with City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06.067 October, 2009 SECTION 16110 Electrical Raceways Page 8 of 9 plastic caps Conduit runs into boxes, cabinets and enclosures shall be set in a neat manner. Vertical runs shall be set plumb . Conduits set cocked or out of plumb will not be acceptable. P. Conduit entrances into equipment shall be carefully planned. Cutting away of enclosure structure, torching out sill or braces, and removal of enclosure structural members, will not be acceptable . Q . Use approved hole cutting tools for entrances into sheet metal enclosure. Use of cutting torch or incorrect tools will not be acceptable . Holes shall be cleanly cut and they shall be free from burrs, jagged edges, and torn metal. R. All raceways shall be swabbed clean after installation. There shall be no debris left inside . All interior surfaces shall be smooth and free from burrs and defects that would injure wire insulation. 3.02 CONDUIT BODIES AND BOXES A. Conduit bodies such as "LB", "T", "GUAT", etc., shall be installed in exposed runs of conduit wherever indicated and where required to overcome obstructions and to provide pulling access to wiring . Covers for such fittings shall be accessible and unobstructed by the adjacent construction. GUA series pulling bodies rather than LB fittings and the like shall be used for splicing purposes as well as pulling access . B . Covers for all conduit bodies shall be installed with gasketed cast metal type where located in damp or wet locations . C. All conduit boxes installed whose inside volume is less than 100 cubic inches shall be cast metal type with gasketed cast metal cover, unless otherwise indicated. D. All conduit boxes whose inside volume exceeds 100 cubic inches shall be sheet metal type except where gasketed cast metal type , stainless steel or fiberglass reinforced polyester are indicated . 3.03 RACEWAY SUPPORT A. All raceway systems shall be adequately and safely supported. Loose, sloppy and inadequately supported raceways will not be acceptable . Supports shall be installed at intervals not greater than those set forth by the NEC, unless shorter intervals are otherwise indicated, or unless conditions require shorter intervals of supports. B . Multiple runs of surface mounted conduit on concrete or masonry surfaces shall be supported off the surface by means of 316SS Strut. Attach each slotted channel support to concrete surface by means of two (2) 1/4" diameter stainless steel bolts into drilled expansion shields . C. Single runs of surface mounted conduit on concrete or masonry surfaces shall be supported with conduit clamps and nest-back spacers. Furnish plastic coated malleable iron conduit City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No. 06 .067 October, 2009 clamps and nest backs where corrosive areas are called out. 3.04 LABELING SECTION 16110 Electrical Raceways Page 9 of 9 A. In addition to labeling requirements as specified throughout this and other Sections , install wiring and raceway labeling as follows: 1. Apply write-on identification to empty conduits to identify each conduit as to terminus of other end and also to identify trade size of conduit. 2. Where active conduits terminate into bottoms of motor control centers, install label on each conduit terminus and show number and size of wiring and function of circuitry and t rade size of conduit. END OF SECTION City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 PART 1 -GENERAL 1.01 SCOPE SECTION 16120 WIRE & CABLE Page 1 of 5 This sect ion shall include wire and cable , terminating devices , splice kits , labeling, and appurtenances . 1.02 SUBMITTALS AND SHOP DRAWINGS Process catalog submittals for the following : 1. Power and control cable 2 . Instrument cable 3. Conductor Connectors 4 . Tape Products 5. Labels PART 2 -PRODUCTS 2.01 WIRE AND CABLE A. All conductors shall be soft-drawn annealed copper, Class B strand ing that meets ASTM B-8 . Copper conductors shall be uncoated , except as otherwise specified . B. Single conductor cable for power , control , and branch circuits shall have cross-linked polyethylene insulation , rated for 600 volts . Cable shall be NEC type XHHW. All such cable shall be rated for wet or dry use . Cable insulation shall be color coded with factory pigmented colors below size #6 awg . Color coding shall be as specified under Part 3 of this section. Cable shall be as manufactured by Southwire or equal. C. Instrument cable for analog circuits , and 24v DC control shall be# 16 awg , twisted shielded pairs or triads with PVC insulation and overall jacket. Cable assembly shall be rated for 600 volts , wet or dry locations . Furnish Okonite "Okoseal-N Type P-OS" or approved equal. D. Cable for RS-485 applications shall be similar to Belden model 9842 except rated for wet location installation or equal. E. Ground ring and associated upcomers and grounding conductors shall be tin-p lated stranded copper. 2 .02 CONNECTORS A. Mechanical connectors for 600V class wiring shall be tin-plated copper alloy bolted pressure type with bronze tin-plated hardware . Furnish connectors as follows: C:\Documents and $ett in gs\charde1 \My Oocuments\Outl ookTmp\16120 WIRE AN D CABLE .doc 16120-1 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No. 06.067 October, 2009 TYPE 1. Single conductor to flat-plate connector 2 . Multiple conductor to flat-plate connector 3 . Split-bolt connector 4 . Two-bolt parallel connector with spacer 5 . Cross Connector 6 . Splice Connector 7 . Flush ground connector MANUFACTURER & TYPE Blackburn LH SECTION 16120 WIRE & CABLE Page 2 of 5 Blackburn L2H , L3H , L4H Blackburn HPS Blackburn 2BPW Blackburn XT Blackburn S OZ Type "VG" B. Insulated spring wire connectors, "wire-nuts", for small building wire taps and splices shall be plated spring steel with thermoplastic jacket and pre-filled sealant. Connector shall be rated at 150 degrees C continuous . Furnish King Technology, Inc ., T&B "PT", or equal C. Connectors for control conductor connections to screw terminals shall be crimp-type with vinyl insulated barrel and tin-plated copper ring-tongue style connector. Furnish T&B "Sta- Kon", 3M "Scotchlok", or equal. C . Terminal strips for miscellaneous field terminations of control and instrumentation circuits shall consist of 12 point box lug terminals with marking surface. Terminal assembly shall accept #18 to #12 awg and shall be rated 600 volts . Furnish Allen-Bradley #1492-HJ812 terminal blocks . 2.03 INSULATING PRODUCTS A. Tape products shall be furnished as hereinafter specified and shall be Plymouth-Bishop, Okonite , 3M, or equal. B. General purpose electrical tape shall be 7 mil thick stretchable vinyl plastic, pressure adhesive type , "Slipknot Grey", 3M Scotch 33+, or equal. C. Insulating void-filling tape and high voltage bedding tape shall be stretchable ethylene propylene rubber with high-tack and fast fusing surfaces . Tape shall be rated for 90 degrees C continuous, 130 degrees C overload, and shall be moisture-proof. Void filling tape shall be "Plysafe", 3M Scotch 23 , or equal. D. High temperature protective tape shall be rated 180oC continuous indoor/outdoor, stretchable, self-bonding silicone rubber. High temperature tape shall be Plysil #3455, 3M Scotch 70, or equal E. Insulation putty filler-tape shall be Plymouth-Bishop 125 Filler Tape, 3M Scotchfill , or equal. F . Arc and fireproofing tape shall be Plymouth #3318, 3M Scotch #70 or equal. C:\Documents and Settings\charde1\My Documents\D utlookTmp\16120 WIRE AND CABLE .doc 16120-2 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No. 06 .067 October, 2009 2.04 LABELS SECTION 16120 WIRE & CABLE Page 3 of 5 A. Colored banding tape shall be 5 mil stretchable vinyl with permanent solid color . Colors shall be as hereinafter specified. Tape shall be Plymouth "Slipknot 45", 3M Scotch #35 , or equal. B. Numbered wire marking labels shall be PVC sleeve-type markers, T&B, Brady or equal. Labels requiring adhesives for installation are not acceptable. C. Cable identification ties shall be weather resistant polyester with blank write-on space , T&B , Brady or equal. Labels requiring adhesives are not acceptable 2.05 MISCELLANEOUS MATERIAL A. Cable grips shall be grip-type wire mesh with machined metal support. Furnish Kellems , Appleton, or equal products. B. Wire pulling compound shall be non-1nJunous to insulation and to conduit and shall be lubricating , non-crumbling, and non-combustible . Furnish Gedney "Wire-Quick", Ideal "Yellow" or equal. PART 3 -EXECUTION 3.01 POWER AND CONTROL CABLE A. Power and control conductors shall be sized as shown and where no size is indicated, the conductor size shall be #12 awg for power circuits , #14 awg for control circuits B. Equipment grounding conductors shall be installed with type XHHW or THHN insulated stranded copper conductors and the insulation color shall be green in sizes up to and including #1 O awg . C. Color coding shall be as follows. Non-factory color coded cables shall be marked with specified color tape . Use the following colors: Conductor 1 . Phase A or L 1 2 . Phase C or L2 3. Phase B 4. Neutral 5. Ground 120/204V Systems Black Red Orange White Green 277 /480V Systems Black Yellow Blue White Green D. Branch circuits may be spliced for receptacle, lighting and small appliance load inside appropriate junction boxes. Feeders shall be installed without splice. E. Except as otherwise specified, taps and splices with #10 AWG and smaller , shall be made with insulated spring wire connectors. Such connectors in damp or wet locations shall be waterproofed by filling interstices around wires with silicone rubber and further insulating with an envelope of stretched piece of EPR tape around each wire . Then , apply one-half lapped C:\Documents and Settingslcharde1\My Documents\OutlookTmp\16120WIRE AND CABLE.doc 16120-3 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 layer of electrical tape over all. SECTION 16120 WIRE &CABLE Page 4 of 5 F . Motor connections made with #10 AWG and smaller wire shall be made up with set-screwed copper lugs with threaded-on insulating jacket. After make-up of each connector, install two (2) layers half-lapped , of high temperature tape over connector barrel and down one (1 ") inch over wires . G . Taps , splices, and connections in #8 AWG and larger wires shall be made with copper alloy bolted pressure connectors. Each such connector shall be insulated by means of applying insulation putty over sharp edges so as to present a smooth bonding surface. Next, apply at least four (4) layers, half-lapped each layer of EPR tape. Then, make final wrapping of at least three (3) layers, half-lapped each layer of electrical tape . H . Control wiring connections to stud type and screw type terminals shall be made with ring- tongue type crimp connectors . Label each terminal jacket with wire marking label at each connection . I. Each wire connection shall be made up tightly so that resistance of connection is as low as equivalent length of associated conductor resistance . J . Numbered marking labels shall be installed to identify circuit numbers from panelboards. Install labels on each wire in each panelboard , junction, pullbox and device connection. K. Label each wiring run with write-on waterproof labels inside motor control center. Install write-on label ties around wire group at conduit entrance and write-on label the wire size , conduit size and service. L. Install PVC sleeve type numbered marking on each control wire termination at each terminal strip and at each device. Do this in motor control center, terminal cabinets, safety switches , remote controllers , pilot operators, and instrumentation equipment. Number selected shall correspond to number on terminal strip . M . All wiring inside equipment enclosures shall be neatly trained and laced with nylon tie-wraps. 3 .02 INSTRUMENTATION WIRING All 4-20mA analog pairs shall have shields grounded at the instrumentation panel and insulated on the field end unless otherwise required by instrument supplier. Single point grounding shall be maintained. 3.03 GROUND WIRING A. Each item of equipment shall be adequately and thoroughly grounded. Comply with Article 250 of N.E.C ., except where higher standards of grounding have been specified. In addition to following requirements as specified under Grounding Systems , install grounding for general wiring systems B . Equipment grounding conductors (EGC) shall be installed in each run of power and control conduits . These wires shall be green colored in sizes #6 AWG and smaller and green banded C:\Documents and Settings\charde1 \My Documents\OutlookTmp\16120 W IRE AND CABLE .doc 16120-4 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 SECTION 16120 WIRE & CABLE Page 5 of 5 in larger s izes . Ground wires shall be type THHN or XHHW insulated copper w ires . C . EGC runs i nto equipment shall be grounded to equ ipment bus where available , or to equipment ground lugs. D . Where grounding type bush ings are installed, bond EGC thereto , and furthermore , ground each bushing lug to equipment ground bus or g ro u nd lug , or ground rod . E. In each motor terminal box, install equ ipment ground lug and connect EGC thereto . 3 .04 LABELING A. In addition to labeling requ i rements as specified throughout this Section , in stall w iring and raceway labeling as follows : 1. Apply numbered wire marking labels to control wiring terminations for each termination in each item of equipment. Use PVC sleeve type labels . 2 . Apply numbered w i re ma r king labels to power and control w iring term inations in motor control cente rs , panelboards, and at outlets, to identify circuit numbe rs. Use PVC sleeve type labels. , 3 . Apply numbered w ire marking labels to each signal wire termination i n each instrument junction box, and in each item of equipment served by instrumentation c i rcuits. Use PVC sleeve type labels . 4 . Apply write-on identification labels to wi ring sets in each motor control center, and in each pullbox and j unction box. Show wire s ize , conduit s ize, and line and load information . Use waterproof plastic write-on labels with nylon tie-wraps. 3 .05 TESTING A. Each run of 600V class power and control wiring shall be tested prior to connection of line and load . Make tests w ith 1000V de hand-crank or motor driven ohmmeter. Each run of wiring shall be tested phase-to-phase and/or phase-to-neutral, and phase-to-ground. Test results for each test sha ll be equal to or greater than 25 ,000 ,000 ohms w ith 1 OOOV de applied. All tests shall be made in the presence of the Owners representat ive or Engineer. B . Test all runs of signal wiring with 250V de megger. Insulation values shall meet or exceed 1 ,000 ,000 ohms per 100 feet (cable to shield). C . Should any cable or circuit fail to meet the above tests , replace wire and retest. END OF SECTION C:\Documents and Settings\charde1\My Documents\OutlookTmp\16120 WIRE AN D CAB LE .doc 16120-5 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 PART 1 -GENERAL 1.01 SCOPE SECTION 16199 MISCELLANEOUS Page 1 of 7 A. This section shall include wiring devices , enclosed circuit breakers , and equipment stands B. Furnish and install all such devices and completely connect and wire each device . 1.02 SUBMITTALS AND SHOP DRAWINGS A. Process catalog submittals , and equipment data for the following: 1. Wiring Devices 2 . Wiring Device Covers 3. Wiring Device Boxes 4 . Equipment Stands 5. · Dry Type Transformer Catalog Data 6. Enclosed Circuit breakers 7. Terminal strips 8. Junction Boxes 9. SPD (TVSS) B. Submit shop drawings for equipment. PART 2 -PRODUCTS 2.01 WIRING DEVICES A. All wiring devices shall be specification grade and shall meet NEMA WD-1 requirements. Color shall be brown, unless otherwise indicated. B. Cover plates for wiring devices shall be Appleton FSK series unless otherwise noted on the drawings. Boxes shall be Appleton type FD, cast metal, raised-lid type. Furnish integral mounting feet where called for on the drawings. Furnish multi-gang units for two or more switches . C. Furnish the following miscellaneous wiring devices : 1. Single-pole , single-throw, 20A toggle switch shall be Arrow-Hart #1221, or equal. 2 . Single-pole, double-throw (three-way) 20A toggle switch shall be Arrow-Hart #1223,orequal. 3. Double-pole, single-throw, 20A toggle switch shall be Arrow-Hart #1222, or equal. D. Receptacles shall each consist of the following: City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No . 06.067 October, 2009 1. Single-gang FS cast aluminum metal box with mounting feet. SECTION 16199 MISCELLANEOUS Page 2 of 7 2 . Pass & Seymour #2095 DSWRBK Spec Grade , 20 Amp GFCI Receptacle .. 3 . Weatherproof flip lid deep cover meeting NEC article 410-57b (suitable for wet locations "while in use ") 2 .02 TERMINAL STRIPS A. Terminal strips for installation in junction boxes and the like shall be 600 volt, rated for 25 amps with tin-plated copper box lugs . B. Terminal strips for installation in junction boxes and the like shall be 600 volt, rated for greater than 25 amps with tin-plated copper box lugs . C . Furnish Allen-Bradley type 1492-HJ812 or equal in quantities as requ ired for 25 amp requirements . D . Furnish Allen --Bradley type 1492-PDM3111 or equal in quantities as required for greater than 25 amp requirements . 2.03 EQUIPMENT STANDS A. Equipment stands for mounting control stations or terminal junction boxes shall be constructed of 316 stainless steel strut or structural metal made of 316 SS as called for on the drawings. B. Each equipment stand shall be installed with 316 SS anchor bolts or 316 SS 3/8 " anchors. Furnish grout as indicated on the drawings. 2 .04 ENCLOSED CIRCUIT BREAKER A. Enclosed circuit breaker shall be heavy duty, rated 600 volts ac and sha ll have circuit breaker suitable for 22,000 amp AIC in sizes as indicated on the drawings. B. Enclosed circuit breaker enclosures shall be NEMA 4X stainless steel. Safety switches for use as service entrance shall be UL listed for service entrance and shall have solid neutral. C. Enclosed circuit breaker enclosure shall be as manufactured by Eaton, General Electric, or approved equal. D. Enclosed circuit breaker shall include a means to padlock the circuit breaker without opening the enclosure to meet the requirements for lockout of the equipment. E . Enclosed circuit breakers used for Service Entrance use shall be UL listed and labeled accordingly. 2.05 DRY TYPE TRANSFORMER A. Furnish and install transformers as shown on the Drawings and as specified hereinafter. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No. 06 .067 October, 2009 B. Dry type transformers shall be separate from panels. transformer/panels shall be used . SECTION 16199 MISCELLANEOUS Page 3 of 7 No combination C . Dry type transformers shall be totally enclosed non-ventilated, 115°C rise . Core and coil shall be totally encapsulated in sand and resin or equivalent. D. Each transformer shall be equipped with two 2.5% full-capacity below normal and two 2.5% full capacity above normal taps. E. Furnish transformers in KVA and voltage ratings as shown on the Drawings. Transformer enclosure shall be suitable for outdoor use. Enclosure shall be rated 3R and shall be constructed of heavy gauge steel after degreasing, cleaning and phosphatizing, followed by electrostatic deposition of a thermosetting polyester coating and subsequent baking. F . Sound level of each transformer shall not exceed 60 dB at three feet. G . Furnish Cutler-Hammer, General Electric, Square Dor equal products. H . Install transformers where shown. Adequately support transformers to rack near starter panel. Top bolt shall be 1/2" and shall extend through channel support and shall have bolt head and 2" square by 1 /8" thick washer on the outside. Use stainless steel bolts and hardware . I. Bond neutral of transformer to its enclosure and to grounding electrode conductors per NEC article 250. Install grounding electrode conductors from transformer secondary neutral to ground mat. 2 .06 CABLE TERMINAL JUNCTION BOX A. Junction box for pump cable termination shall be hinged door type and shall have interior mounting sub panel. Enclosure shall be Hoffman or equal. Enclosure shall be sized to house the specified equipment , but shall not be less than the size indicated on the drawings . B. Junction box rating shall be NEMA 4X and shall be constructed of 304 stainless steel. Junction box shall have a sub-panel construction for terminal strip . C . Junction box shall use 3 point latch opposite piano hinge with padlockable latch. No hold down screw clamps or clips are acceptable. 2 .07 SPD (TVSS) PANEL A. SPD (TVSS) Panel at main disconnect shall be Current Technology Cat.# SL2-150- 277/480-3GY-L2-S with included disconnect and event monitor in a NEMA 4X SS box. Connection to incoming disconnect switch shall be as close as possible with minimum #6 AWG wire size. City of Ft. Worth Western Hills Lift Stat ion Replacement Project McCreary & Associates , No . 06 .067 October, 2009 SECTION 16199 MISCELLANEOUS Page 4 of 7 B. SPD (TVSS) Panel shall comp ly w ith the latest ed ition of the applicable provisions and recommendations of UL 1449 Second Edition 2005 Revis ion (effective 2/9/2007) and UL 1283 . C . SPD (TVSS) Panel sha ll be insta ll ed per Current Technology installat ion manual requirements . D. SPD (TVSS) Panel shall include form C alarm contacts for SCADA/RTU input. PART 3 -EXECUTION 3.01 WIRING DEVICES A. Install wiring devices where shown and support each box to panel or stanchion with stainless steel hardware into typ ical drilled expans ion shields . B. Set each wiring device with axis plumb and install with yoke screws so as to adequately support each device. 3.02 TERMINAL STRIPS A. Install term inal strips as hereinbefore specified . Mount to enclosures or backpans with stainless steel hardware. B. Label each terminal directory with numbers corresponding to wire numbers landed. END OF SECTION City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates No. 06 .048 October, 2009 PART 1 -GENERAL 1.01 SCOPE SECTION 16210 Electrical Utility Service Page 1 of 2 A . The new lift station shall be served by ONCOR. The service voltage is to be 480Y/277 volts , 3 phase , solidly grounded . The existing lift stat ion (separate location) will stay in service until the new lift station is operational. B. The new lift station requires that existing local power lines be installed . The City of Fort Worth shall make arrangements to obtain electrical service by ONCOR. C . The Contractor shall furnish and install new underground conduit duct from a new ONCOR pedestal to be furnished and installed by ONCOR to the ONCOR required mini- transcocket furnished and installed by the Contractor. The Contractor shall install the underground conduit duct to the new mini-transocket as shown on the electrical site plan . The work shall include furnish i ng and installing necessary elbows , conduits , sleeves , grounding , extra cable lengths and other miscellaneous hardware for ONCOR to terminate the underground service to the ONCOR new service pedestal to be furnished and installed by ONCOR. The Contractor in co-ordination with ONCOR shall schedule the sequencing of work including inspection by ONCOR. D. The ONCOR pedestal will be installed as shown in the ONCOR drawing DDS-4 OH DETAIL SHEET 6 OF 13 on the ONCOR website: http ://www .oncor.com/pdf/construct/guidelines/dds4oh .pdf E. The Contractor shall furnish and install new conduit and service entrance w iring from the ONCOR mini-transocket to a new service entrance enclosed main circuit breaker mounted on the lift station electrical rack. The work shall include furnishing and installing necessary elbows, conduits, sleeves, grounding , extra cable lengths, terminations and other miscellaneous hardware for the complete electrical utility service installation from the transcocket to the MCC. Scheduling , sequencing work (including transformer installation by ONCOR), and inspection by ONCOR and the Owner shall be done by the Contractor in co-ordination with ONCOR. F . ONCOR will furnish and install the new power lines , and poles up to the pedestal. ONCOR will connect the electrical service in co-ordination with the Contractor at their pedestal for the Lift Station . This work shall .be as specified herein and per ONCOR specifications and shall be verified by the Contractor to meet the requirements of ONCOR ELECTRIC DELIVERY in the Construction guideline as listed in http://www.oncor.com/pdf/construct/guidelines/dds4oh.pdf. Scheduling , sequencing of work and inspection required by ONCOR and the Owner shall be done by the Contractor in co-ordination with ONCOR. The installation shall meet the latest requirements of the NESC and NEC (NFPA 70). Contact Chris Harder, P.E ., of the City of Fort Worth, Phone: 817-392-8293, email: Christopher.Harder@fortworthgov.org to determine the ONCOR contact and any arrangements for the electrical service. G. The Contractor shall coordinate a schedule with ONCOR to provide power to meet project schedule requirements . City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates No . 06.048 October, 2009 PART 2 -PRODUCTS 2.01 RACEWAYS SECTION 16210 Electrical Utility Service Page 2 of 2 Raceways shall be as specified under Section 16110, or as required by ONCOR. 2.02 WIRE AND CABLE Service wire and cable (480 volt) shall be as specified under Section 16120. 2.03 UNDERGROUND Underground shall be as specified under Section 16410 and as specified herein. PART 3 -EXECUTION 3 .01 GENERAL A. Underground conduit shall be installed per Section 16410. B. Coordinate with electric utility (ONCOR) inspector for inspection of transocket installation and underground work prior to trenching and backfilling and as otherwise required by utility. C . Pull a mandrel through each conduit to check and clear blockage. Install service conductors with cable as specified under RACEWAY SECTION. Install a mule tape (pull tape - a flat ribbon, consecutively numbered in feet, which is usually made of polyester or aramid yarn and may be coated with plastic for waterproofing) in any empty conduit for use by ONCOR. D. The new service shall operate in parallel with the existing service until the new lift station is in service . Remove the existing service after the new service and lift station is in service . END OF SECTION City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No. 06.067 October, 2009 PART 1 -GENERAL 1.01 SCOPE SECTION 16310 Instrument Control Panel Page 1 of 7 A. Furnish and install 1-phase connected 120/240 volt instrument control panel as shown on the drawings and specified herein for the Lift Station. The Lift Station instrument control panel shall include the necessary instrumentation equipment interface for control of the wet well pumps in the pump contro l panel. The instrument control panel shall include the ultrasonic level transmitter/pump controller , high level alarm float switch relay , instrusion switch control/alarm and other required relays , timers , and components as necessary. The work shall include furnishing all necessary materials, equipment , labor, and serv ices to provide a complete system. B . Instrument control panel shall also function as the marshalling panel for control and instrument signals to be routed to RTU/SCADA panel furnished by others to be installed by the Contractor. C. Auxiliary and accessory devices necessary for system operation or performance , such as relays or terminals to interface w ith other Sections of these Spec ifications , shal l be included . C . Voltage available for Instrument control will be 208Y/120 volt , single-phase, solidly grounded . Instrument Control panel shall be rated for an available fault current of 22,000 amps symmetrical at 240 vac . D. The same vendor as the pump control panel to be supplied by the wet well submersible pump suppl ier shall furnish the instrument control panel. The Instrument control panel shall be constructed as shown on the electrical drawings to be installed on an outdoor rack with main and automatic transfer switch. 1.02 SUBMITTAL AND SHOP DRAWINGS A. Process catalog data submittals for the following: 1. Pilot lights 2 . Pilot operators 3. Control relays 4 . Timing relays 7. Fuses 8. Control Wire 9. Surge protection devices 1 O. Intrinsic level relays 11. Level Floats 12 . Level Transmitter City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06.067 October, 2009 13.Alarm Beacon 14 . Fused Main Disconnects 15 . Terminal Strips 16 . Intrinsic Safety Relay for float switch . SECTION 16310 Instrument Control Panel Page 2 of 7 B. Process shop drawings for the Instrument control panel. 1.03 STANDARDS The instrument control panel and enclosure shall include a UL 508A (UL Industrial Control Panel) Label representing that the equipment was assembled by and meets the requirements of a UL508A shop. PART 2 -PRODUCTS 2 .01 GENERAL Instrument control panel shall be built to UL 508 standards and shall be rated for 22,000 amps rms symmetrical interrupting capacity at its rated voltage. Reference the electrical drawings for pump and wet well control schematics. 2.02 ENCLOSURES A. Enclosures shall be rated NEMA 4X and shall be constructed of 316 stainless steel. Instrument control panel construction shall be dead front with door in door construction . The pilot lights and selector switches shall be mounted on the inner door. B. Enclosure shall be sized for the indicated components , but shall not be less than 24" wide by 1 O" deep by 48" tall. Enclosure shall be designed to be supported on a rack with angle supports for skirting below rack as shown on the drawings. C. Enclosure shall be Hoffman or equal products provided with sun shield. Enclosure shall be designed such that equipment will not overheat where installed or mounted at the site location. Air to air exchangers shall be added if needed to reduce heat load. 2.03 COMPONENTS A. Instrument control panel shall include intrinsic safety barriers for float switches, intrinsically safe level transmitter circuits, phase failure relay, hatch intrusion limit switches, and any required interface relays. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06.067 October, 2009 SECTION 16310 Instrument Control Panel Page 3 of 7 B. Instrument control panel control voltage shall be 120/240 vAC. Level sensing shall be floats with 24 volt or less pilot voltage. Furnish 8/W series 53 intrinsically safe relays driving floats. Each control panel shall have level alarm . Pumps will be stage started after a power failure with all pumps operating at high level alarm . C . Wet Well Direct Acting Float Switches shall be as specified by City of Fort Worth. (See civil Drawings and specifications). D. No UPS will be supplied for the control panel. E. The Instrument control panel shall be wired with stranded MTW or SIS stranded copper conductors rated at 75 degrees C. Conductor terminations shall be as manufactured by the device manufacturer. F . A self-contained ultrasonic level controller shall be included for control, monitoring, and alarming of the lift station wet well operation . The controller shall accept a 4-20 mA DC input for wet well level. The controller shall be a Siemens Miltronics Hydro Ranger 200 with 4 output relay contacts . The controller shall allow monitoring of wet well level, low and high level alarm status. The controller shall provide programmable pump control. The controller shall provide wet well level status to RTU/SCADA panel via 4-20 mA. to monitor lift station conditions. The controller shall allow complete operator programming via handheld programmer in the field. G . One (1) Ultrasonic level controller handheld programmer shall be provided to the City of Fort worth for use in programming the controller for control of the pumps and alarms. H. A 8/W Patriot series 53 intrinsically safe relay shall be provided for high level alarm from the high level float switch. I. An NHCO approved limit switch shall be installed on the panel door for intrusion detection . J. Furnish low-level cutoff, and high level alarm contacts , and level signals for input connection to the City of Fort worth furnished RTU. 2.04 WET WELL INSTRUMENTS A. Transducer: A Siemens Milltronics XPS 15 ultrasonic level transducer shall be provided for wet well level monitoring. The transducer shall be connected via vendor required cable to the Siemens Milltronics Hydro Ranger 200 controller. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06.067 October, 2009 SECTION 16310 Instrument Control Panel Page 4 of 7 B . Float Switch: The float switch shall be as specified by the City of Fort Worth (see civil specifications). C. Furnish a 24 volt power supply for testing and startup. Permanent loop power shall be from the instrument control panel if not available from the City of Fort Worth supplied RTU panel. PART 3 -EXECUTION 3.01 INSTALLATION A. All equipment shall be carefully inspected after assembly and all wiring shall be checked to ensure correctness of connections and operation. C. Prior to energization of control panels, keep enclosures protected with plastic sheets and maintain minimum panel space heaters energized to prevent internal condensation . C. Each conduit entry into bottom of cabinets shall be equipped with grounding bushing . Bond each raceway equipment grounding conductor to its bushing ground lug , and thence to equipment ground bus where bonding jumper shall be connected with specified flat bus connector. Where empty conduits terminate, install blank disc in grounding bushing. Bring specified foot-marked pull tape through the blank penny and label with plastic write-on label and show the size of conduit and the terminus of the other end. For each active conduit, install plastic write-on label and identify cable number, size, conduit size, and identify load served . D . Install all power and control w1nng and make all connections. Install winng between motor controller and starter units. Phase band each power cable at each connection . Neatly train and lace all gutter wiring with nylon tie wraps. Do not obstruct relays and other pan-mounted devices with load cables. Install wire markers to identify each control wire at each termination. E. Install all devices, fuses, breakers, and make installation ready. Set all adjustable and programmable devices such as level controller and timers. D. Functionally test instrument control panel with pump control panel and RTU/SCADA panel connections. Coordinate testing with wet well pump supplier. E. Functionally test RTU/SCADA panel operations to assure proper operation and configuration. 3.02 SPARE PARTS City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No . 06.067 October, 2009 SECTION 16310 Instrument Control Panel Page 5 of 7 A. One timing relay for every three or less of each range and type installed complete with mounting socket. B . One control relay for every three or less of each range and type installed complete with mounting socket. C . Six pilot light bulbs and 10% spare lenses. D. Three (3) fuses for each type included. END OF SECTION City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 PART 1 -GENERAL 1.01 SCOPE SECTION 16330 PUMP CONTROL PANEL Page 1 of 7 A. Furnish and install a 480Y/277-volt pump control panel for the lift station pumps with starters included as shown on the drawings. B. Work shall include all necessary materials, equipment , labor, and services . C. Auxiliary and accessory devices necessary for system operation or performance, such as relays or terminals to interface with other Sections of these Specifications , shall be included . D. Voltage available for pump control panel for the lift stations will be 480Y/277 volt three phase and 208Y/120 volt single phase , solidly grounded. Control and starter panels shall have 22 kAIC fault current rating. D. Pump control panel and/or pump starter panel shall be sized for the pumps as specified by the pump supplier. Reference Civil Specification on submersible pumps. E . Submersible pump supplier shall supply pump control and panels. F. The pump wet well shall be classified as a National Electric Code (NEC) Class I Division 2 Group D environment. The odor control equipment shall be classified as a National Electric Code (NEC) Class I Division 2 Group D environment within 3'-0 " unless otherwise shown on the drawings. The pump control panel shall be located in a non-hazardous area . The pump control panel installation shall conform to the latest edition of the NEC for the specified area classifications. G. The control system shall be designed to operate the required number of pumps specified on the drawings at the power characteristics shown on the plans 1.02 SUBMITTAL AND SHOP DRAWINGS A. Process catalog data submittals for the following: 1. Pilot Lights 2. Pilot Operators 3. Control Relays and Bases 4 . Overloads 5. Contactors/Starters 6. UN-Phase Failure relay City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No . 06 .067 October, 2009 7 . Circuit breakers 8. Fuses and fuse blocks or clips 9. Control Wire 10. Circuit Breaker Disconnects 11. Terminal Strips 12. Intrusion Switch 13. Interior Light 14. 480 volt and 208Y/120 volt circuit breakers 15 . Over temperature and leak detection modules 16 . Elatpsed time meters 17 . Surge protection device . SECTION 16330 PUMP CONTROL PANEL Page 2 of 7 B. Process shop drawings for the pump control panels and starter panel including panel enclosures , front panel and door-in-door panels. Equipment and subpanel layout drawings shall show all panel control equipment and devices. Submit with pumps . C. Shop drawings shall include all internal pump controller Modbus RTU addresses (if applicable) used for mon itoring and control of the lift station to be available for future programming . D. Submit manufacturer and manufacturer's time current curve for each overcurrent device and overloads used in the motor control starters. Furnish time current curves with shop drawings . 1.03 STANDARDS The pump control panels and starter panels and enclosures shall include a UL 508A (UL Industrial Control Panel) Label representing that the equipment was assembled by and meets the requirements of a UL508A shop . Circuit breakers shall be rated for the rms symmetrical interrupting capacity at rated voltage . PART 2 -PRODUCTS 2 .01 GENERAL Pump control panel shall be furnished by the pump supplier. Pump starter panels shall be built to UL 508 standards and shall be rated for rms symmetrical interrupting capacity at its rated voltage . Reference the electrical drawings for one-line diagram and pump control schematics. 2.02 ENCLOSURES A. Enclosure shall be rated NEMA 4X and shall be constructed of 316 stainless steel. Pump control panel shall have a main disconnect with flange mounted external handle that is padlockable. Door mounted handles are not acceptable. City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No. 06 .067 October, 2009 SECTION 16330 PUMP CONTROL PANEL Page 3 of 7 Pump control panel construction shall be dead front with door in door construction. The pilot lights and selector switches shall be mounted on the inner door. The handles for the starter panel motor circuit protectors shall be operable from the inner door with lockable handles for lock and tagout requirements . B. Enclosures shall be sized for the indicated components, but shall not be less than 36" wide by 12" deep by 48 " tall . Enclosure shall be designed to be supported on a rack with angle supports for skirting below rack as shown on the drawings . C. Enclosures shall be Hoffman or equal products furnished with sun shields. Enclosure shall be designed such that equipment will not overheat where installed or mounted at the site location . Air to air exchangers shall be added if needed to reduce heat load . 2 .03 COMPONENTS A. Starters shall be FVNR (Full Voltage Non-Reversing) as shown on the drawing sheets , with circuit breakers and NEMA/ANSI rated contactors and overloads. B . Each motor starter shall include an "ATC Diversified " Cat. # SLP-440-ASA Phase Failure Relay . Non-resettable elapsed time meters shall be prov ided for each pump in the wet well control panel. C. Pump control panel shall also be furnished w ith intrinsically safe leak detection and over-temperature modules supplied with pump. D. Control panel control voltage shall be 120 vAC . Level control and alarms shall be part of instrument control panel. Pump control panel shall also contain leak detection and over-temperature modules supplied with pump or as specified . Furnish run contacts for each pump, leak detection alarm, low-level cutoff, and high level alarm contacts for inputs for connection to an Autodialer. Furnish run contacts for each pump , leak detection alarm , low-level cutoff, and high level alarm contacts for input connections to the RTU/SCADA panel with cables routed via the instrument control panel. E. Circuit breakers shall be NEMA/ANSI rated for branch circuits to controls and miscellaneous equipment as shown on the one-line diagram. F . An NHCO approved limit switch shall be installed on the panel door for intrusion detection . B. Non-resettable six figure elapsed time AC Hour meters shall be provided for each pump. City of Ft . Worth Western Hills Lift Station Replacement Project McCreary & Associates , No. 06.067 October, 2009 SECTION 16330 PUMP CONTROL PANEL Page 4 of 7 C . The wet well control panel shall be wired with stranded MTW or SIS stranded copper conductors rated at 75 degrees C. conductor terminations shall be as manufactured by the device manufacturer. D. The pump starters shall be control led from the Siemens Milltronics level transmitter/controller and/or float switch relay in the instrument control panel E. Crouse-Hinds Intrinsically Sa f e Barriers shall be provided for isolation of control signals for the submersible transducer and floats . PART 3 -EXECUTION 3.01 INSTALLATION A. All equipment shall be carefully inspected after assembly and all wiring shall be checked to ensure correctness of connections and operation . B. Prior to energization of motor starter , keep enclosures protected with plastic sheets and maintain specified space heaters energized to prevent internal condensation , use 150W lamp in bottom of each sect ion. C. Each conduit entry into bottom of cabinets shall be equipped with grounding bushing . Bond each raceway equ ipment grounding conductor to its bushing ground lug, and thence to equipment ground bus where bonding jumper shall be connected with specified flat bus connector . Where empty conduits terminate, install blank disc in grounding bushing . Bring specified foot-marked pull tape through the blank penny and label with plastic write-on label and show the size of conduit and the terminus of the other end. For each active condu it, install plastic write-on label and identify cable number, size , conduit size, and identify load served. D. Install all power and control wiring and make all connections . Install wiring between motor controller and starter units . Phase band each power cable at each connection . Neatly train and lace all gutter w iri ng with nylon tie wraps. Do not obstruct relays and other pan-mounted devices with load cables. Install wire markers to identify each control wire at each termination . E. Install all devices , fuses , breakers , and make installation ready. Set all adjustable and programmable devices such as breaker magnetic trips . F. Functionally test control panel with pumps and RTU connections. Coordinate testing with RTU supplier . City of Ft. Worth Western Hi lls Lift Station Replacement Project McCreary & Associates, No. 06.067 October, 2009 3 .02 SPARE PARTS SECTION 16330 PUMP CONTROL PANEL Page 5 of 7 A. One timing re lay for every three or less of each range and type installed complete with mounting socket. B. One control relay for every three or less of each range and type installed complete with mounting socket. C . One phase sequence/phase failu re relay. D. Six pilot light bulbs and 10% spare lenses . E. Three (3) fuses for each type included . F. One extra overload relay used. END OF SECTION City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No. 06.067 October, 2009 PART 1 -GENERAL 1.01 SCOPE OF WORK SECTION 16410 UNDERGROUND Page 1 of 3 A. Furnish and install a system of underground raceways and wi ri ng as shown on the drawings. 1.02 APPLICAT IONS A . Except as otherwise shown on the Drawings, or otherwise specified , all underground and in- slab conduit raceways shall be of the following type : 1. Except as otherwise specified , all power and control underground conduit runs shall be made with schedule 40 PVC . Bends to grade shall be made w ith plast ic coated rigid aluminum. 2 . All instrumentation underground conduit runs shall be made with plastic coated rigid galvanized steel conduit. 1.03 SUBMITTALS Process submittals for the following : 1. Non Metallic conduit 2. Metallic conduit 3. Grounding Bushings 4. Buried condu it marker tape 5. Conduit supporting saddles 1.04 RELATED WORK SPECIFIED UNDER OTHER SECTIONS A. Refer to Section 1611 O for raceways. B . Refer to Section 16120 for wiring . C. Refer to Section 16450 for grounding . D . Refer to appropriate sections in specifications for concrete . PART 2 -PRODUCTS 2.01 RACEWAYS A . Raceways shall be as specified in Section 16110. C:\Documents and Settingslcharde1\My Documents\OutlookT mp\16410 UNDERGROU ND.doc 16410-1 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No. 06 .067 October, 2009 2.02 MISCELLANEOUS A . Gravel for underbedding of conduits shall be washed type pea gravel. SECTION 16410 UNDERGROUND Page 2 of 3 B. Plastic saddles for spacing and supporting conduits shall be interlocking types as manufactured by Cantex. C. Detectable marker label tape for buried condu its shall be detectable red background with black letters with repetitive marking "CAUTION BURIED ELECTRIC LINE BELOW", continuous along its length . Furnish IDEAL #42-201 , or equal marker tape . PART 3 -EXECUTION 3.0 1 EXCAVATION AND BACKFILLING A . Do all excavating and backfilling necessary for the installation of the work. This shall include shoring and pumping in ditches to keep them dry until the work has been installed . B. All excavations shall be made to proper depth , w ith allowances made for floors , forms , beams , pip ing , finished grades , etc . Ground under conduits shall be undisturbed earth or if disturbed , mechanically compacted to a density rat io of 95% before conduits are installed . C. All backfilling shall be made with selected soil, free of rocks and debris , and shall be pneumatically t amped in six (6") inch layers to secure a field density ratio of 95%. D . Field check and ver ify the locations of all underground utilities prior to any excavating . Avoid disturbing these as far as possible. In the event exi sting utilities are broken into or damaged, they shall be repaired so as to make their operation equal to that before the trenching was started. E. Furnish pit sand encased ductbank for all underground conduits unless shown otherwise on the drawings . 3.02 RACEWAYS A. All underground conduits shall be PVC schedule 40 (schedule 80 for service entrance) unless for instrumentation or otherwise noted. All bends to grade shall be made with plastic coated rigid aluminum (or rigid galv. steel for instrumentation) conduits and shall extend to 6" above grade . Conduits shall be watertight over the entire length of the underground run. B. Transition to non -plastic coated conduits requires all threads to be sealed using minimum 4 wraps of Scotch #88 electrical tape . C. Install all power, control, and signal w1nng. Label each single conductor wire at each connection with PVC sleeve type wire labels. Label each signal cable at each end with plastic waterproof write-on type label to identify terminal connection and funct ion and device served . C:\Documents an d Setti ngs\charde1\My Documents\OutlookTmp\16410 U ND ERGRO UND .doc 16410-2 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 SECTION 16410 UNDERGROUND Page 3 of 3 D. Where empty conduits terminate into equipment install blank "disc" under grounding bushing and bring specified foo t-marked pull tape through disc. Label each end of each pull tape w ith waterproof plast ic label to identify terminus of other end and also show conduit size . 3.03 WIRING All underground wiring runs shall be installed from line to load without splice . END OF SECTION C:\Documents and Settings\charde1\My Documents\OutlookTmp\16410 UNDERGROUN D.doc 16410-3 City of Ft. Worth Western Hills Lift Stat ion Replacement Project McCreary & Associates , No . 06.067 October, 2009 PART 1 -GENERAL 1.01 SCOPE SECTION 16450 GROUNDING SYSTEM Page 1 of 3 A. Furnish and install complete ground ing systems in accordance w ith Art icle 250 of the National Electr ical Code as shown on the Drawings and as specified herein . B. Provide ground mat grounding electrode system as shown on the drawings and as specified here in. 1.02 SUBMITTALS Subm it manufacturers' catalog sheets w ith catalog numbers marked for the items furnished , which shall include : 1. Ground well cas ings 2. Ground rods 3 . Terminal lugs and clamps 4. Exothermal welding materials 5 . Ground cable 6. Ground connection hardware PART 2 -PRODUCTS 2.01 GROUNDIN G ELECTR ODES A. All ground mat grounding electrodes and grounding electrode conductors shall consist of tin plated stranded copper. B. All ground rods shall be copper clad steel products, 3/4" diameter x 10 foot long , unless otherwise ind icated . Ground rods shall be Blackburn #6258 , or equal. Prov ide heavy duty ground rod clamps equal to Blackburn #GG58 where vertical connections are insta lled and #GUV where U-bolt connectors are installed to serve horizontal connections . Clamps shall be used at rods for the purpose of testing ground rod separately and removing for continuation of grounding system . 2.02 GROUNDING DEVICES A . Connectors shall be furnished as specified under Section 16120. B . Conduit grounding bushings shall be furnished as specified under Section 16110. C. Equipment grounding conductors shall be furnished as specified under Section 16120 . D. Flush cast metal grounding plates shall consist of bronze body with flat plate on top and bolted clamp connector on bottom . Furnish OZ type "VG", or equal flush connectors. Each such connector shall be furnished with silicon bronze connector bolts for installation of top- mounted grounding connectors . C:\Documents and Settings\charde1\My Documents\O utlookTmp\16450 GROUNDIN G SYSTEM.doc 16450-1 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06.067 October, 2009 SECTION 16450 GROUNDING SYSTEM Page 2 of 3 E. Exothermal weld ing kits shall be "Cadweld" products as manufactured by Erico . Molds, cartridges , powder, and accessories shall be as recommended by the manufacturer. 2.03 GROUND TEST WELLS A . Ground test wells shall be furnished each ground rod for the purpose of field testing the ground mat system. B. Ground test wells shall each consist of ground rod with connector attached to a #2 upcomer from the ground mat and contained with in an access well w ith labeled top . C. Ground test well enclosures shall be Oldcastle Precast product #VB-3RT series, or equal. Enclosures shall be 10 1 /4" diameter and shall include cast iron cover with integrally cut "GROUND TEST WELL " in top of cover . PART 3 -EXECUTION 3 .01 GROUND MATS AND GROUND WELLS A . Inst all ground mat around the perimeter and under the new foundations as shown . Use #2/0 AWG tin-plated copper st randed conductor for the ground mat or as shown on the drawings .. Install upcomer with indicated w ire sizes of tin plated copper conductors . Exothermally weld all connect ions. B . Unless other larger sizes are ind icated on the drawings , install #2 upcomers from grou nd mat to Pump Starter or Control Panels , and other equipment indicated on the drawings. C. Install ground rods in test wells where indicated on the drawings . 3 .0 2 WIRING SYSTEMS GROUNDING A . All equipment enclosures , motor and transformer frames , metallic conduit systems and exposed structural steel systems shall be grounded. B . Equ ipment grounding conductors shall be run with all wiring . Sizes of equipment grounding conductors shall be based on Article 250 of the N.E.C. except where larger sizes may be shown . Bond each equipment grounding conductor to the equ ipment grounds at each end of each run . C. Liquid tight flex ible metal conduit in sizes 1" and larger shall be equipped with external bonding jumpers. Use liquid tight connectors integrally equipped with suitable grounding C:\Documents and Settings\charde1\My Documents\OutlookTmp\16450 GRO U NDI NG SYS TEM .doc 16450-2 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 lugs . SECTION 16450 GROUNDING SYSTEM Page 3 of 3 D . Where conduits enter into equipment free of the metal enclosure, i nstall grounding bushing on each conduit and bond bushing lug to equipment ground bus. E. Where conduits enter equipment enclosures , equ ip each penetration i ns ide with grounding bush ing . Install bonding j umper from each grounding bushing to ground bus . F. Equipment enclosures that do not come furn ished with a ground bus , install ground lug in each enclosure that shall be bonded to the metal cabinet or backpan of the enclosure. G. Separately derived systems shall be each grounded as shown and shall comply with Article 250 of the NEC except where higher standards are shown . H. Ground the i nstrumentation panel to the ground mat with a #6 ground wire. 3.03 TESTING A. All exotherm ic weld connections shall successfully resist moderate hammer blows . Any connection which fails such test or if upon inspection , weld indicates a porous or deformed connection , the weld shall be remade . B . All exothermic welds shall encompass 100 percent of the ends of the mate ri als being welded . Welds which do not meet this requirement shall be remade . C. Test the ground resistance of the system . All test equipment shall be furnished by Contractor and be approved by Engineer. Test equipment shall be as manufactured by Biddle or approved equa l. Dry season resistance of the system shall not exceed five ohms . If such resistance cannot be obtained with the system as shown , prov ide add itional grounding as directed by Engineer. END OF SECTION C:\Documents and Settings\charde1\My Documents\OutlookTmp\16450 GRO UND ING SYSTEM .doc 16450-3 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06 .067 October, 2009 PART 1 -GENERAL 1.01 SCOPE A. Th is section covers the general requirements for the instrumentation work . SECTION 16910 Instrumentation Page 1 of 3 B . Auxiliary and accessory devices necessary for system operation or performance , such as relays din connectors , or terminals to interface with other Sections of these Specificat ions , shall be inc luded . 1.02 QUALITY ASSURANCE A. Installer: Qualified with at least 5 yea rs of successful installation exper ience on projects with work sim ilar to that requ ired for th is project. B . NEC Compliance : Comply w ith the National Electrical Code , NFPA 70 , as applicable to wiring and other electrical const ruction of the unit. C. UL Compliance : Provide components with UL listing and labeling for appl icable UL categories . D. Provide complete unit and installation to conform with NFPA-90A. 1.03 SUBMITTALS A . Subm it catalog literature , specification material and installation and operat ion manual for each instrument and device specified herein . B . Subm it outline and dimensional drawings and wiring diagrams to Engineer for review . PART 2 -PRODUCTS 2.01 SURGE SUPPRESSORS A . Surge suppressors for protecting 120vac circuits shall meet UL 1449 , UL 1283, NEMA LS-1 1992, and ANSI/IEEE C62.41 and C62.45. Load current rating shall be 20 amps at 120vac. B . Surge suppressors shall be series connected and shall have a surge current capacity of 10 ,000 amps. C. Surge suppressor shall be Phoenix Contact SFP 1-20/120AC or equal. ENCLOSURES D. Enclosure rating outdoors shall be NEMA 4X and shall be constructed of 304 or 316 C:\Documents and Settings\charde1\My Documents \OutlookTmp\16910 INSTRUM ENT ATION .doc 16910-1 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates , No . 06.067 October, 2009 stainless steel. 2.02 MISCELLANEOUS SECTION 16910 Instrumentation Page 2 of 3 A. Terminal strips for connection of field wiring shall be DIN rail mounted channel mounted terminals suitable for connecting #22 to #12 wire sizes. Terminals shall be solderless box lug type with pressure plate and removable terminal marking strips . Box lugs shall be tin plated copper. Terminals shall be Allen Bradley 1492 HMI series with required DIN rail mounting channel and end clamps . Fused terminals for 24 volt de instrumentation circuits shall be rated 10 57 volts de , shall have blown fuse LED indicator and shall be Allen Bradley 1492 H5 series. Fused terminals for 120 volt ac circuits shall be rated 300 volts ac, shall have neon blown fuse indicator and shall be Allen Bradley 1492 H4 series . Terminal strips shall have factory term inal markers . B. Control relays shall be 3 pole double throw with pin base and matching socket. Furnish Potter & Brumfield model RR3P with 120 volt coil. C. Furnish control panel devices as indicated in the drawings . 120vac pushbuttons , selector switches , and pilot lights shall be NEMA 4X, Allen Bradley type BOOH or equal. Pilot lights shall be transformer type and shall have push to test option . D. Furnish intrusion detection devices for equipment panels , doorways , and hatches to be located as indicated in the drawings . Intrusion Detectors shall be Class 9007 heavy duty limit switches by Square-D, stainless steel proximity switches by GO SWITCH , or SENTROL 2200 Series Miniature Surface Mount Intrusion Detectors with stainless steel armored cable (McMaster Carr Cat. # 8039A51 ). For Class 1, Div . 2 wet well hatch locations furnish and install stainless steel proximity switches by TopWorx GO SWITCH Cat. # 81-20523-A2 with intrinsic safety barrier installed in pump control panel. PART 3 -EXECUTION 3.01 INSTALLATION GENERAL A. Permanently mount the instruments , and all required appurtenances in accordance with manufacturer's requirements. All work shall be done in accordance with industry standards, the NEC, ISA recommendations and in a workmanship like manner. B. Calibrate, and test all instruments . C. Certify that all instrument installations and calibrations are done in accordance with ISA and the manufacturer's recommendations. D . Provide completed ISA calibration sheets for all new instruments provided. E. All surge suppression devices shall be grounded with minimum #8 ground wire. 3.02 OPERATIONS AND MAINTENANCE MANUALS C:\Documents and Settings\charde11My Oocuments\Outl ookTmp\1691 0 INSTRUMENTATION.doc 16910-2 City of Ft. Worth Western Hills Lift Station Replacement Project McCreary & Associates, No . 06 .067 October, 2009 SECTION 16910 Instrumentation Page 3 of 3 A. Six (6) weeks prior to the completion of the project , compile an Operations and Maintenance Manual on the instrumentation equipment. These manuals shall include detailed instructions, periodic cal ibration requ irements and maintenance, as well as recommended spare parts lists. B . Submit for review per appropriate sections in other parts of the spec ifications . END OF SECTION C:\Documents an d Settingslcharde1\My Documents\OutlookT mp\1691 0 IN ST RUMENTATION .doc 16910-3 I . J PERFORMANCE BOND THESTATEOFTEXAS § Bond No. TXIFSU0506939 KNOW ALL MEN BY THESE PRESENTS: That we (1) Laughley Bridge & Construction, Irie. a (2) Corporat'ionof Aledo, TX hereinafter called Principal, and (3) International Fidelity Insurance ~ompany a corporation organized and existing under the laws of the State _N_;;..J __ and fully authorized to transact business in the State of Texas, as Surety, are held and fumly bound unto the City of Fort Worth, a municipal corporation · organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: ~T=h=r-'e-'e~H~u=n~d=r~e~d~E~l~· e~v~e~n~T~h .... o~u=se.-a=n=d"'-"""a __ n ___ d-=n""'o.,_/""'1-'-0-'0 _____________ ($ 311, O O O . 0 0 ) Dollars in lawful money of the-United States, to be paid in Fort Worth, Tanant County,. Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, finnly by these presents. THE CONDITION OF TIIlS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the /'i,th day of {'11t y , A.D. 2010, a copy of which is hereto attached and made a part hereof: for the construction of: Western Hills Lift Station Replacement Project designated as Project No .(s) 01316, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereil;lafter referred to as the ''work". NOW THEREFORE; if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all clainls and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which _the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. F-1 i !. . f i PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no _____ cQange, ,extension of tim~, alteratio~ __ or_ addition to . ~e terms of the co,in;act or to1 the work to Q.e peefonned thereunder o~ the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alt~ration or addition to the te1ms of the contract or to'the work or to the specifications . IN WITNESS WHEI_ZEOF, this instrument is executed in _4_ counterparts each one of which shall be deemed an original, this the / 'o day of Mc y A.D., 2010. ATTEST: pal) Secreta1y (SEAL) '~wT;;s as to Principal 1593 Hunterglen, Aledo, TX 76008 (Address) ATTc!:, / ~ . Ln~rt/kc Cindy Fowlerfsurety) Secretary (SEAL) Melissa Pitts Witness as to Stirety 2711 N. Haskell Ave., Ste. BOO, Dallas, TX 75204 (Address) F-2 Inc. 1593 Aledo, TX 76008 (Address) International Fidelity Insurance Company Surety One Newark Center, Newark, NJ 07102 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) (2) (3) (4) (5) · Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct name of Surety If Contractor is Partnership all Partners should execute Bond A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact .. PAYMENT BOND THE STATE OF TEXAS § Bond No. TXIFSU050 6939 COUNTY OF TARRANT ···-····--I I ' § KNOW ALL MEN BY THESE PRESENTS: That we (I) Laug hl ey B;-idge & Con struction, I nc . a (2) Corporat ion ~f Al e d o , TX hereinafter called Principal and (3) Internatio;.,a l Fide lity I nsurance Company , ) ·• . ' a corporation organized and existing under the laws of the State of _N_J ___ and fully a~orized to transact business in the State of Texas, as Sw-ety, are held and finniy bound unto the City of Fort Worth, a municipal corporati on organized and existing under the laws of the State of Texas, hereinafter· called Owner, and unto all person, finns, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of: Thr ee Hundred Eleven Thousand and no/100 ($ 311 , ooo · oo ) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ours elves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract w ith.the City ofFort Worth, the Owner, dated the /0 day of /IAry A.D., 2010, a copy of which is hereto attache d and made a part thereof, for the construction of: Western Hills Lift Station Replacement Project designated as Project No.(s) 01316, a copy of which contract is hereto attached, referred to and made a pait hereof as fully and to the same extent as if copied at l~ngth herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to. all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all sue~ claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statute.s . F"3 PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tan-ant County, State of Texas, tqat the said Surety, for value received, hereby stipulates and agrees that uo change, extension of time, alteration or addition to the terms of the contract or to · the work to be perfo1med thereunder or the --'--'a .......... ,---'-' ... sp,µ.e.cifications. accompanying the same_sha n in any ,;vis~ affect it~ obligation....on-this bond,. and it does..her.eby-w.aive , 1 . ' ! ·i . t · notice of any such change, extension ohime, alteration or addition to the terms of the contract_ or to the work· or to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in _4_ counterparts each. one of which shall be deemed an original, this the /tJ day of Mry A.D., 2010. j ;~al) Seoreuny (SEAL) U.k:f~" itn ss o p1incipal 1593 Hun t e rg len , Aledo , TX 7 6 00 8 (Address) AITES::. '2 ~,,; ~ Ci ndy Fo i:1 (Surety) Secretary (SEAL) Me l issa Pitts witness as to Surety r 27 1 1 N·:-Haskell Ave., Ste. 800 (Address) Dallas, TX 75204 Laughley Bridge & Const r uction, Inc . 1593 TX 7 6 008 . I nte rna tiona l Fidel ity Insu r a nce Comp a n y BY, ~r;r-~ Bev e rly M. ~ mey-in-fact) (5) F-4 One Newark Center, New a rk, NJ 0710 2 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individua~ ai; case may be (3) Correct name of Surety (4) If Contractor · is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.· MAINTENANCE BOND THE STATE OF TEXAS § Bond No. TXTFSU0506939 ---------------··----·-·--.. ---·-----+---+----+--· COUNTY OF TARRANT § KNOW ALL :MEN BY THESE PRESENTS: That (1) Laughley Bridge & Constructio~, I~s. Principal, acting herein by and through (2) Corporation its duly authorized and (3) International Fidelity Insurance Com~aw co1poration organized under the laws of the State of NJ as surety, do hereby aclmowledge themselves to be held and bound to pay unto the City of Fo1t Worth, a Municipal Corporation, chartered. by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tammt County, Texas the sum of Three Hundred Eleven Thousand and no/100 ($ · 311, o O o . o o ) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors,jointly and severally. This obligation is conditioned, however; that, \VHEREAS, the Principal has entered into a certain contract with the City of Fort W01th, dated /'o day of ftlt, 'j , 2010 for the performance of the following described public work and the construction of the following described public improvements: . Western Hills Lift Station Replacement Project all of same being refen·ed to herein and in said contract as the Work and being designated as Project No.(s) 01316; andsaid contract, including all of the specifications, conditions and written instruments referred to therein as contract' documents. being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and, WHEREAS, in said Contract, Contractor binds itself to use such mate1ials and to so construct the work that it will remain in good repair and· condition for and during the period Two (2) Years after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of TWO (2) YEARS ; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, · - WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement fo maintain, repair or - · reconstruct said work in accordance '?{ith all the terms and conditions of said Contract, these presents shall be null F-5 ·. ! -;. and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the f}.111 amount hereof is exhausted. ·-···--WHEREAS, all parties covenant _and agl"ee that-i{ally legal action be filed upon this bond , venue shaJI lie in Tarrant County, Texas; and, · lN WITNESS WHEREOF, this instrument is executed in _4_ counterparts, each one of which shall be deemed an original, dated ftll, y ('I> . 2010 . ATTEST: cipal) Secretaiy (SEAL) 1tnes ; to Principal 1593 Hunterglen, Aledo, TX 76008 (Address)· ATTEST: ·ldl~1o~ Cindy Fowl(Surety) Secreta1y .. / (SEAL) ~~ . Melissa -Pitts.Witness as to Surety · 2711 N . Haskell Ave ., Ste . 800, Dallas, TX 75204 (Address) Laughley Bridge & Construction, Inc. RINCIPAL (4) International Fidelity BY:._~"'1,.a~~-J..-...L.~--J~~!:::::"kl'-"".c.._ Beverly M. rimble (Att ey-in-fact) (5) F-6 One Newark Cen er, Newark, NJ 0710 2 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) · Correct Name of Contractor (2) A Corporation, a . Partnership or an Individual, as case may be (3) Correct name ofS~ty ( 4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. Tel (973) 624-7200 POWER OF ATTORNEY INTERNATIONAL FIDELITY INSURANCE COMPANY HOME OFFICE: ONE NEWARK CENTER, 20TH FLOOR NEWARK, NEW JERSEY 07102 -5207 KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing laws of the State of New Jersey, and having its principal office in the City of Newark, New Jersey, does hereby constitute and appoint · cYNrtt1A\vkrs6i.i" FowLER, coNNrn JEAN i<REciE1.:·Li.:oYD RAY . i>irrs·:·1i~;··1iEvERLYi1:· rRirviriLEi ··· ················ JEFFREY TODD MCINTOSH Dallas, TX. . ........................................................ ············ ......... . .... .. its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bond s and undertakings , contracts of indemnity and other writings obligatory m the nature thereof, which are or may be allowed, required or permitted by law, stature, rule, regulation , contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as bincfmg upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY , as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office . This Power of Attorney is executed, and may be revoked, pursuant to and by authority of Article 3-Section 3, of the By-Laws adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting called and held on the 7th day ofFebruary, f974 . The President or any Vice President, Executive Vice President, Secretary or Assistant Secretary, shall have power and authority (1) To appoint Attorneys-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings , contracts of indemnity and other writings obligatory in the nature thereof and, (2) To remove, at any time, any such attorney-in-fact and revoke the authority given . Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 29th day of April, 1982 of which the following is a true excerpt: Now therefore the signatures of such officers and the seal of the Company may be affixed to any such rower of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile sea shall be valid and bind mg upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached . IN TESTIMONY WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer , this 16th day of October, A.D . 2007. STATE OF NEW JERSEY County of Essex INTERNATIONAL FIDELITY INSURANCE COMPANY ~~~ Secretary On this 16th day of October 2007, before me came the individual who executed the precedin_g_instrument, to me personally known, and, being by me duly sworn said the he 1s the therein described and authorized officer of the INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seal affixed to said i~strument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal , at the City of Newark , New Jersey the day and year first above written . CERTIFICATION A NOT ARY PUBLIC OF NEW JERSEY · My Commission Expires Nov. 21, 2010 1, the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By-Laws of said Company as set forth in said Power of Attorney, with the ORIGINA:J,S ON IN THE HOME OFFICE OF SAID COMP ANY, and that the same are correct transcripts thereof, and of the whole. of the said ongmals, and that the said Power of Attorney has not been revoked and is now in full force and effect IN TESTIMONY WHEREOF, I have hereunto set my hand this clay of Assistant Secretary IMPORTANT NOTICE To obtain information or make a complaint: You may call International Fidelity Insurance Company's toll-free telephone number for information or to make a complaint at: 1-800-333-4167 You may also write to International Fidelity Insurance Company at: Attn: Claims Department One Newark Center, 20 1 h Floor Newark, NJ 07102 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. 0. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the (agent) (company) (agent or the company) first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document. A VISO IMPORT ANTE Para obtener informacion o para someter una queja: Usted puede Hamar al numero de telefono gratis de International Fidelity Insurance Company's para informacion o para someter una queja al: 1-800-333-4167 Usted tambien puede escribir a International Fidelity Insurance Company: Attn: Claims Department One Newark Center, 20th Floor Newark, NJ 07102 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. 0. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el (agente) (la compania) (agente o la compania) primero. Si nose resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE A VISO A SU FIANZA DE GARANTIA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. PART G-CONTRACT THE STATE OF TEXAS § COUNTY OFT ARRANT § THIS CONTRACT, made and entered into ___ M_,_,y~l~S~,~Z~o~/~O~---------- by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do , Party of the First Part, hereinafter termed "OWNER", and L.A"'i.i L+'-'?j B a..,o '-a e:: ~ Lotl$T]~ 1 ov ,L c.. . of the City of AvEVo , County of ?~ and State of \ ~ Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and perfonned by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said Party of the First Part (Owner) to commence and complete certain improvements described as follows: WESTERN HILLS LIFT ST A TION REPLACEMENT PROJECT and all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery , equipment, tools, superintendence, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats , blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contract Documents and General Specifications , all of which are made a part hereof and collectively evidence and constitute the entire contract. The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him , and to substantially complete same within the time stated in the proposal. G-1 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX , The Owner agrees to pay the Contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and a ll approved modifications thereof, and to make payment on account thereof as provided therein . IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in ____ in the year and day first above written. City ofFort Worth, Texas (Owner) Party of the First Part Fernando Costa, Assistant City Manager Party of the Second Part -L-~~~ Bwu,f Contractor WITNESSES: i -~v ~ALRECO S. Frank Crumb, P .E ., Director Water Department ATTEST: (SEAL) Assista t City Attorney Contract Authorizat i o a Date G-2 6/)~}10 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX APPENDIX "A" SELECTED STANDARD DETAILS FROM FWWD GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS 4' i------------4' ------------- t-3" 3"---i~Project Title == 1" B~"~ Funding ~-----t-3·· 1l· Contractor:------. 1 .. ~-i-Contractor's Name I ,:. 1~" j Questions on this Project Call:~ ; .. 1~" (817) 392 -xxxx _t 1" 1~" -C After Hours Call: (817) 392 -XXXX i- i 2~ • 2 R 1" TYP . FONTS: FORT WORTH LOGO IN CHEL TINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS : FORT WORTH • PMS 288 • BLUE LONGHORN LOGO • PMS 725 • BROWN LETTERING • PMS 288 • BLUE BACKGROUND • WHITE . BORDER • BLUE 1"TYP. NOTES: IF APPLICABLE TO THE PROJECT, CONTRA.CTOR SHALL OBTAIN VINYL STICKER "CITY GAS LEASE REVENUE IN ACTION"/ LOGO AT CDR SIGN AND ENGRAVING, 6311 EAST LANCASTER AVE (817-451-4684), PEEL AND PLACE IN FUNDING SECTION. PROJECT DESIGNATION SIGN CITY OF FORT WORTH -CONSTRUCTION STANDARD DRAWING NO. 1 - H DATE: .J I . , -~. Pipe Size 411 611 8" 1011 1211 1611 20'1 2411 3011 611 4211 48 11 "51-1'' NOTES: ---· ···:, ... ----··-···· -· ------ 150 P.S. J.G test pressure and 3000 P.S.F. soil bearing value. 1500 # Concrete - X Bend II E II 1500# Concrete HORIZONTAL BLOCKING TABLE ~·-D i me n s i on 1 1 XII May Va r y I f Ne c e s s a r y To P r o v i de Be a r i n g Against Undisturbed Trench Wall X-a', Dim. Ft. l .. 1. 5 1. 5 r. 5 1. 2 2 2 2.5 11 ° ·-J 5 I 22° -30' 45° 90 ° Tee & Plug "C' I Min. Max. Min. Ma x . IIAII Area Vol. II II Area Vol. .90 .95 • 90 .05 .91 .82 .05 .90 .95 .90 .05 I. 05 l. 10 .05 l. 3 I. 99 .05 1.19 1.41 .90 .95 .90 .05 1.41 2.00 .05 l .86 3.47 • 1 1.57 2.4 .90 1.26 I. 60 .05 l. 79 3. 20 · • l 2. 18 5.b2 .2 l.99 3.9 l. l 0 1.48 2. 0 . 1 2. 14 4.50 . 2 2.83 8.00 • 3 2.38 5.65 1. 41 2.00 4.00 2.8 8.00 .4 i'+. 1 0 . 65 1. 77 2.54 6.20 3.52 12.40 .6 4. 70 .oo l. 15 .95 5.65 32. 00 l. 85 1. 75 7.05 ~9,80 3.4 8.50 72.00 Minimum areas shown are in square feet. Volumes shown are in cubic yards. Vertical dimensions of all block bearing areas shall be Identical to the horizontal dimension shown. HORIZONTAL BLOCKING DETAIL .. 1-i-78 FIGURE 9 E-1-20 Material E-2-20 Construction I APPENDIX "B" GEOTECHNICAL REPORT WESTERN HILLS LIFT STATION REPLACEMENT GLOBE ENGINEERS, INC SEPTEMBER 2009 ------""-GLOBE Engineers, Inc. Geote chnica l, Environme n tal , Mate rials Testing GEOTECHNICAL INVESTIGATION FOR PROPOSED WEST E RN HILLS LIFT STATION AT 2717 GL E NROCK DRIV E FORT WORTH , TARRANT C OUNTY, TEXAS PROJECT NUMBER: 09231 REPORTED TO : Mr. Chris Harder, PE Fort Worth Water Department 1511 11th Avenue Fort Worth , Texas 76102 SEPTEMBER 2009 PREPARED BY : GLOBE ENGINEERS, INC. 178 19 D ave np ort Rd ., Suite 240 , Dallas , Texas 75 252 + Offi ce: 972-7 13-303 0 + Fax: 972-71 3-3 02 9 7524 Sand Street , Fort W orth , TX 76 118 + Offi ce: 817-284-5 151 + Fax: 8 17-284-5 154 ~ A ~---------------------------------------~ September 11 , 2009 Mr. Chris Harder, PE Fort Worth Water Department 1511 11th Avenue Fort Worth , TX 76102 Gentlemen : Geotechnical Investigation Proposed Western Hills Lift Station 2717 Glenrock Drive Fort Worth, Tarrant County, Texas GLOBE Engineers, Inc. Project No. 09231 This report presents the results of the Geotechnical Investigation performed at the site of the above referenced project located in Fort Worth , Texas . Our engineering analyses as well as the results of our field and laboratory investigations are included in this study. We appreciate the opportunity to be of assistance on this project. Please feel free to contact us if you have any questions or if we can be of further service . Sincerely , Globe Engineers, Inc. -~'"''' --t. OF r~~, /0:,"'.~·*·······~.s>\ .!-k:' ···*'• f*:' ···*~ ., ... , ................... , ... .,_ '-FAY SAREMI '-\•••, ................... , ... j ','°... 61151 /g;J .:2~ (] · -'l1~1CcNS~~-·~.,r T .2)~;• ...... •:__\:>~ ',llONA\. t.°".-,,,,_ ... Fay Saremi , PE , PMP Principal Project No . 09231 -Page 2- GLOBE Engineers, Inc. Table of Content 1.0 EXECUTIVE SUMMARY .............................................................................................................................. 5 2.0 AUTHORIZATION ......................................................................................................................................... 7 3.0 INTRODUCTION ............................................................................................................................................ 7 3 .1 P ROJECT D ESCRIPTION ................................................................................................................................... 7 3.2 SITE D ESCRIPTION .......................................................................................................................................... 7 3.3 S COPE OF W OR.K ............................................................................................................................................. 7 3.4 REPORT FORMAT ............................................................................................................................................ 7 3.5 SUB SURF ACE EXPLORATION ........................................................................................................................... 8 4.0 SUBSURFACE INVESTIGATION ................................................................................................................ 8 5.0 LABORATORY INVESTIGATIONS .......................................................................................................... .-.9 6.0 SUBSURFA CE CONDITIONS ..................................................................................................................... 10 6.1 STRATIGRAPHY ............................................................................................................................................. 10 6.2 SUB SURF ACE W ATER C OND ITIONS ............................................................................................................... 10 6.3 CONSTRUCTION V ARlATIONS ....................................................................................................................... 10 7.0 ANALYSIS AND RECOMMEN DATIONS ................................................................................................. 11 7.1 P OTENTIAL VERTICAL MOVEMENTS ............................................................................................................. 1 1 7.2 FOUNDATION RECOMMENDATIONS .............................................................................................................. 11 8 .0 GRO UNDWATER CONTROL .................................................................................................................... 12 . 9.0 SITE DRAINAGE .......................................................................................................................................... 12 10.0 FOUNDATION SETTLEMENT .................................................................................................................. 13 11.0 RECOMMENDED SPECIFICATIONS FOR CONTROLLED EARTHWORK PLACEMENT ......... 13 12.0 LIMITATIONS .............................................................................. ; ................................................................ 16 Project No . 09231 -Page 3- ~ ~ ~-----------------------------------------...;;~ •:·-,.. ------------------------------------------~" FIGURES Figure 1 Figure 2 APPENDIX A Boring Logs LIST OF FIGURES AND APPENDICES Site Locat ion Map Boring Location Map Key to Soil Classifications and Symbols Project No . 09231 -Page 4- GLOBE Engineers, Inc. .,:,"-________________________________________ ......;;;;. .... ,. M •• ,.------------------------------------------... ,1! ... GLOBE Engineers, Inc. 1.0 EXECUTIVE SUMMARY Globe Engineers , Inc. has completed a Geotechnical Exploration for Western Hills Sanitary Sewer Lift Station at 2717 Glenrock Drive in Fort Worth, Texas. The results from this Exploration are briefly summarized in the following table. The text of the report should be reviewed for a discussion of these items. TYPICAL GENERAL SUBSURFACE CONDITIONS ENCOUNTERED DEPTH o· to 10 · Silty/Sandy Clay and Clay with medium to high swell potential. Rock Part ially Weathered Rock (PWR) or Limestone was observed at bor ing loca t ion during drilling . Groundwater Groundwater was not encountered at the time of drilling at boring location. ANTICIPATED FUTURE CUT AND/OR FILL Per Site At the t ime of our exploration , the project site was relatively flat. Some cut or fill is Observations anticipated to bring the site to final grade . GEOTECHNICAL CONCERNS Exi sting Fill Ex ist ing f ill was observed during drilling at boring location. Potential Vert ical The Potential Vertical Movements (PVM) and associated effective Plasticity Index is on Movements the order of appro x imately 2.0 inches . Th is value is highly dependent on the moisture cond it ions of the soil and time of the year that the test is taken . Mature Trees Mature trees were not observed at project site . Groundwater Groundwater should not be encountered in the excavation requ ired for wetwell and vault installation below a depth of 30 feet. RECOMMENDATIONS Wetwell and An allowable end-bearing pressure of 30 kips/sf may be used to des ign Wetwell floor Vault design supported in gray limestone below a depth of 20 feet. An allowable end-bearing pressure of 8 kips/sf may be used to design Vault Valve floor foundation supported in tan weathered limestone below a depth of at least ten (10) feet. Equipment Pads The shallow foundation may be used at the site below existing ground surface. The foundation system including their steel reinforcement should be designed by a structural engineer to withstand the estimated. vertical soil movement that could be expected at this project. Foundations supported on at least 24 inches of select fill material may be designed on a net, maximum allowable bearing capacity of 1,500 PSF . Project No. 09231 -Page 5- ii------------------------------------------iii •;=,.-----------------------------------------.,'" Eng ineered Fill GLOBE Engineers, Inc. The mater ial used as se lect fill , if needed , should consist of a non-active sandy clay or clayey sand type substance , having a Plast icity Index (P.I.) varying from 8 to 15 . The purpose of this geotechnical exploration is to evaluate some of the physical and engineering propert ies of subsurface materials at the subject si te w ith respect to formulation of appropriate geotechnical design parameters . Recommendations provided in this report have been developed from information obtained in test borings representing subsurface conditions only at the specific boring locations and at the particular time designated on the logs . Subsurface conditions at other locations may differ from those observed at the boring locations . The scope of work is not intended to fully define the variabi li ty of subsurface materials that may be present on the site . The nature and extent of variations between borings may not become evident until construction . If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on-site observations and tests. I Project No . 09231 ~ A i"i-------------------------------------------1• -Page 6- e.,-·,.----------------------------------------~i! GLOBE Engineers, Inc. 2.0 AUTHORIZATION This investigation has been authorized by Mr . Chris Harder, PE with City of Fort Worth Water Department on August 26 , 2009 and performed in accordance with Globe Engineers, Inc. Proposal number 09231 P dated August 24, 2009. 3.0 INTRODUCTION 3.1 Project Description The study reported herein is an investigation of subsurface conditions for the Proposed Western Hills Sanitary Sewer Lift Station located at 2717 Glenrock Drive in City of Fort Worth , Texas . The new construction will replace the existing lift station located across the street. The new lift station will consist of a reinforced concrete wetwell, approximately 8' x 8' square, and 20' deep, along with a reinforced concrete valve vault, 6' x 10', and 1 O' deep . In addition, a reinforced concrete driveway and generator slab will be installed on the property. 3 .2 Site Description The Project Site is located south of IH 30 and west of Carswell JRB at 2717 Glenrock Drive in Fort Worth, Texas . The site is covered with medium to tall vegetation . Multi-family apartment complex is located to the east of property and electric transmission lines are located north of property . 3.3 Scope of Work The principal purposes of this investigation were to: 1) Develop subsurface soil and rock stratigraphy at the boring locations; 2) Provide recommendations for foundation design parameters ; 3) Provide site preparation recommendation . 3 .4 Report Fo rmat The first section of this report will describe the field and laboratory phases of the study. The remaining sections present our recommendations to guide design and preparation of plans and specifications. Boring logs and laboratory test results are presented in the Appendix A section of this report. Project No . 09231 -Page 7- L A •1-----------------------------------------r• !'.i-,,------~----------------------------------.._i! GLOBE Engineers, Inc. 3.5 Subsurface Exploration The subsurface exploration at the site was accomplished by means of one (1) undisturbed sample core borings drilled to depths of thirty (30) feet below existing ground surface on Wednesday, September 2, 2009 . Approximate location of test boring is shown on the attached Boring Location Plan in Figure 2. 4.0 SUBSURFACE INVESTIGATION The subsurface investigation consisted of drilling three-inch nominal diameter core borings . Undisturbed samples of the cohesive soils were obtained from the borings by means of thin-wall, seamless steel Shelby tube samplers, in accordance with the ASTM D-1587 method. The shear strength of the cohesive soil samples was estimated by hand penetrometer in the field. To evaluate the relative density and consistency of harder formation, Texas Department of Transportation Cone Penetrometer tests were performed at selected locations. The actual test consists of driving a three-inch diameter cone with a 170-pound hammer freely falling 24 inches . In hard materials , the penetrometer cone is driven with the resulting penetration , in inches , accurately recorded the first and second 50 blows for a total of.100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. In relatively soft materials , the penetrometer cone is driven one foot and the number of blows required for each six-inch penetration is tabulated at respective test depths, as blows per six inches on the log. The results of these tests are shown on the attached boring logs in Appendix A . All undisturbed samples were extracted mechanically from the core barrels in the field, classified, wrapped . in aluminum foil, and sealed in airtight plastic bags to prevent moisture loss and disturbance. The samples were transported to our laboratory for testing and further study. Project No. 09231 -Page 8- ~ A ii-------------------------------------------iii GLOBE Engineers, Inc. 5.0 LABORATORY INVESTIGATIONS All samples from borings were examined and classified in the laboratory by a soil engineer, according to procedures outlined in ASTM 0-2488 . Laboratory tests were performed on selected soil samples in order to evaluate the engineering properties of the soil in accordance with the indicated standard procedures : LABO RA TORY TESTS Atterberg Limits (L.L., P. L., P.I.) Soil Moisture Content Unconfined Compressive Strength Soils Classification Percent Passing #200 Sieve Free Swell Test Potential Vertical Rise (PVR) STANDARD TESTS ASTM D-4318 ASTM 0-2216 ASTM D-2166 ASTM D-2487 ASTM 0-1140 ASTM-4546 Tex-124E Classification Tests: Classification of soils was verified by natural moisture content , atterberg limits and #200 Sieve tests were performed on appropriate cohesive and non-cohesive samples. These tests were performed in accordance with American Society for Testing and Materials (ASTM) procedures . The results of these tests are presented at the respective sample depths on the boring logs . Strength Tests: Unconfined compression tests were performed on selected samples of cohesive soils. Water content and dry unit weight of the foundation soils were determined as routine parts of the unconfined compression tests . Project No . 09231 -Page 9- GLOBE Engineers, Inc. 6.0 SUBSURFACE CONDITIONS 6 .1 Stratigraphy Specific types and depths of subsurface strata encountered on the site are shown on the attached boring logs in Appendix A. Review of the boring logs indicates that generalized stratography is approximately as follows : Boring B-1 Stratum No. Avg. De1;1th {Feet} Descri1;1tion of Strata I 0.0 -6.0 Fill Mixed SIL TY CLAY with Broken Rocks and Roots (CL) - II 6.0 - 8.0 Light Brown and Orange SANDY CLAY (CL) 111 8.0-10.0 Gray CLAY with Calcareous Nodules and Fuel Odor (CH) IV 10.0 -30.0 Tan Limestone with Weathered Seam Layers and Occasional Clay Seams . Gray Limestone@ 17'. The near surface soils are "CL " type soils when classified by the unified soils classification system. This type soil normally exhibits high swell potential during seasonal moisture variations . 6.2 Subsurface Water Conditions All the borings were advanced using dry auger drilling methods in order to observe groundwater seepage levels. At the time of this investigation, water seepage was not encountered during drilling, upon completion, and end of day. 6.3 Construction Variations The information contained in this report summarizes conditions found on the date that the borings were drilled. The depth to the static water table may be expected to vary wtth the environmental variations, such as frequency and magnitude of precipitation and the time of year that construction begins . Project No . 09231 -Page 10 - ~ A •1------------------------------------------1- ,.r,-,.-----------------------------------------"L!': GLOBE Engineers, Inc. 7.0 ANALYSIS AND RECOMMENDATIONS 7 .1 Potential Vertical Movements Potential Vertical Rise (PVR) calculations were performed using the Texas Department of Transportation (TxDOT) Method 124-E in conjunction with engineering judgment and experience . The Potential Vertical Movements and associated effective Plasticity Index is on the order of 2 .0 inches. Considerably more movement will occur in areas where posit ive drainage of surface water is not maintained or if soils are subject to an outside water source , such as leakage from a util ity line or subsurface migration from off-site locations. 7.2 Foundation Recommendations 7.2.1 Wetwell and Valve Vault Foundation Information available to this office indicates that the proposed construction at the site will consist of wetwell and valve vault foundation systems. During our investigation , we have encountered two stratums suitable for construction of wetwell and vault installation: o The following design parameters can be used for reinforced concrete valve vault , 6' x 10', and 10 ' deep dimensioned into the underlying Tan Weathered Limestone: Minimum Depth 1 O feet Net Bearing Pressure 8 kips /sq. ft. D The following design parameters can be used for reinforced concrete wetwell with approximate dimensions of 8' x 8' square , and 20' deep dimensioned into underlying Gray Limestone : Minimum Depth 20 feet Net Bearing Pressure 35 kips /sq . ft . . Project No. 09231 -Page 11 - ~ A ., __________________________________________ ,. ,,,-,.-----~---------------------------------,'" GLOBE Engineers, Inc. 7.2.2 Equipment Pads A reinforced concrete slab can be used for equipment pads. The foundation must be monolithic, properly reinforced and sized to provide the necessary mass in order to function properly by absorbing and transmitting the operating loads into the foundation and subsoil below . A net allowable soil bearing capacity of 1,500 pounds per square foot (PSF) may be used for design of foundation system using a safety factor of two (2). Review of the Atterberg Limits determinations indicates that the surface soils are "CL" type so ils , which may exhibit high expansion during seasonal wetting and drying cycles . The potential mo_vement expected at this site can be reduced by the placement of select fill soils . The amount of reduction in the movements upon completion of select fill placement is tabulated below: Thickness of Select Fill Potential Movement (Inches) ( +/-Inches) 0 2 .0 24 1.0 The exterior portions of foundation along the perimeter of the new equipment pad and about five feet away from the foundation should be backfilled with sandy clay or clayey sand soils. The backfill soil should be placed according to section 11 of this report. 8.0 GROUNDWATER CONTROL During drilling activities, ground water was not encountered. Therefore , water seepage may not be anticipated during foundation excavations. However, if any water seepage is encountered during construction , pumping from foundation excavations with pumps or other conventional de- watering equipment should be sufficient. 9.0 SITE DRAINAGE In order to remedy construction problems, which may develop if attempts are made to work the surface materials following prolonged periods of rainfall which are common to this area, it is recommended that prior to starting any work at the site that proper construction drainage is to be . provided to maintain a relatively dry construction site . All pavement and sidewalks within 5 ft of the structure should be sloped away from the building to prevent ponding of water around the Project No . 09231 -Page 12- ~ A ~,-----------------------------------------~·~ GLOBE Engineers, Inc. building. Final grades within 5 ft of the structure should be adjusted to slope away from the structure at a minimum slope of 2 percent. Positive drainage should be maintained at all times to prevent saturation of exposed soils in case of sudden rains . Rolling the surface of disturbed soils will also improve runoff and reduce the fill soil moisture and construction delays . Site grading operations, where required, should be performed in accordance with the section 11 of this report. 10.0 Foundation Settlement A detailed settlement analysis was not within the scope of this study . It is anticipated that the footings designed , using the recommended allowable bearing pressures, will experience small settlements that will be well within the tolerable limit for the proposed structure. 11.0 RECOMMENDED SPECIFICATIONS FOR CONTROLLED EARTHWORK PLACEMENT 11.1 Site Preparation: Preparation of the site for construction should include removing and disposing all vegetation and foreign materials such as concrete pavement, timber, logs, trees , grass, roots , etc. 11 .2 Clearing Area to be Filled: In areas where fills are desired , the stripped surface shall be · scarified to a depth of at least 6 inches for un iform compaction . All trees , stumps, brush , roots , vegetation , rubbish , and any other undesirable matter should be properly removed and disposed of. The scarified surface shall be free from large lumps and uneven surfaces . 11 .3 Compacting Area to be Filled: After clearing and scarifying the area to be filled , the subgrade soils shall be compacted mechanically to at least 95 percent of standard Proctor maximum dry density (ASTM D-698) and at a moisture content within optimum and five (5) percent above the optimum moisture for clayey soils or within -3 to +3 percentage points of the material's optimum moisture for sands and clayey sand. 11.4 Fill Material : Materials to be used for fill should be approved by the geotechnical engineer. On-site soil and/or rock can be used as random fill, provided that such material is free from vegetation and other deleterious substances. No fill material shall contain rocks or lumps having a diameter larger than 6 inches . Project No. 09231 -Page .13 - iii ....... ________________________________________ ...;;; ... ,. ,;-.. ---------------------------------------... '" GLOBE Engineers, Inc. 11 .5 Depth and Mixing of Fill Layers: The fill materials shall be placed in level, uniform layers . Each layer shall be thoroughly blade mixed during spreading to insure uniform compaction. These materials shall be placed in eight (8) inch loose lifts with compacted thickness not to exceed 6 inches per lift . The compacted field density and in-situ moisture content shall conform to that specified for random fill . 11.6 Rock: There shall be no rock incorporated within the fill that exceed six (6) inches in its greatest dimension, and no large rocks will be permitted within twelve (12) inches of the finished subgrade. 11 . 7 Compaction of Fill Layer: Compaction equipment shall be capable of compacting all fill soils to the specified density . Compaction of all fill shall be accomplished with the material at the specified moisture content. Each fill layer shall be compacted uniformly w ith sufficient effort to achieve the specified minimum degree of compaction. 11 .8 Amount of Compaction : After each fill layer has been placed , mixed, and spread evenly , it shall be thoroughly compacted to the specified density . All slight-to-moderately expansive materials (soils with a plasticity index, Pl , below 25 and limestone) shall be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D-698). Expansive soils (soils with plasticity index equal to or greater than 25) shall be compacted to at least 95, but not exceeding 100 percent of Standard Proctor. 11 .9 Moisture Content: All fill material shall be compacted at the appropriate moisture content as defined for the particular soil or rock type. The compacted moisture content of all soils shall be within the range of optimum to five (5) percentage points above for clayey material's and within plus or minus three (3) percent of optimum for sands and clayey sands materials as defined by ASTM D-698 . The compacted moisture content of limestone or other rock-like materials is not considered crucial, provided that the proper degree of compaction is attained. 11.10 Field Density: Field density tests of fill and/or backfill shall be controlled by an Engineering Testing Laboratory. Density tests shall be taken in the compacted material below the disturbed surface . When these tests indicate that the density of any layer of fill is below the required density, the particular soil or rock layer shall be reworked until the proper dens ity and/or moisture content is achieved. Field density tests shall be performed at a rate of at least 1 test per lift per each 500 cubic yards of material placed. Project No . 09231 -Page14- ... GLOBE Engineers, Inc. 11.11 Slope Control: Embankment slopes should not exceed a ratio of three (3) horizontal to one (1) vertical for either fill or cut slopes . In areas where cut or fill slopes exceed 3 feet in depth/height, a detailed slope stability analysis is recommended. For slopes less than or equal to 3 ft in height, a slope ratio of three (horizontal) to one (vertical) shall not be exceeded . Any slope , existing or proposed, exceeding three (3) feet in height should incorporate stabilization methods to include erosion control, embankment stabilization and other slope control measures as required by slope control specialist. 11 .12 Supervision: Supervision by the Geotechnical Engineer shall be of such continuity during the grading operations that he/she can adequately describe the work done and evaluate that work in comparison with the specifications. Actual supervision shall be by the Contractor's Supervisor. 11 .13 Reports : The Geotechnical Engineer shall send one copy of each test, inspection, or evaluation report to the Owner, Engineer, and Contractor. Project No. 09231 -Page 15 - GLOBE Engineers, Inc. 12.0 LI MITAT IONS The conclusions and recommendations given in thi;; report are based on the analysis of the data collected for this project. Additive conclusions or recommendations made from this data by others are thei r respons ibility . Our study is based on the data obtained from soil borings made at the locations shown on boring plan . The nature and extent of variations between borings may become evident during construction . We should be requested to observe exposed conditions. After making these observations , and noting the eng ineering significance of var iations , we will advise you of any changes in recommendations believed appropriate. To t he fulles t extent permitted by la w , and not w ithstanding any other provision of this Agreement , the total liability , in the aggregate , of the Consultant and t he Consultant's officers , directors , partners , employees and sub consu ltants , and any of them , to the Client and anyone claiming by or through the Client , for any and all claims , losses , costs or damages , including attorneys ' fees and costs and expert-w itness fees and costs of any nature whatsoever or claims expenses result ing from or in any way related to the Project or the Agreement from any cause or causes shall not exceed the total compensation received by the Consultant under this Agreement. It is intended that th is limi t ation apply to any and all liabi li ty or cause of action however alleged or ar ising , unless otherwise prohibited by law . Th is investigation was conducted in accordance with generally accepted engineer ing practice. No warranty , expressed or implied , is intended . Boring and laboratory data presented were developed solely for t he preparation of this report . We are not responsible for interpretation or use of this data for purposes beyond the stated scope of this report . Project No. 09231 -Page 16- -i,., A ., __________________________________________ ,. !.1-,.--------------------------------------.""I!•!! TITLE: SITE LOCATION MAP PREPARED BY: FS REVISIONS : CLIENT : Fort Worth Water Department Proj ect No . 09231 ... GLOBE Engineers, Inc. LOCATION: Western Hills Lift Station , 2717 Glenrock Drive , Fort Worth , TX. SCALE: NTS DA TE: 9/2/09 -Page 17 - PROJECT NO: 09231 FIGURE-1 ., _______________________________________ ii TITLE: VIClNl'l'Y .MAP N .T .S. GLOBE Engineers, Inc. NOTE, _ lo o.ccor~o.l")co: tlrtlt:h ~nee 1'12'.x(I.;$ l)o.o.r.d <:tP" pre -te-:s:s~·n,c,.(. Lanol SttrV~ylhQ., 04:nero.l Rules_ oP Proc::<"dur.ef'.> o.ru:~ P rt.tC'tk:.l?'S.:, 663.lS<<J>:, ""rep61"'t• c:on::i:Js1:-~· o F -th~._ MQS> o.:: _:.hown httr con.. o.n~ t'eo.t pr~pe:r·'t'')." d.e!>t;rlp·tlon, bcuig o..~o.ehcd h~t"C'lll/'l-th. Scale: 1" = 60' GRAPI:UC SCALE i ( iN F>!ET) 1 tn,,i, ., ~o n . I.N'l'ERSTATlt HIGHWAY 30 WEST ---(~S'l' B Of/ND $1!:'RVIE Re;;. O;;;.;AD'"~"---- ---------------~--------~-----RA!l!US C"Ci.Ill. t~~";:E --------ORD_Jl C'I'! "--....!'~~I: ~')':5,3.9' 3.U'1 l ~l ~0.'33•!1::r. ( J ~ i ~ -: 't! ~ TEXAS ELECTRIC SERVICE COMPANY ff/.'!! N.UM D:.ER -,/.. VOLUME 2507.PACE 439 ;,'{/ :;; D . R ., 'J'. C., T. -,,., . / 1--~;;.. :;:-I P.O.B. / LI L 2 ' . . -.,.~ ... ·':., -~ ~/ .,..~ ---,· _ · __ . ---.!. se,r-.g'ff'l'I :;go.z2r----------·· ~--_ ... ___ l_EXIST~ eo,,._OTILITY EAS~T PER PLAT __ ._. ________ ~ : 1 / . /-- '1 .APPARENT OWNER: BUTCHER M.R. ., . 1,01' 1 / : BLOCK 93 . -' / ' l, SEC'J'lON 7 .c·.f;:.//,~~ / WESTERN HILLS A DDITION ~=.,_ ,.,., / \ VOLUME 388-4!j,, PACE 8 f ..,.,j)!,'...v"".~ ~ /,, .. i P. R., T. v., T. . ,,/,, ~-f,'\Y ,,/' ~ . (/ / Qiv.~ ,/ L OT 2 :-;:,. / · / .BLOCK 1 !:::!~ . . _ // / . // HA.YSTACK ADDI'l'!ON "'-:l:i .. . . ""'"'~ / VOLUME 388 -73,P:t!.GE Z9 j"' " / p. R.. T , C ., T. 1 // / ! :MAP O F SURVEY / ,£.,., i -~~~~5A~~Allr.t / / /' , Vl1l»C,~..4;~ ~ Oil. ,.._...T ~~ T~ tttlffl"t~ ~ _,, / ·• II / I ; / : / / I ,r . / : / / / \ I I l 1 c:;,4-"oq~ J .,..,,., .m;ic J:i\mc i::rt::r -.:., 1'1irtr ~ ~~ c:.r..i;. ~~~·"fti~1t;{M:~ 4~ LOCATION: 'i>A'ti! !S:::1U...,etiot $CA.I:E ,a,• • 90• l)JiA'W>f' :mt'---111'1\tt, J!tt.R NO.~ -,,6-....--.--.. -~ .. - BORING LOCATIONS Western Hills Lift Station, 2717 Glenrock Drive , Fort Worth , TX. PROJECT NO: 09231 PREPARED BY: FS REVISIONS: SCALE: NTS DATE: 9/2/09 CLIENT: Fort Worth Water Department FIGURE-2 Project No. 09231 -Page 18 - ~ A ,, __________________________________ ,_ ,_, ---------------------------------1!'. ~ ~ GLOBE Engineers, Inc. BORING LOGS KEY TO SOIL CLASSIFICATIONS Proj ect No. 09231 -Page 19 -., .... ;;;_ ________________________________ ......,. ... ,. Globe Engineers , Inc. Geotechnical , Environmenta l, Mate rials Testing LOG O F BOR ING Project: Proposed Sanitary Sewe r Lift St at ion 2717 G l enrock Drive Fort W orth, TX Project No: 09231 Boring Number: 8 -1 Date of Boring : 9/2/2009 Location : See Boring Plan Authorization: Chri s Ha rder , PE Dry Auger: t- 0 0 u. t-w 0:: w w u. _J a. w I-0 _J ~ <Il a. t-a. 2 2 0 w >-..: _J 0 U) U) <Il ~ --; 1111 1111 --; --; 1111 1111 - 5 -; II ; ~ >--- --~ . >---~ --10 >--;y~ a., 100 / 1.5" --~ .., >---.., >--- ~ ~ IJti. 100/0.75" - - -- - -y -~~ 20 llii, 100 I 0.62" --~ ..,.., --.., .., 25 /-y ,Vy ~~ IJti. 10010.13" --tt L,yy --Llyy< vw --v~ >--30-vY Iii.. 100/0.25" vy >--- >--- - - -- -- >----- 0 to 30 Feet ~ U:->< t-u w z e:. w 0 t-?; t-~ t-~ ST RAT UM DE SCRIPTION z ~ 0 cii ~ ::; u z ::; u u 0:: w 0 F F w 0 5 U) U) t-~ ..: ..: ~ a _J _J ~ 0 ::; a. a. Fill Mixe d SI L T Y CLAY with Broken Rocks and Roots 1.3 42 19 23 12 41 19 22 CL 12 103 49 20 29 Light Brown and Orange SAN DY CLAY CL 14 112 31 18 13 Gray CLAY with Calcareous Nodules Fuel Odor CH 21 101 64 22 42 Tan Hard LIM ESTONE with Weathered Seam Layers and occasional Clay Seams -Gray Limestone . ·-·. -··-· ·-· ·-. ·-··-. ·-·. -.. -··- Bottom at 30 feet 1) Water see p age was not encountered duri ng drilling . 2) B oreho le was dry at completion and at En d of Day . 17819 Davenport Rd., Suite 240 , Dallas, TX 75252 I Phone: (972) 713 -3030 I Fax: (972) 713-3029 7524 Sand Street, Fort Worth , TX 76118 / Office: 817-284-5151 I Fax: 817-284-5154 SHEAR STRENGTf- (9 z 0:: u::-cii w w U) U) w t-..: > w 0 > t::. a. w 2 w cii cii z U) I t-0 u:: w t-z t-0:: (9 w 0 w t-z 0:: z 0 :,,:: -0 a. u N w w 0:: ci u z u. u 2 0:: w 0 w U) z 0 t-a. z a. a. t-:;) u U) 64 2.3 82 2 .3 80 2 .3 1.5 43 2 .3 0 .5 96 2.3 0 .7 17819 Davenport Road , Ste 240 Da ll as, TX 75252 •••• ++++ ++++ Gravel GLOBE Engineers, Inc. Geotec hnical, Env iro nme nta l, Mate r ia ls Tes t ing KEY TO SOIL CLASS IFICATION AND SYMBOLS SO IL TY PE SAMPLE TYPE Sand Silt Clay I I Sandy Sil ty Clayey Undisturbed Rock Core Sp lit No Spoon Recovery Pred ominen t type sh ow n heavy 6 " 3" 3/4" 4 SOIL GRAIN SIZE U.S. Sta nda rd Sie ve 10 40 200 Boulders Cobbles 1-,-_G_r~av_e_l_-+-----~-'-S_an_d_~------1 Coa rse Fine Coa rse Medium Fin e Silt Clay Offi ce : 972-713-3030 Fax: 972-985-0408 152 76.2 19 .2 4 . 76 2.00 0.420 0.074 0.002 (mm) >< (l) -0 C PLASTICITY CHART 6 0 !/ / 50 l ·CH V ' / .. 4 0 30 -~/ ... v" .. ~ / O H a nd MH 20 / CL ( CL-ML / W/~ W//' ML and - , 0 :, , OL 0 10 20 3 0 4 0 50 60 70 8.0 90 100 Liquid Lim it CONSISTENCY OF COHESIVE SOILS RELATIVE DENSITY OF COHESIONLESS SOILS Penetration Pe netratio n Resistence Cohesio n Plasticity Deg ree of Resistence Re lative Blows Pe r Foot Consistency T SF In dex Pl asticity Blows pe r Foot Density 0-2 Very Soft 0-0.125 0-5 None 0-4 Very Loose 2-4 Soft 0.125 -0.25 5-10 Low 4-10 Loose 4-8 Firm 0.25 -0.5 10-20 Moderate 10-30 Medium Dense 8 -15 Sti ff 0.5-1.0 20-40 Plastic 30 -50 Dense 15 -30 Very Stiff 1.0 -2.0 > 40 High ly Plastic > 50 Very Dense > 30 Hard . > 2.0 APPENDIX "C" ELECTRICAL SERVICE AGREEMENT ONCOR ELECTRIC DELIVERY Tariff for Retail Delivery Service Oncer Electric Delivery Company 6.3.1 Facilities Extension Agreement WR Number: 3028562 Region/District: Fort Worth This Agreement is made between the City of Fort Worth, hereinafter called ·customer" and Oncor Electric Delivery Company, LLC, a Delaware Limited liability Company, hereinafter caffed "Company" for the extension of Company Delivery System facilities, as hereinafter described, to the Customer's Western Hills Lift Station located on the west side of Glenrock Drive in Fort Worth, Texas . The Company has received a request for the extension of: m· STANDARD DELIVE RY SYSTEM FACILITIES TO NOH-RESIDENTIAL DEVELOPMENT Company shall extend standard Delivery System facilities necessary to serve Customer's estimated maximum demand requirement of 15 kW ("Contract kW"). The Delivery System facilities installed hereunder will be of the character commonly described as 480 volt, 3 phase, at 60 hertz, with reasonable variation to be a ff owed. ARTICLE 1-PAYMENT BY CUSTOMER At the lime of acceptance of this Agreement by Customer, Customer will pay to Company $8,400.09 as payment for the Customer's portion of the cost of the extension of Company facilities, in accordance with Com pany's Facilities Extension Policy, such payment to be and remain the property of the Company. Should Company not receive payment of $8,400 .09 by November 3, 2009, a new payment amount will be determined by Company. ARTICLE II· NON-UTILIZATION CLAUSE FOR STANDARD DELIVERY SYSTEM FACILITIES This Article II applies only to the instaffation of standard Delivery System facilit ies. a. The amount of Contribution in Aid of Construction ("CIAC") to be paid by Customer under Article I above is calculated based on the estimated data supplied by Customer or Customer's representative and specified above. Company will conduct a review of the actual load at the designated location to determine the accuracy of the estimated data supplied by Customer or Customer's representative . If, within two (2) years after Company comp letes the extension of Delivery System facilities, the estimated load as measured by actual maximum kW billing demand at said location has not materialized, Company will re-calculate the CIAC based on actual maximum kW billing demand realized . The installation of a Company meter in connection with Temporary De livery Service does not constitute substantial completion. b. Customer will pay to Company a "non-utilization charge" in an amount equal to the difference between the recalculated CIAC amount and the amount paid by Customer under Article I, above. Company's invo ice to Customer for such "non- utilization charge· is due and payable within fifteen (15) days after the date of the invoice. ARTICLE 111 • TITLE AND OWNERSHIP Company at all times shall have title lo and complete ownership and control over the Delivery System facilities extended under this Agreement. ARTICLE IV· GENERAL CONDITIONS Th is Agreement supersedes all previous agreements or representations, eithe r written or oral, between Company and Customer made with respect to the matters herein contained, and when duly executed constitutes the agreement between the parties hereto and is not binding upon Company unless and until signed by one of its duly authorized representatives. APPROVED AS TO FORM AND LEGALITY: ;,EPTED BY COMPANY: (s~ature :5--.G-:n~ ~q.,- Title {/ /0-0 ~ 6'7 Date Signed ·>J -:2 ,'.) -'.] ') ? .: '.: : :4 4 I :; 1 ·~· -.J ::: -.. ) ; ;..J i :·: : I 0 I ." .. .. . ...... WESTERN HILLS LIFT STATION WR 3028562 I-30 WEST OF GLENROCK OR. FORT WORTH MAPSCO 73-G PROJECT MANAGER: RALPH SCHROEDER DESIGNER: tvtARGARET WOOLERY 1 1 IH 30 TRANSMISSION R.o.w CROSSING URO SECONDARY IN 3" COT ve OUAOR~LEX • 480 VOLT APPROXIMATELY 36" OF COVER PORCHE DR APPENDIX "D" RECORDED EASEMENT WESTERN HILLS LIFT STATION REPLACEMENT .•. ArB -C? co lUt.S-le _ ', fl Hd IS L~ I ~:,h.:h & 1 Western Hills Lift Station Parcel# 1 cmcoPv Doe# 0200 Miscellaneous Sanitary Sewer Calmont Avenue Lot-1, Blk-93, Section 7, Western Hills Addition ST A TE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL MEN BY THESE PRESENTS co CITY OF FORT WORTH -< PERMANENT SEWER LIFT STATION EASEMENT \ DATE : GRANTOR: M. R. BUTCHER GRANTOR 'S MAILING ADDRESS (including County): PO BOX 830704 · Richardson, Texas 75083 Dallas County GRANTEE : CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (i ncluding County): 1000 THROCKMORTON ST . . FORT WORTH, TARRANT COUNTY, TX 76102 --i -:J·2~ ~.~~ (- ':·~: ;it :·· :~) CONSIDERATION : Ten Dolla rs ($10.00) and other good and valuable consideration, t he receipt and sufficiency of wh ich is hereby acknowledged . PROPERTY: Be ing a Parcel of land out of Lot 1, Block 93 , Section 7, Western Hills Addition , according to plat recorded in Volume 388-45 , Page 81 , Plat Reco rd s , Tarrant County , Te x as , and being more particularly described in the attached Exhibit A. Grantor, for the consideration paid to Gra nter and other good and valu able consideration , hereby grants , sells , and conveys to Grantee , its successors and ass igns, an exclusive, perpetual easement for the construction, operation, maintenance, rep lacement, upgrade , and repa ir of a Sewer Lift Station , hereafter referred t o as "Facil ity ". The Facility includ es all incidental underground and aboveground attachments , equ ipment and appurtenances , in c lu d in g , but not limite d t o on-s it e generators, pumps, electric al switchgear. communication tel emetry equipment. lateral line connection s . pipelin es . jun ct ion boxes in , upo n, under and across a portion of the Prope rty and more fully described in Exh i bit ''A" attached hereto and PERMANENT SEWER LIFT STATION EASEMENT Rev . 04 /2009 incorporated herein for all pert inent purposes , together with the right and privilege at any and all times to enter Property , or any part thereof, for the purpose of constructing, operating , mainta ining, replacing , upgrading, and repa iring said Facility . In no event shall Granter (I) use the Property in any manner wh ich interferes in any material way or is inconsistent with the rights granted hereunder, or (I I) erect or permit to be erected within the easement property a permanent structure or building , including, but not limited to , monument sign , pole s ign , b ill board , br ick or masonry fences or walls or other structures t hat require a bu ild ing permit. Grantee shall be obligated to restore the surface of the Property at Grantee 's sole cost and ex pense , including the restoration of any sidewalks , driveways , or similar surface improvements located adjacent to the Easement Tract .wh ich may have been removed , relocated, altered , damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided , however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violat ion of the provis ions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee , and Grantee 's successors and assigns forever; and Granter does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns , against every person whomsoever lawfully claiming or to c laim the same, or any part thereof. When the context requires , singular nouns and pronouns include t he plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] PERMANENT SEWER LIFT STATION EASEMENT Rev 04/2009 GRANTOR: M.R;;;~ M.R.BlJTCHER STATE OF TEXAS J-! ~N 1 COUNTY OF T ~RANT § § GRANTEE : City of Fort Worth ~cc .. =..,cL- Ferna ndo Costa Assistant City Manager APPROVED AS TO FORM AND LEGALITY ~.M?w Assistant City Attorney ACKNOWLEDGEMENT BEFORE ME , the unders igned authority , a Notary Public in and for the State of Texas , on th is day personally appeared L/n R :Ba:re/ua . known to me to be t he same person whose name is subscribed to the forego ing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for t he purposes and cons ideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE th is _;?._S_-ZI> ____ day of PERMAN E NT SEWER LI FT STATION EASEMENT Rev. 04/2009 No t ary Pub lic in and for th e State of Te xas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME , the u nders igned authority, a No tary Public in and for the State of Texas , on t his day personally appeared Fernando Cos ta , Assistant City Manager of the City of Fort Worth , known to me to be the same person whose name is subscr ibed to the forego i ng instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he /she executed the same as the act of the City of Fort Worth for the purposes and consideration there i n expressed and in the capacity therein stated . GIVEN UNDER MY HAND AND SEAL OF OFFICE t his __ 1-~2-M__._~--day of PERMANENT SEWER LIFT STATION EASEMENT Rev. 04/2009 EVONIA DANIELS If MY COMMISSION EXPIRES 1~ July 10, 201a I~ Real Property Description For A Proposed Sanitary Sewer Lift Station Easement A parcel ofland out ofLot 1, Block 93 , Section 7, Western Hills Addition, according to plat recorded in Volume 388-45, Page 81, Plat Records, Tarrant County, Texas, for the purpose of constructing, maintaining and operating a sanitary sewer lift station system and its appurtenances, and being more particularly described as follows : Beginning at a 5/8" iron rod found for the northeast comer of said Lot 1, and being in the west right-of-way line of Glenrock Drive (a 60 .0 ' R .O .W .), said point also being on a curve having a radius distance of 275 .39 feet from which a 5/8" iron rod found at the northeast comer of that certain tract ofland as conveyed to Texas Electric Service Company, by deed recorded in Volume 2507, Page 439, Deed Records, Tarrant County, Tarrant, is situated northeasterly along said curve to left, through a central angle of 3 7 degrees 58 minutes 26 seconds, an arc length of 182 .52 feet and a long chord of 179 .20 feetthat bears North 18 degrees 57 minutes 20 seconds East; THENCE : southwesterly, with the said curve to the right and said right-of-way, through a central angle of 06 degrees 29 minutes 19 seconds, an arc distance of 3 1. 19 feet and a long chord of 31 .17 feet, bears South 40 degrees 33 minutes 53 seconds West to a 5/8" iron rod found at the end ; THENCE: continuing with said west right-of-way, South 44 degrees 24 minutes 53 seconds West, l.81 feet ; THENCE : departing said right-of way, parallel with an existing easement, and the no rth line of said Lot 1, according to said plat, South 89 degrees 49 minutes 17 Se{;onds West, 29 .6 5 feet ; · THE NCE No rth 0 0 de gree s l O minutes 41 ~e conds We st, 2S 00 fe et , to the no rth line o f said Lot I. fr o m w hich a 518" iro n rod fo und at the no rthw e st co rner o f 5aid Lo t bears North 89 degrees 49 minutes I 7 sec o nds East, 390 32 feet ; TRANSPORTATION ANO PUBLIC WORKS DEPARTMENT Sntvt:YING St:RVKES ·----·----------· ----Tnt. C1n <>F Fo1H WmuH • HH~I Camp Bowie Bini Wc1t • FoRr WnR111, T•u~ 76116 817 392-7925 • Fu 817-392-7895 . ' THENCE : with the north .line of said Lot 1, North 89 degrees 49 minutes 17 seconds East, 50 feet to the Place of Beginning, containing some 990 square feet , less existing utility easement of some 841 square feet, leavi ng a net area of same 149 square feet of land, more or less . Bearing Base: Texas coordinates system, North Central Zone, NAD 83, via City of Fort Worth GPS network . Surveyed on the ground in December 2008 . In accordance w ith the Texas Board of Professional Land Surveying, General Rules of Procedures and Practices, 663 . 19(9), this "report" consist of the real property description included herein, and a Map of Survey, on file at the City of Fort Worth, Transportation and Public Works Department , Survey Division . ;: c -: . . \. I \ \ ':\ .: l . '·. . ,f~f/1 ., C I ~ NlMBER L1 l.Z L3 L4 GRAPHIC SCALE 100 0 50 100 200 400 LINE TABLE DIREC~ S44'24'53'w' S89"49'17"w l«IO'lO' 4]1'w' N8'r49'17"£ .t-··· .. t . -~' .-~,-r...,,..,,,...; .·---·--1::··t ( IN FEET ) 1 inch = 100 tt. I CURVE TABLE ~E I ~f-3fl~ t"=~ ~';. INTERSTATE HICH1'AY 30 WEST --J!fff_ 1IOU1f1I a,mr:s .!!f!!U) --"----_ -rr-i- TEXAS ELECTRIC SERVICE COJIPA.NY / r VOLUJIE 2507,PAGE 439 DISTit.NCE D. R.. T. C.. T. ':fllf J I Kft::: :: JI I -IMI 911-ft.+\- 1.81' 29.65' 25.oo' 50J)()' 581' 4"17"W JIIQ.32' ,__ __ -r ~T. 1!11' UTD.ITY ~ !!!t PLA_T _.l __ APPARENT OJfNER: BUTCHER Jl.R. INSTI D208328806 D. R., T. C., T. LOT 1 BLOCK 93 SEC~7 1fESTERN H ADDITION YDLUJIE 388-4§, P.AGE 81 P. R., T. L., T. I DUY M M -ICila 1" • AM' --. arr r, nar loGffi4 ll<Ttmln:JI GIL ~ IUo.& .. -™ cm,..,_ TtlUII me. DIIAlrll ll'f ---f!IA NO. ........ ·-----·- "' • I " CITY OF FTW ROW AND EASEMENT TEAM 8851 CAMP BOWIE BLVD 3RD FLR FTW TX 76116 Submitter: CITY OF FORT WORTH/RIGHT OF WAY AND EASEME SUZANNE HENDERSON TARRANT COUNTY CLERK TARRANT COUNTY COURTHOUSE 100 WEST WEATHERFORD FORT WORTH, TX 76196-0401 DO NOT DESTROY WARNING -THIS JS PART OF THE OFFICIAL RECORD. Filed For Registration: 09 /09/2009 12:23 PM Instrument #: 0209241339 E 8 PGS $40.00 By: ___________ _ I IHllll 'llil lllfl ll lll lllll llllllllll lllll lllH ll {!l llll lll:t D209241339 ANY PROVISION WHICH RESTRICTS THE SALE, RENTAL.OR USE OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW. Printed by : WO The Owner agrees to pay the Contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in ____ in the year and day first above written. City ofFort Worth, Texas (Owner) Party of the First Part By: ______________ _ Fernando Costa, Assistant City Manager Party of the Second Part Contractor WITNESSES: APPROVAL RECOMMENDED : S. Frank Crumb , P .E., Director Water Department G-2 ATTEST: Marty Hendrix, City Secretary (SEAL) By: ______________ _ Approved as to Fann and Legality : Assistant City Attorney