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Home My WebLink About025347 - Construction-Related - Contract - Long Construction and Engineering, Inc.�c��E D ' � , r r + ■ � �, GITY S�'CR�►i�Y� � � ; � .,. � p.0.�. F1LE ► . �� .�.---- CQNi'�t�►C�i�'S �Oi�fli�1G � ,, D��{�$jRl}Cii��1'� CC�PY CON RACTENO .Y� �J 7! a �� F��T�� SPECIAL CONTIaACT DOCUMENTS � � �' � �1 �J � ROBERT TERRELL D� CITY MANAGER � 10-2'1-99 A10:49 �N F�� WATER MAIN REHABILITATION CONTRACT 98AA ALLEY NORtH C�F FLAGST�ME FROM TRUE TO CAPRI; LOOP 820 FROM -.ELLIS TO LAMBETH; BELKNAP FROM OAKHURST SCENIC TO SYLVANIA; HALTOM FROM SOUTH OF RAILROAD TO SOIJTH OF WHEELEt�; WEST OF TAFT FROM SCOTT TO BOMAR; AND, CARTER FROM DEAD END TO TA�T PROJECT NUMBER PW53-060�30175090 D.O.E. NUMBER 2076 A. DOUGLAS RADEMAKER, P.E., DII�ECTOR DEPARTMENT OF ENGINEERING LEE C. BRADLEI(, P.E. DIRECTOR WATER DEPARTMENT � �� j �` �-��¢ �, R.f17'I�TAI�A � G� ��OC��I�d �[�C J °�� C�B� ��Q�� n �IC�G��19 ��o , BAHZ, INC. Engineers • Surveyors 3950 FOSSIL CREEK, SUITE 202 FORT WORTH, TEXAS 76137 � � � � � � � � � � � � � � � � � � � � SPECIAL CONTRACT DOCUMENTS FOR WATER MAIN REHABILITATION CONTRACT 98AA ALLEY NOR.TH OF FLAGSTONE FROM TRUE TO CAPRI; LOOP 820 FROM ELLIS TO LAMBETH; BELKNAP FROM OAKHURST SCENIC TO SYLVANIA; HQLTOM FROM SOUTH OF RAlLROAD � TO SOUTH OF WHEELER; WEST OF TAFT FROM SCOTT TO BOMAR; AND, CARTER FROM DEAD END TO TAFT PROJECT NUMBER: PW53-060530175090 D.O.E. NUMBER: 2076 ROBERT TERRELL CITY MANAGER LEE C. BRADLEY, P.E. DIRECTOR WATER DEPARTMENT A. DOUGLAS RADEMAKER, P.E., DIRECTOR DEPARTMENT OF ENGINEERING PREPARED BY: RATNALA & BAHL, iNC. 3950 FOSSIL CREEK BLVD. SUITE 202 FORT WORTH, TX 76137 (817) 232-8809 � � � � � 1 � � � � � I � � � I � � I TABLE OF CONTENTS Part A Notice to Bidders Comprehensive Notice to Bidders Special Instructions to Bidders Minority/Women Business Enterprise Policy Part B Bid Proposal Part C General Conditions Part C1 Supplementary Conditions Part D Special Conditions Additional Special Conditions General Construction Requirements Part E Material Specifications Part F Insurance/Bonds Part G . Contract (City of Fort Worth, TX) Part H Test Hole Data Part I Permanent Easement Information Standard Figures & Details (City of Fort Worth, TX) Project Sign (Figure 30) � �� S f \� . . ��'��...�,....... ��r� � �' ��i �� r� � �' � �� .. .�.w . �. :' � � z 8, �.. f%1 a d r� � � � � , � , ' .: a t( � � � U Z J I Q m � W Q � � Q J Ul Q• Z N F U c Q 'm !L W � � L!' NOTICE TO BIDDERS DSealed proposais for the following; � WATER MAIN REPLACEMENT DOE NO. 2076 � Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be � received at the Purchasing Office until 1:30 P.M., Thursday, Auaust 5, 1999 and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. � Plans, specifications and contract documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be a provided for a deposit of 550.00. QThe major work on the above project shall consist of the following: �� i�l I� � 4300 LF 8" Water Line with Appurtenances 900 LF 8" D.I. Water Line 300 LF 8" • Bore & Jack 300 LF 18" Bore & Jack For additional information concerning this project, please contact Sharlynn Keys, with Ratnala & Bahl, Inc. at (817) 232-8809 or Fred Ehia, P.E., with the City of Fort Worth Department of Engineering at (817) 871-8424. Advertising Dates: D Julv 8. 1999 D Julv 15. 1999 �I I#I � l� � � Ll � � � � J PART A- COMPREHENSIVE NOTICE TO BIDDERS Sealed proaosals for the foltowina: Water Main RehabiIitation Contract 98AA Water Project No. PW53-060530175090 Department of Engineering No. 2076 Water Main Rehabilitations: Alley, north of Flagstone from True to Capri; Loop 820 from Ellis to Lambeth; Balknap from Oakhurst Scenic to Sylvania; Haltom from south of Railroad to South of Wheeler; West of Taft from Scott to Bomar; Carter from dead end to Taft � Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 P.M., August 5, i999 , and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications, and Contract Documents for Q this project may be obtained at the off'ice of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. � One set of documents will be provided to prospective bidders for a deposit of $ 50; such deposit will be refunded i f t he document is returne d in goo d con di tion within 10 days j� after bids are opened. Additional sets may be purchased on a non-refundable basis for $ U 50 per set. These documents contain additional information for prospective bidders. � Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. � All Bidders will be required to comply with Provisions 5159a of AVernon=s Annotated Civil Statutes@ of the State of Texas with respect to the payment of prevailing wages and � City Ordinance no. 7278, as amended by City Ordinance No. 7400, prohibiting discrimination in employment practices. � The major work on the above project shall consist of the following: �� 4300 LF 900 LF 300 LF 300 LF 8" Water Line with Appurtenances 8" D.I. Water Line 8" Bore & Jack 18" Bore & Jack �i , � � � � � � � � ,l � �,11 `� � J � ;�J � J 'iJ � (� 'J PART A- COMPREHENSIVE NOTICE TO BIDDERS The city reserves the right to reject any and/or all bids and waive any and/or all formalities. Award of Contract: No bid may be withdrawn until the expiration of sixty (60) days from the date the MBE/WBE IJTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM (ADocumentation@) as appropriate, is received by the city. The award of contract, if made, will be within ninety (90) days after this documentation is received, but in no case will the award by made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. Bidders are responsible for obtaining a11 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 conta.cting the Department of Engineering at (817)�871-8100 Bidders shail not separate, detach or remove any portion, segment or sheets from the contract document at any rime. Bidders shall submit the complete specifications book or risk rejection of bid. In accord with City of Fort Worth Ordinance, No. 11923, the City of Fort Worth has goals for the participation of disadvantaged Enterprise in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In order for a id to be considered responsive, the AFFIDAVIT STATEMENT INCLLTDED WITHTHE BID DOCUMENTS ML7ST BE COMPLETED AND SUBMITTED WITH THE BID. Failure to submit the completed AFFIDAVIT STATEMENT SHALL RENDER THE BID NON-RESPONSIVE. The Bidder shall subn�it the MBE/WBE UTILIZATION FORM, GOALS WAIVER FORM and/or the GOOD FAITH EFFORT FORM (ADocumentation@) as appropriate. The documentation must be received by the contracting department no later than S:OOPM, (5) business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom the delivery was made. Such receipt shall be evidence that the Documentation was received by the City. For additional information concerning this project, please contact Sharlynn Keys, of Ratnala & Bahl, Inc. at (81'n 232-8809 or Fred Ehia, P.E., with the City of Fort Worth � O ' � � � a � � D a Q 0 Q D D � � � � D Department of Engineering at (817) 871-8424. BOB TERRELL CITY MANAGER ALICE CHURCH CITY SECRETARY A. Douglas Rademaker, P.E. Director, Department of Engineering By: � G� ��`^� Rick Trice, P.E., Manager Engineering Services Advertising Dates: Julv 8, 1999 Julv 15, 1999 � � � � L�J � il � � � � � �� 'J J SPECIAL INSTRUCTION TO BIDDERS (WATER DEPARTMEN1� 1. PRFAUALIFICATION RF.O + : All oontiactors submitting bids are requined to be prequalified by the Fort Worth Water Depart�nent prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contra,ctor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least s�,wen ('7) calendar days prior to the date of the opening of bids. � (a) The financial statement required shall have been prepared by an independent oertified public accountant or an independent public accountant holding a valid pernut issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of 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 ezperience record to be considered to be acceptable for a given project, it must reflect the experienoe of the firm seeking qualific�tion in work of both the same natur� 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 financial qualification to bid on any Fort Worth Water Department project. (d) Bids received in ezcess of the bid limit shall be considered non-responsive and will be rejected as such. (e) The City, in it's sole discretion, may reject any bid for failure to demonstrate �� I� LJ experience and/or experkise. ( fl Any proposals 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 (financiat or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be reoeived. Failure to notify shall not be a waiver of any necessarY Prequatification. -1- � � C C�i Q D � D a � D 2. BID �F.c''i iTY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not Iess than five percent (59b) 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 ezecute the Contract Documents v�ithin (10) days after the contract has be�n awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be 7icensed to do business in the State of Texas. The amount of the bond shall not ezceed the amount shown 3. 4. on the Treasury list or one-tenth (1/10) the total capital and surplus. BONDS: A performance bond, a payment bond and a maintenance bond each for one hundred (10096) percent of the contract price will be required, Reference C 3-3.7. WAGE RATE,S: Not less than the prevailing wage rates established by the City of fort Worth, Tezas and as set forth in the contract documents must be paid on this project. 5. AMBIGiTITY: 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. � � � BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. NONRESIDFNT BIDDIItS: Pursuant to Article 601g, Tezas Revised Civil Statutes, the , DCity of Fort 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 Tezas resident o 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 � �� J � principal place of business is located. "Nonresident bidder" means a bidder whose principal p�ace of business is not in the State of Teaas, but excludes a contractor whose ultimate pare�t company or majority owner has its principal place of business in the State of Texas. This provision does not apply if this contract involves ederal funds. -2- '�J � LJ � � 8. laJ [il �� I� The appmpriate 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. PAYMENT: If the contra�ct amount is 525,000 or less, the contrac,t amount shall be paid within foriy-five (45) calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Ezecutive Branch of the Federal Government, Conhactor 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 in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis 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 Q limit for such employment unless the specified maximum age limit is based upon a bona .. fide.occupational qualification, retirement plan or statutory requirements. .`, I�I � 'J �� LJ I� '� � ��, Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City hannless against any claims or allegations asserted by third parties or subcontractors and/or its subcontractors' alleged failure to comply with the above referericed Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In aocordance with the provisions of the Americ�ns With Disabilities Act of 1990 ("ADA"), Contrac:tor wanants 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 andlor conditions of employment for applicants for employment with or employees of Contra,ctor or any of its subcontractors. Contractor warrants it will fully comply with the ADFA's provisions and any other applicable Federal, State and local laws conceming 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 Policy concerning age discrimination in the performance of this agreement. �� L�l L�' u � ��' l�l � � �� !J i� I� �� 11. �VIIl�TORI�.A�1D W011�N Bi��TTSS E1VTT:RPRLSFS: In accordance with the City of Fort Worth Ondinanoe No. 11923 the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in�City oontracts. A copy ' of the Ordinance can be obtained from the Office of the City Secretary. In order for a bid to be considered responsive the AFFIDAVIT STATEMENT included within these bid documents must be oompleted and submitted with the bid. Failure to submif the completed AFFIDAVTT STATBMENT shall render the bid non-responsive. In addition, the bidder shall submit the MBElWBE UTII,IZATION FORM, PRIlvIE CON'TRA�OR WAIVER FROM and/or the GOOD FATTH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, 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 nonresponsive. Upon request, Contractor agrees to pmvide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of fa,cts (other than a negligent misrepres�tation) and/or the oommission of fraud by the Contractor will be giounds for ternrination of the contca�ct and/or initiating action under appropriate federal state or local laws or ordinances relating to false statements. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and baned from participating in City work for a period of time of not less than three (3) years. � Revised 9/24/97 � � A:\SIB.WTR � � � -4- � L� L., City of Fort Worth Minority and Women Business Enterprise Specifications ' _ ► : •► •: = �� : �� . � .- r- � f:i •� • •� POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participadon by Minority/Women Business Enterprises (M/WBE) in the procurement of all goods and services to tfie City on a contractual basis. The objective of the Policy is to increase the use of M/WBE fiRns to a level comparable to the availability of M/WBEs that provide goods and servic�s directJy or indirectly to the City. ♦ M/WBE PROJECT GOALS The City's MBFJWBE goal on this project is •/a of the base bid value of the contract COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 0� more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the foliowing: 1. Meet or exceed the above stated M/WBE goal� or; 2. Good Fatth Effort documentation� or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be �eceived by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. M/WBE Utilization Form: 2. Prime �ontractor Waiver Form: 3. Good Faith Effort Form: recetved by 5:00 p.m., five (5) City business days after the bid opening date� excluslve of the bid opening date. received by 5:00 p.m., five (5) Ctty tiusiness days after the bld opening date, exclusive of the bid opening date. recelved by 5:00 p.m., flve (5) CIty business days afte� the bid open(ng date, exclusive of the bid opening date. � Any questtons, please contact the NUWBE Offtce at (81� 871-6104. � .� _ :.. � � Rev. 6/2198 B �j 1 � 0 D'c.-. �' T 0 F .� city of Fort �Y�� ► t� �/ c F v"� �� Minority and Women eusiness erpr se Spec fcations 2_ p� 3 �� ` � MBENVBE UTIL��1(�I'� • LD/JG, CvA/Js".CrtYiv.� A�'NL,1ntLt'Ri.dG /�I�. At/Ft�S f 5' /�iy �RlME COMPANY NAME BID DATE �/A1�'� /✓/a �,r l2�-s�� q,i�, TA-f�v,� �o.�>�ta�-� 9fsA/� PH/a 3-060 S 30/ 7So 90 r PROJECT NAME PROJECT NUMBER �'1 CiTY'S M/WBE PROJECI' GOAL: % y% 1 � ��li�`��'ik0�c0„�p��'�s,��c�r�r� ��'' � nti:nr-.�ia�n�a'z�'i �lA� ;rnF�fi�v'd'�1�1 r['� ATTACHMENT 1A Page 1 of 2 J�O. L' # Zv 7G j � M/WBE PERCENTAGE ACHIEVED: � y,� j% 1 _ _ __ . _. __ _ I :�Company Name,=-Confact•Name;� ��e,�1=� .S�pecify�lL"�on#racting �pecify;� Ifems to`be ��"� tDollar�lmount; � ' �_ Add�essy and_�elep�hone�lo � �� { �;.;, "'�Scope �f Work�y�*)�'�` �,4Supplieii(*j= _ _,ri�. �;� y ro;n - �� i � �-:� . � ; _ ;- : ,Z �, � �z _ . F _ . � - - :,� , . � GA��Y /GA.�.(3V T ✓� k��ti � ,50 � /-�Lc�so,✓ G�a,�,� t/ ��Auo,N< 13y l7��p / �X�s 7��yo � I 3, sys = i FcN-r I� o.r�� -y- � /'%?. LA/LtY ��.-�i3n / Vc� I �5��-ss/-Gr35 �,, Ei� T.�c k,.�S . F�T W�.�i�i N� � A�,L,avyn7c . � �— 1Gl G Lg s� %a 4 o�c! r 7GC�� f S`I,vO� �il,��< �, � /'%?. /'�/aitK ./-�ND2t $l `7_ SyG - 3G ? 3 [aJ'lt�oks 1� r�.�� C�, . . /y/l t'. Al3�tn.� S��-rY E Asp�,al-f l�A�e,�S �.� A�i�.�� T�� r ��n�ti � j 3 �,��' /''1a . l3�ra�/� s kw h'l�-22L--72�3 _ � 3 . - . :. ,. _ .. ,: <-: M1yVeEs must'be'-located i� the 9�(ni�e)°+county markefplace or currently doing buslnesa in the marketpiace at the flme of bid. : fi ��` '� �j(`S�� sll areasln"wrhlcti MWBE"sare:toiie uEillzed andlor.(tems,to be�u pli.ed:�� •-`: � `� -i: Pa_�� . r „ , �,. _ , _ . : ( I('j Acomplete,listlnp of:�tems.to_:be s,upplled Is,requlred 1n.ortler-#o. recselve cre�`(t feward;the M/WBE�poal. � �, '('h,lilOMlfy each;T(e� 19va1: p ,:::° . �er: M�ans the lev_el of subContiactlna.b�lbvV the:pHr�e contractorloonsultant, i:e., a d(rect�aYment' � - =(rom th�, p�me Cotltractorr�o � dabcpritraCior 1s �conslder'�d 1.� der, a paymerlt by a subconfractor to 1 . , ` � �:' its'suppiler (s considered 2n0 �ie�':='_ - �� . r THIS FORM MUST BE RECENED BY THE MANAGING DEPARTMENT BY 5:00 p.m.. FNE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSNE OF THE BID OPENING DATE Rev. 6/2/98 � _ ' ' � ' ."_ _._ __ . . . � �"_a �_ ____t"�J t�.. tM� 11..w..wiww f1�w�ri�wr�! Lr � � citv of Fort worth Minority and Women Business Enterprise Specifications .� AlTACHMENT 1A Page 2 of 2 The bldder further agrees to provide, directly fo the City upon request, complete and accurate (nformation regarding �actuai work pertormed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to aliow an audit and/or examination of any books, records and files held by their company that �.,,�wiil substantiate the actual work pe�formed by the MBE(s) and/or WBE(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 debaRnent from City work for a pe�iod of not less than three (3) years and for initiating action under Federal, �State or Local laws concerning false statements. A�y failure to comply with this ordinance and creates a material �reach of contract may result in a deteRnination of an irresponsibie offeror and barred from participating in City work �„ or a per[od of time not less than one (1) year. ��/� ALL MBEs��d WBEs MUST BE CERTIFIED BY THE CfTY BEFORE CQNTRACT AWARD ' , ��.��%d' �'/' ,�`'�'�ij%f. ��; /,,:,,v.,:�� i�;,�z., "i " Authori�ed Signature f� Printed Signature �, fl� - �� ' I. ,i� i'I, ,� /'l�r« /�`�,,,c , Ca.�57��>�� *�!��<<-�� fTitie Contact Name and Title (if different) 1oN� Cv��s r.�.h -"�ru � G�lr,. . in��c. ffi7- Li 7 �- Li'�/�i'�! Company Name Telephone Number (s) �,,. 1� 1. i�.� x � 9�'1- � fl� 7- �/S 3- 5� G�/ , Add�ess Fax Numbe� � NIA�+s�icai�, T,r.�r %d'vG3 jl ✓s�s� i�. l99 9 Clty/State2lp Code Date `�i � � THI3 FORM MUST BE RECENED BY THE MANAGING DEPARTMENT BY 5:00 p.m.� FNE (5) CIT1f BUSINESS DAYS AFTER BID t OPENING, EXCLUSIVE OF THE BID OPENING DATE , Rev. W?!88 - - --- - • .. . . -'---� �__.�_ ■.___�.�.... n.......a..��.�a ■ ►�:_��= - •► ❑ r�---- �''�^�� ^� . �--� � .�...� � � �.i � � 1_....� � � � � 0 O C� 0 U 0 C=7 CJ 0 �� !J �� .J I■J I' � PART B - PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Robert Terrell City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of water mains, fittings, valves and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: � ALLEY, NORTH OF FLAGSTONE FROM TRUE TO CAPRI; � LOOP 820 FROM ELLIS TO LAMBETH; BELKNAP FROM OAKHURST SCENIC TO SYLVANIA; � HALTOM FROM SOUTH OF RAILROAD TO SOUTH OF WHEELER; WEST OF TAFT FROM SCOTT TO BOMAR, AND, CARTER FROM DEAD END TO TAFT D � ■1 � !1 J Water Project No. PW53-060530175090 DOE No. 2076 Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special 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 prevailing 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 fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the City Water 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: D ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES IN WORDS PRICE AMOUNT � D � 1. 4300 LF 8" Water Line, * E1-6 or E1-24; per Linear Foot: � �>y �r�� Dollars $ 3� � $ lSo s�� and r'a Cents e-� � � . � .0 � 4 � 4 � � � y � � � 4 � � � y 2. 18 LF 3. 600 LF 4. 18 EA. 5. 3 EA. 6. 2 EA. 7. � 7 Ton 8. 100 LF 9. 200 SF 6" Water Line, E1-6 or E1-24;'` Per Linear Foot: /��.��- Tw, Dollars and �� Cents 8" D.I.P.; CI-51; Per Linear Foot: T��= s�X Dollars and �� Cents 8" Gate Valve and Box, Fig.3; Per Each: S�� f��--�� Dollars and r'� Cents 6" Gate Valve and Box, Fig. 3; Per Each: Fi�< <��--�� Dollars and � Cents Fire Hydrant; E1-12; Per Each: T��t N��w� - ��r pollars and �� Cents Ductile Iron Fittings, E1-7; Per Ton• '� Dollars �ftid�ir i,�au�sis,-� and s'�' Cents Concrete Encasement, Per Fig. 24; Per Linear Foot: • H 2�r= `,�< Dollars and � Cents 4" Concrete Sidewalk Removal & Replacement as Directed By Engineer; Per Square Foot: �-%;�6-r��-- Dollars and �' Cents B-2 � � 3 z � $ S�6 a � �G �" � 21 GUU� w � GOU � $ Ir�$'oa g- $ -s� �= � � sao=� $ �zs�= $ 2s��V � 3op� �' $ Z/Gcr/�"' � 3' ' � 3��`= � �s� � �� a � 0 � � a D a a � D a a � a � � a 10. 300 SF 6" Concrete Driveway Removal & Replacement as Directed By Engineer; Per Square Foot: %u��f--r� y; �< Dollars and �� Cents 11. 65 LF Concrete Curb & Gutter Removal & Replacement as Directed By Engineer; Per Linear Foot: ��T� r�< � Dollars and �`'� Cents 12. 3 EA. 1" Single Water Service Tap; Per Each: �2�� N��o��- �:r-�� Dollars and � Cents 13. 150 LF 1" Copper Service; Per Linear Foot: ��TY Dollars and �'� Cents 14. 3 EA. � Class "A" Meter Box; Per Each: o�-K /��02�� Dollars and �a Cents 15. 1 LS Provide 2" Temp. Water Service For All Streets in This Project; Per Lump Sum: %w�.�.�,- ��s.�-� Dollars and �� Cents 16. 297 LF Bore & Jack 8" D.I.P.; Per Linear Foot: �s��-�Y Dollars and � Cents 17. 200 LF Bore & Jack 18" Steel Casing; Per Fig. 21; Per Linear Foot: 0,��. �1�.��a� �� Dollars and �'� Cents B-3 � z s� $ '��,d $ss= � � s�r-� $ 3 �` �� .So o so $ 3v � $ y�a� � � �00 a � 3pU � $ �, �� = � �, ap�. � g�0 � � 2 3 �Go =� , $I/O�' �ZZ��' � • a a a � � U U �1 a � � U U a � � D U 18. 70 LF 19. 1500 LF 20. 600 LF 21. 10 CY 22. 10 CY 23. 10 CY 24. 73 CY 25. 109 SY Bore & Jack 18" Welded Steel Casing; Per Linear Foot: DN�'' �}�r�ne-� Si.��rr� �� Dollars and �� Cents Permanent Pavement Repair (Asphalt) Per Fig. 4; Per Linear Foot: -7M�w�� r�J� Dollars and �'� Cents Trench Safety; Deeper than 5' as Directed By Engineer; Per Linear Foot: o�� Dollars and �� Cents Crushed Limestone for Misc. Placement; Per Cubic Yard: �� Dollars and �� Cents Class "B" Concrete (2500 psi); Per Cubic Yard: �� Y Dollars and ,�� Cents Class "E" Concrete (1500 psi); Per C�ybic Yard: � /�'�Y Dollars and �� Cents 12" Rock Rip-Rap; Per Cubic Yard: 5�'��- i �-� Dollars and � � Cents Grout; Per Square Yard: ��-�y i %�-� Dollars and �� Cents B-4 $� � i z Z s� �`` � 3�_� $ 52S��r� � f �` � GU� � v" � � sv -- $ g�'ov $�°` �-s�c'� $ s� � $ �'dv `; $ �s`� $ s�i �s "= $ �/ S� $ y9u s "= � � • � � � � � � � � � 4� � � � � Y � D a 26. 1 EA. 27. 100 LF 28. 1 EA. 29. 100 LF 30. 1 EA. 31. 1 EA. 32. 1 EA. 33. 40 LF 2" Single Water Service Tap; Per Each� ��~ ��"'��- �=��r pollars and �'� Cents 2" Copper Service; Per Linear Foot: ��-� r�� Dollars and ^'� Cents Class "B" Meter Box; Per Each: � !-��2�� Dollars and �-'� Cents 3/4" Copper Water Service; Per Linear Foot: % ,�� r�� Dollars and ��'� Cents 1" Bullhead Water Service Tap; Per Each: ��t �}�r�.��„- ��--ry Dollars and �'� Cents Class "C" Meter Box; Per Each: 5��,�,�,�r- r��- Dollars and '� Cents 10"x8" Tapping Sleeve W/ 8" Valve Box; Per Each: ��+,�y �� b�� Dollars and �''° Cents 12" PVC SDR35 Sanitary Sewer Pipe; Per Line r Foot: ��Y Dollars and �' Cents ►�� $ �s`f - $ �s"' � S5 = � SSov-� $ Z�v "` $ z�o-� � 3 .S �` $ 3 sov "y $ �s � $ -�s° '� $ -��'� $ � s"— � 3 S�v �$ 3 Sov u� � �v �i $ � �� y � . � �� a a� u1 � �� a� � �! �� L.dj 01 Q D; a� 34. 40 LF 18" PVC SDR35 Sanitary Sewer Pipe; Per Linear Foot: �r—��= ,�� e Dollars and �-� Cents 35. 1 LS Required Railroad Personnel See Part D Special Conditions Item D-87; Lump Sum Bid Item: + w�"��`�- r�� 0�3.�,�� Dollars and �`'� Cents 36. 1 LS Required Railroad Personnel Insurance See Part D Special Conditions Item D-87; Lump Sum Bid Item: ��y �� T��s�r'7 Dollars and �� Cents 37. 5 VF Fire Hydrant Barrel Extension Over 3'6" Buried; Per Vertical Foot: � ��AR�� —�:rrr pollars � and �D Cents TOTAL BID: '`Contractor shall indicate below the pipe material used in bid: [ '� ] PVC, AWWA C900, DR-14 [ �] DIP, CLASS 51 B_s � �S� � Z2vv—� $ Z S�Jd u` $ Z Saov -v $ a soo� = $ 2r000 -` �� 2`,�CJ � $ f 2 SJ'"- .l� $ `�'�y> �/l � � `� � LII ,� � � � � ■ Within ten (10) days after the acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the properry 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 certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department 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 labor 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. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 160 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) _ A. The principal place of business of our company is in the State of � Non resident 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. � 'I � �� I� I � �. � ia �� Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. � B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: Addendum No. 1. Addendum No. 2. Addendum No. 3. (SEAL) If Bidder is Corporation Respectfully submitted, ��,e/� �' v r ✓c �/�.✓ � .Ctrs. � /.-�G. % By: ��—' Title: � /./� Address: �d� G'� 1 / ��z, �.�asr-�c�o, y�. 7GoG3 B_, � �� J Q• Z N � U C Q m C �W � � �l � PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS t � � Cl-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-2.31 C1-1.32 .i ; � � � �. � 1 � �. .1 : ...j ; i.. �� L' DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bond Contract Plans City City Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor Sureties � The Work or Project Working Day Calendar Day Legal Holi:day � Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street _ C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site C2-2.4 Submittinq of Proposal C2-2.5 Rejection of Proposals � C2-2.6 Sid Security (1) C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2> (3) t3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4> (4) (5) (6) (6) (6) (6) (6) (6) C2-2 (1) C2-2 tl) C2-2 t2) ..� C2-2 (3) C2-2 (3) C2-2 (3) C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Teleqraphic Modification of proposals C2-2.10 Public Openinq of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 AWARD AND EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds �xecution of Contract Failure to Execute Contract Beginning Work InSurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Schedule of Operations C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C5-5 CONTROL OF WORK AND MATERIALS CS-5.1 Authority of Engineer CS--5.2 Conformity with Plans CS-5.3 Coordination of Contract Documents C5-5.4 Cooperation of Contractor C5-5.5 Emergency and/or Rectification Work CS-5.6 Field Office C5-5.7 Construction Stakes C5-5.8 Authority and Duties of Inspectors C5-5.9 Inspection C5-5.10 Removal of Defective and Unauthorized CS-5.11 Substitute Materials or Equipment CS-5.12 Samples and Tests of Materials CS-5.13 Storage of Materials � C5-5.14 Existing Structures and Utilities C5-5.15 Znterruption of Service . C5-5.16 Mutual Responsibility of Contractors CS-5.17 Cleanup CS-5.18 Final Inspection (2) C2-2 (4) +� C2-2 (4) C2-2 (4) � C2-2 (4) C2-2 (4) C2-2 t5) r. � C3-3 (1) . C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) (2) (2) �2) (2) (4) (4) (4) (4) (7) (7) (7) t8) � � �ri � C4-4 (1) C4-4 (1) p C4-4 (1) C4-4 (2) "r C4-4 (2) C4-4 (3> � C4-4 (4) � C5-5 CS-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 C5-5 Work C5-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 C5-5 CS-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6). (7) (7) (8) (8) (9) � �r � � � � I � � � L n� � � .,� C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-'}.10 C7-7:11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Riqht-of-Way Railway Crossinqs Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment Work Schedule Time of Commencement and Completion Extension oE t�ime of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension _ Termination of Contract due to � National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities Gnit Prices C6-6 (1) C6-6 (1) C6-6 (1) C6-6 (2) C6-6 (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8) C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C7-7 C7-7 ,C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (11) (11) (11) (12) (12) (12) (1) ,-:. (1) (1) (2) (2) (3) (4) (4) t4) (5) t6) (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13) C8-8 (1) C8-8 (1) .- (3) C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 C8-8.8 CS-8.9 C8-8.10 CS-8.11 C8-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Retainaqe Withholding Payment Final Accepta�ce. . Final Payment Adquacy of Design ' General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 tl) C8-8 tl) C8-8 (2) C8-8 t3) C8-8 (3) CS-8 �3) C8-8 (4) C8-8 (4) C8-8 (5) CS-8 (5) C8-8 (5) (4) ..,� . PART C - GENERAL CONDITIONS C1-1 DEFINITIONS � � SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract ` Documents the following terms or pronouns in place of them are � used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in 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- NOTICE TO BIDDERS tSample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) (Sample) White White Canary Yellow Brown Green E1-White E2-Golden Rod E2A-White Blue 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: ! 1 PART A- NOTICE TO BIDDERS tAdvertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMZTS/EASEMENTS PART F - BONDS PART G - CONTRACT PART 8- PLANS (Usually bound separately) ��_� «� � C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertisinq mediums or f uraished direct to interested parties pertaininq to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 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. C1-1.5 BIDDE�: Any.person, persons, firm, partnersMip, 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. C1-1.6 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. Wherever there may be a conflict between the General Conditions and Special Conditions, the latter shall take precedence and shall govern. C1-1.7 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 �he Contractor and nwner should have in order to gain a thorough knowledge of the project. _ C1-1.8 SPECIFICATIONS: The Specifications is that section or 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 shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and C1-1 (2) � � � � i faithful performance of the contract and include the followinq: a. Performance b. Payment Bond c. Maintenance d. Proposal or to Bidders, , �� , , � �.." Bond (see paraqraph C3-3.7) (see paragraph C3-3.7) Bond (see paragraph C3-3.7) Bid Security (see Special Instructions Part A and C2-2.6) C1-1.10 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. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showinq in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, 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. C1-1.12 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 Manger, each of which is required by charter to perform specific duties. Responsibility for Einal enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1=1.13 CITY COUNCIL: The duly elected and�qualified governing body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially'elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. ? C1-1.15 CITY MANAGER: The � City Manager of the City authorized representative. .a � officially appointed and authorized of Fort Worth, Texas, or his duly C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. C1-1 (3) � C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR CITY WATER DEPARTMENT: The duly appointed Director of �he �ity Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 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. C1-1.21 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 fulEillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR 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. C1-T.23 WORKING DAY: A working day is defined as a calendar day, n�t including Saturdays, Sundays, and legal holida ys, 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 a.m, and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS,: A calendar day is any day of the week or month, no days being excepted. � C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be prescribed by the City Council of the City of Fort observance by City employees as follows: observed as Worth for C1-1 (4) �� . � � New Year's Day January 1 M. L. Ring, Jr. Birthday. Third Monday in January Memorial 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 1. 2. 3. 4. 5. 6. 7. 8. 9. When one of the above named holidays or a special holiday is declared by the City Council, falls on 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 the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: I AASHTO - American Association oF MGD " State Highway Transportation ,_1 _ Of f icials � ASCE American Society of Civil � Enqineers � LAW - In Accord�nce With ASTM - American Society of Testing Materials AWWA - American Wat�r Works Association I ASA�, - American Standards Association "'" HI - Hydraulic Institute Asph. Ave. Blvd. CI CL GI Lin. lb. MH Max. _� - Asphalt - Avenue - Boulevard - Cast Iron - Center Line - Galvanized Iron - Linear or Lineal - Pound - Manhole - Maximum - Million Gallons Per'•�' Day CFS - Cubic Foot per Second Min. - Minimum Mono.- Monolithic $ - Percentum R - Radius I.D. - Inside Diameter O.D. - Outside .Diameter Elev.- Elevation 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 C1-1 ( 5 ) ' , _ � ' � C1-1.27 CAANGE ORDER: A"Chaage Order" is a written supplemental 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 bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25$ of the amount of the particular item or items in the oriqinal proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 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: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or with ouk separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An u�paved street, all�y, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: para�lel lines two (4') feet back of exists. The roadway is defined as the area between (2') feet back of the curb lines or four the average edge oF pavement where no curb C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has �een added one or more applications of gravel or simil3r material other than the natural material found on the street surface bePore any i�provement was made. C1-1 (6) Y � • � � �� I � SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL 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 prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishinq 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 openinq 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 of ten (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 to be --• received, and such experience must have been on projects completed not more than five (5) Xears prior to the date on � which are to be received. Th-e Director of the Water � department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water i 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 �o be furnished as may be listed in the proposal C2-2(1) � � 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 perfor�ned or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be Eurnished 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 Contract Documents on file wit�h the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will 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. Bidders are required, prior to the 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, boring, and by such other ,. means as• may •be -necessary to gain a complete knowledge of thz conditions which will be encountered during the construction of the project. Th�y must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi�ed for its completion, and obtain all information required to make an intelligent proposal. No information given by the Oraner or any representative oF the Owner other than that contained in the Contract Documents and officially promulgated addenda ther�to, shall be binding upon the Owner. Bi3ders shall rely exclu�ively and solely upon their own estimates, investiqation, research, tests, explorations, and other data which are necessary for full and-complete information upon which the proposal is to be bas�d. It is mutually agreed that the submission of a proposal is prima-Facie evidence that the bidder has made the investigations, examinations and tests herein required. Claims For additional comQensation due to variations between conditions actually 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 CZ_2�2� �� ' !' .�r � � � � � C- ..� � � i� �� Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. � C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his � Proposal on the form t'urnished by the Owner. All blank spaces � applicable to the project contained in the f�orm 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 furnishe the materials required. All such .prices shall be written legibly. In case .-' oF discrepancy between the price written in 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 aqent. 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 sig:n �I proposal must be properly certified and must be in writin and � submitted with the proposal. g C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any aiteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopenEd. 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 awar$ed or other disposition is made thereof.� The bid security of all other bfdders may be returned promptly after -+� the canvass of bids. C2-2(3) i` C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, a�ccompanied 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 Bidder's 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 Biddsr must have the proposal actually deliv�red. Each proposal shall be in a sealed envelope plainly marked with the word "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 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: Any bidder may ;.modify his pronosal by telegraphic communica�ion 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 providzd further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such conPirmation ia not received within 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 publiciy opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." Al1 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 f or the opening of bids. C2-2.11 IRRE ULAR PRQPOSALS: Proposals shall be considered as being "Irrequ�ar" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities.of any kind. However, the C2-2(4) � �� i"'" fl i� � �� . t rr �� i Ilr ! � s� � � r � �� , �� i , �I , �� i..� _- Owner reserves the riqht to waive any and all irreqularities """� and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. �I 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: � � �� t rj � a. Reasons for believing that collusion exists among bidders. b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c. 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. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make�:-� g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: l. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. 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. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(5) �� . PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After 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 maybe considered £or ..� the best interest of the Owner. r. 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 a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor f urther agrees, upon request by Owner, to allow and audit�and/or an examination of any books, records, or files in the possession � of�Contrac tor that will substantiate the actual work performed "" by �the MBE or WBE. Any material misrepresentat.ion of any �� nature will be grounds for termination 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 �;i bidding on future Contracts with the Owner for a period of time of not less than six (6) months. � C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall V comply wi�h Current City Ordinance prohibitinq discrimination � in employment practices. f i �J C3-3 (1) 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 withholdfinal 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 wi 11 an award be made unt i 1 af ter investigations have been made as to the responsibility of the proposed awar3ee.•. 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. All 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 or the Owner has otherwise diaposed of the bids, after which they will be returned by the City Secretary. C3=3.7 BON DS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufEicient performance bond in an amount not less than 100 p ercent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, g uaranteeing the f ull and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the C ontractor, or improper execution of the work or the use of inf�rior materials. This performance C3-3 (2) `j . � �l �f � �� - bond shall quarantee 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 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 oroposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. � � c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amou�nt 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 wor;c provided for in the contract being constructed under these specifications. Payment : Bond shall remain in 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. . .�, .rJ No sureties will be accepted by the Owner which are at the time.in default or delinquent on any bonds or which are inter.ested in any litigation against the owner. A�1 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 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 C3-3 (3) � 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 the 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 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 occuring to the Owner by reason�of.said awardee'S failure to execute said bonds_and... contract`:.within ten:(10) days, the proposal security accompanying t he proposal shall be the agreed amount of damages which 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 �}ntil 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 stipu�ated 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, co�nmence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for deliverinq to the Owner the sub-contractors' C3-3 (4) � � �� i' � ;� i� � ,� �. �' � � � � � 1 � . � � �� l ,,�► .,ti I ��, � _� i ,...� � r i } . � � � 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 coveraqe of all sub-contractors. a. COMPENSATION INSURANCE; The Contractor shall , maintain, during the life of this contract, Workers' Compensation Insurance on al.l of his employees to be engaged in work on the.project under this contract, and for all sub-contracto.rs. In case any class of employees engaged in hazardous work on the project under this coritzact is not protected under the Workers' Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of . such oP his employees not so protected. , b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintaiin during the life of this contract Contractor's Comprehensive General Liability Insurance; (Public Liability and Property Damage Znsuranee) in an amount not less than $500,00� co�veri•ng each occurrence on account of bodily injury,.including death, and in an amount not less than �5500,000 covering each occurrence on account oF property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one: of the above-mentioned policies, and in the amount as set f orth for public liability and property damage,,the following insurance: • 1. 2. Contingent Liability (covers Gene.ral Contractor's Liability for acts o.f sub-contractors>. . � Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (if excavations are to.be performed adjacent to same). �", 4. Damage to undergra�ind utilities for.$500,000. C3-3 (5) .� � ' . � 5. 6. Builder's risk (where above-4round structures are involved). Contractua�l Liability (cove�rs all' indemnification requirements of Contract). c}. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life oF this Contract, Comprehensive Automobile Liability insurance in an amount not �.ess than $250,000 for injuries includinq accidental death to any one person and subject to the .same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insuranc� 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, an3 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. (Sample attached.) 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 oparations. q. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding compan.ies with whom the Contractor's insurance and performance, payrnent, maintenance and all such other bonds are written shall be represented by an agent or agents having an ofEice located within the city limits of the C3-3 (6) , ,""� r� � i , �l � 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 authority and power to act on behalf of the j 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 name of the agent or agents shall be set ..r ' 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 �ervices when due. � C3-3.13 WEEKLY PAYROLL: A certified coQy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after thP 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 posted in a conspicuous place at the site of the project at all times during the course of the Cdntract. 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 Cor�tractor, �� whether a p�rson, p�rsons, partnership, company;, firm, association, corporation or other who is approvsd to do business with and ent�rs into a contract with the City for �'"I construction of water and/or sanita-ry 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 �uperintendent) 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, r"l thus delegated and dir�cted, to settle all material, labor or J other expenditures, all claims against the work or any other �� C3-3 (7) matter associated such as maintaining adequate and appropriate insurance 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 Cont•ractor'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 direct by local authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative Pail to perform to the satisfaction of Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working �time. wi11 .be for periods in which wor;c stoppages ar� in effect for this reason. C3-3.15 VENUE: VQnue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8) � ' r� � PART C - GENERAL CONDI'PIONS C4-4 SCOPE OF WORR �l SECTION C4-4 SCOPE OF WORK ,,,1 C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite i 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 a�nd intent of the Contract Documents. It is � definitely understood that the �ontractor shall do all work as provided for 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 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, then "Special Provisions" covering all such work 1 will be prepared by the Owner previous to the time oE � receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents ' just as thouqh 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 tb extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shal� perform the work as altered, increased or decr.eased at the unit prices. '�`1 Such increased or decreased quantity shall not be more than 25 � percent of the contemplated guantity of such item or items. When such changes incr�ase or decrease the original quantity I of any item or items of 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 party be � entitled to a revised consideration upon that portion of the work above or below the 25 percent of the oriqinal 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 C4-4 (1) i� f ,� waiving or invalidatinq any conditions or provisions of the + Contract Documents. _ Variations in quantities of sanitary sewer pipes in depth categories, shall be interpr�ted herein as applyinq to the overall quantities or 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 righE to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of t'he project as a w:�ole. Such changes shall not be considere3 as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and �lterations 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 beEore any extra work is begun a"Change Order" shall be executed or written order issued by the Owner to do the work for oayments or credits as shall be d�termined by one or more combination of the following methods: a. � Unit bid price previously approved. An agreed lump sum. c. The a.:tual reasonable cost of (1) labor, (2) rental of equipment used on the ex�ra work for the time so used at Associated General Contractors oF Am�rica current equipment rental rates; (3) materials entering perman�ntly into the project, �nd (4) actual cost of insurance, bonds, and social security as detzrmined by the �wn�r, plus a fixed fee to be agreed uoon but not to exceed 10$ oE the actual cost of such extra work. The Fixed f�e is not to include any additional profit to the Contractor for rental of equipment owned 'oy him and used for the extra work. The fee shall be full and complete compensation to cover the cost oF sup�rintendence, overhead, other pcofit, general and all other exp�nse not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost racords on the form and in the method C4-4 (2) r� i� t .� � s � � � 1 � � � ,� , � i . �� 1 suqgested by the Owner and shall give the Owner '�� access to all accounts, bills, vouchers, and records relating to the Extra work. l No "Change Order" shall become effective until it has been �,� approved and signed by each of the Contracting partiPs. .� No claim for Extra '�lork 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 ord�rs 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 uQon 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 � reasonable cost thereof as provided undzr method (Item C). Claims for extra work will not be paid unless the Contractor � shall file his claim with the Ownzr within five (5) days before the time for making the first estimats after such work j is done and unless the claim is supported by satisFactory,,M �j vouchers and certified payrolls covering all labor and� materials expended upon the said Extra Wor�. �� 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 prepar� for , permanent record a corrected set of plans showing the actual �,., . iastallation. � �I r�� 1 , The compensation agreed upon for 'extra work' wheth�er or not iniit.iated by a'change order' shall be a full, complete anci final� Payment Eor all costs Contractor incurs as a rJsult or relating to t'ne change or extra work, whether said costs are known, �inknown, foreseen or unforeseen �t that � time, includi:�g without li�nitation, any costs for delay, extended ovarh�a3, ripple or impact cost, �r any other eFEect on changed or unchanged work as � r�sult or the c�iange or extr3 work. C4-4.6 SCHEDULE OF OPERATIONS: BeEore commencing any work under this contract, the Contractor shall submit to the Ownar and receive the Owner'� approval therzof, a"Schedule of Operations," showing by a straight line method the date af commenciag and finishing each oE the major elements oE the contract. T'nere sh�ll be also shown th� estimated monthly cost of work for which estimates ar� to be expectzd. Thera C4-4 (3) _ _ J� , ,� I, shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the,percentage of comuletion plotted vertically. The orogress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT f� FACILITIES: Within ten (10) days prior to submission of 1 first monthly progress payment, the Contractor shall 4 prepare and submit to the Owner for approval six copies of � the schedul'e 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 entzr on the diagram the actual progress at the end of each pa.rtial payment period � or at such intervals as directed by the Engineer. The � Contractor shall also revise the schedule to reflect any � adjustments in contract time approved 'oy the Engineer. � Three copies of the updated schedule shall be delivered at �"" such iatervals as directed by the Owner. �,. As a�inimum, the construction schedulP 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 schedulP, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract .rPquirPments. The.following guidelines shall be a3hered to in przparing ;'�' the•construction schedule: �iir a. Milestone dates and f%nal project completion dates shall be d�veloped to conF�rm to time constraiats, sequencing requirements and completion time. b. The construction process shall be divided into activities with ticce durations oi approximately f ourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities ar� exceQtions to this quideline. � i� C4-4 (4) �� . �� c. Durations shall be in calendar days and normal "�� holidays and weather conditions over the duration a oF the contract shall be accounted for within the , duration of each activity. . d. One critical path shall be shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start 3ate and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal .review unless otherwise specified. -1 ..� �f � �' �� .-I � 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 approximatzly fourteen (14l days duration. `' For each general category, the coastruction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For zach of the tra�es or 5ubcontracts, the construction schedule shall indicat� the following Qrocurements, construction and preacceptance activities a�d events in their logi�;al sequence for equip.mPnt and mat�rials. 1. Pre�aration and tr.ansmittal of submittals. 2. Submitkal .review periods. 3. Shop fa'�rication and delivery. 4. Erzction or installation. 5. Transmittal of manufacturer's operation and maintenance instructi�ns. 6. Installed equipment and mat�rials te��ir►g. 7. Owner's operator instruction (if applicable). 8. Final inspection. .� C4-4 (5) � � i s 9. Operational testing. 10. Final inspection. 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 scheduled Qrogress and to insure com�lstion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Cont.ractor to incrzas� the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost'to the Owner. Failure of the Contractor to comply with these r�quirements shall be considcred grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligencs as will insu.re its completion within the time s�ecified. ..� j. .;� i� � ,� r4-4 (6) , ; � � � � PART C - GENERAL CONDITIONS C5-5 CONTROL OF WORR AND MATERIALS SECTION CS-5 CONTROL OF WORK AND MATERIALS �� CS-5.1 AUTHORITY OF ENC�INEER: 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 the construction, interpretation of the } Contract Documents, acceptable fulfillment of the contract, "'� compensation, mutual rights between Contractor and Owner under ., these 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 r,, completed and materials furnished, and his decisions and � estimates shall be final. His estimates in such event shall be a condition to 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 I 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 Enqineer must, with€n 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.� � CS-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with 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 Enqineer durinq construction will in all cases be ^! determined by the Enqineer and authorized by the Owner by ' Change Order. C5-5 (1) . � '' � � i � 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 dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparznt 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 f ulfillment of the intent of the Contract Documents. In the event 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. C5-5.4 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 Contract 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 possible way. 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 oP the project a competent, English-speaking superintendent and an assistant who ara fully authorized to act as the Contractor's agerit on the work. Such superintend�nt 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 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 C5-5 (2) .� 1 �� , i � �, ,� � � � � � F � �iiN �•A � .� � . �� i l� � , �` . � '�1 adequately provide for the safety or convenience of the travelinq public or the owners of property across which the project extends or the safety of property contiquous to the � project routing. ..� �� rr ' � ! ,,,, , i � � I .,.� 1 V �. � i 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 WORR: 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 emzrgency 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. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if speci.fically called For. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed,, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. CS-5.7 CONSTRU�TION STARES: The City, through its Engineer, will furnish t e Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, qrades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with qood practice. C5-5 ( 3 ) ' 1 � 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 fs authorized by the Engineer to remove them. Whenever; in the opinion of the Engineer, any stakes or markings have been careles�ly 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. CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: 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 inspec.tion or�lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case �f any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or �quipment 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 authorize3 to revoke, alter, `nlarge, or release any�•requirement of these Contract Documents, ncr to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. He will in no case act as superintendent or foreman or,oerform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor 3ny co�npensation 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 th e Contract Documen ts, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written app�al to the Engineer for his decision on the matter in controversy. CS-S (4) !' � �� r� � 1 � i� � � ' il � � �.,,1 . �l C5-5.9 INSPECTION: 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 ^1 directed. Af ter 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 be 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. u� � rr � f; ; �� CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: Al1 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 for by the - Owner. Work so done may be ordered removed at the � Contractor's expense. Upon the 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 defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thezeof may be deducted from any money due or to become due to the.Contractor. Failure to require the removal of any defective or unauthorized work shall not consti�ute acceptance of such works. � . C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if 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 substit�ite certifying in writing that the proposed substitute will perForm adequately the f unctions called for by the general design, be similar and of 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 C5-5 (5) i� substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written,approval of Enqineer who will be the judge of the equality and may require 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 anci expenses lincluding attorneys fees) arising out of the use of substituted materials or equipment. CS-5.12 SAMPLES AND TESTS OR 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 Qaid 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 be 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 materials, unless otherwise specified, will be made in accordance with:the latest methods prescribed by the American Society for Testing Materials or specific 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 tests have beeh made and the materials approved for use. The Contractor will furnish.adequate samples without charge to the Owner. In �ase of concrete, the aggregates, design n�inimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is-placed, and the Contactor 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 same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be ma3e prior to the use of the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which used in the construction operation shall be store insure the preservation of the quality and fitness of When directed by the Engineer, they shall b� placed platforms or other hard, clean durable surfaces and CS-5 (6) are to be d so as to the work. on wooden not on the r� �� t .., �� .- � :1� t s � :� � t� }� 1 � �� i �� i yj . i �� r"� 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 i 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 th2 plans or to show them in their exac t 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 Documents for Extra Work shall apply. 'j It shall be the Contractors responsibility to verify 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 Qrocess to provid� 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 utility companies at least forty eight (48) hours in advance of construction including exploratory � exc'avation if necessary. Al1 verification oF existing uti2ities and their adjustment shall be considered as subsidiary work. - r- • CS-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of �i work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall �I be r�quired to: 1 1. Notify the Water Department's Distribution Division as to location, time, and schedule of �""� service interruption. ,�1 � �5_5 �, � � �, 2. Notify each customer personally throuqh responsible personnel as to time and schedule of the 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, and in large bold type shall say: "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and . This inconvenience will be as short as possible. Thank you, Contractor Address Phone b. Emerqency: 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 any such claim. C5-5.17 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 keepinq with a daily routine established to the the satisfaction of the Engineer. Twenty-fours fours after written notice is qiven to the Contractor that the clean-up on the job sit� is proceeding in a manner unsatisfactory to the Enqineer, if the Contractor fails to correct the C5-5 (8) �.' � 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. �.r� r. Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and final payment.will be made, the Contractor shall clean and remove from the site of the project all surplus and 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 Contractor for any clean-up required on the project. CS-5.18 FINAL INSPECTION: 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 ma3e. Such inspection � will be made within 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 �otification of the Engineer and the date of f inal �,,1 inspection of the work. � J -� .i 0 _� 1 C5-5 (9) ' � :a PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY � , SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILZTY 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, r 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 patents, trade-marks, and copy rights in any way•involved in the work. The Contractor an� his sureties shall• indemnify and save harmless the Owner fro:n 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 copy right 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 by reason of such infrinqement at any `r time during the prosecution of the work or after completion of , the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the 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 (1) � C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to 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 of 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 in a clean and sanitary condition, 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. 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 so 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 property 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 operations, 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 appr�priate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approve-d by the Engine�r at any location, the Contractor shall make arrangements satisfactory to 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 cnaterials 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, C6-6 (2) (� � !� ; � i � � .� �• � �� . �� l gas valves, or manholes in the vicinity. The Owner reserves f the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety whicli may come to � its attention, after twenty-four hours notice in writinq 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 monies due or to .' become due to the Contractor. �' The Contractor�, after ap�roval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is re�uested 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, 1 alleys, or hydrants are again placed back in 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 of such crossings. :� The Contractor shall at all times conduct his operation and �' the use of construction machinery so as not to damage or .' destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of � property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file.with the �. Engineer a written statement showing all such claims adjusted. �' C6-6•.6 PRZVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the �I Contractor will be permitted to use and occ�py such portions ; of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the I 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 ,I 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 � C6-6 ( 3 ) , � .! 'i� I 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 will 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 methods 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 days prior to the time of his intentions to begin 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 WATCHMEN: 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 �naintain at least one easily visible burning light at each barr•icade. 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 "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating TraFfic on Aighways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) r„�, � � � ,� ; £� � t i� � , �� J 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 Divisio�n (phone number 8780-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent siqn 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 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. � The Contractor will be held resoonsible for all damage to the work or the public due to failure of barricades, signs, � fences, lights, or watchmen to protect them. Whenev�r evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The ^1 Contractor's responsibility for the maintenance of barricades, 1 signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted � by the Owner. —� No compensation, except as specifically provided in these r, Contract Documents, will be paid to the Contractor for th e ,� wor� 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 pr osecution 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 hours in C6-6 (5) advance of the use of any activity which might damaqe 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 Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencinq and 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 an�d 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 watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use 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 or 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 Cont�actor shall be provided by him at his own expense. Such additional rights-of-way or work area shall bs 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 riqhts-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 shal.l use C6-6 (6) �j . i .�� ( every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbinq, and all other types l of structures or improvements, to all water, sewer, and qas lines, to all conduits, overhead pole lines, or appurtenances v� thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the *"l work . �;� The Contractor shall notify the proper representatives of r. owners or occupants of public or private lands or interest in • lands which might be affected by the wor;c. Such notice shall be made at least 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 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. When and where any direct or indirect or injury is done to � public or private property on account of any act, omission, � neglect, or misconduct in the execution of the work, or in •�1 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 b� 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 or a better than original condition upon completion of this project. �� When wire fencing, Pither 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 at point of the proposed +r' cut in addition to the cross braced posts provided at the �.., permanent easements limits, before the fence is cut. ,� Temporary fencinq shall be erected in place of the 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 enterinq the construction area. The cost for f ence removal, temporary closures and replacement shall be , subsidiary to the various items bid in the project . C6-6 (7) �' � L.� i� 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 damage or injury, the Owner may, upon 48 hour 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 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, subcontractars, licensees anc� invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, emQloyees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnif y, hold harmless and defend Owner, its oFficers, agents, servants, and employees from and against any an all claims or suits for property damage or loss and/or personal injury, including death, to any and all p�rsons, of whatsoevzr kind or character, whether real or �sserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole'or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and employ�es for property damage or loss, and/or personal injuries, includiag death, �o any and all persons of whatsoever kind or charactar, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be periormed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6-6 (8) � � ,'� �r F�i � � �i «�, � Mr+ � '�, in whole or in part, by alleqed negliqence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise ! covenants and agrees to, and does hereby, indemnify and hold �, harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this 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 officers, aqents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. In the event a written claim for damages against the contractor or its 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 r„ final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a �� period of 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 claim 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 ^„i semi-final payment to be in an amount equal to the total � dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then '� 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: � 1. The claim has been settled and a release has been obtained from the claimant involved, or � 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. � If condition (1) 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 (2) above is met at any , time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the C6-6 (9) '1 ,� 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 of 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 Dep3rtment 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 alleged damage by reason of the acts or omis.sions of the Owner, he shall within three days after the actual sustaininq of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of 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 f or.compensation shall be waived, and he shall not be entitled to payrnent on account.of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIESS ETC.: 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 issuPd 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 ma�ing 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 pumpinq facilities and temQorary outlets or divsrsions. The Contractor, at his own cost and expense, shall construct such trouqhs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewaqe C6-6 (10) �.' I � � � ,� � � � � � �� I� .� l� , � � ' � �� r+, 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 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 wat�r in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. �-I City w�ter 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 sha11 be �,� installed by the Contractor at his own expense. ,,,� The Contractor's responsibility in the use of all existing fire hydrant 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 regular established rates. When �-~i 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 t 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 Lj 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 of any of the provisions of 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 ooerations on the part of the Contractor, shall be performed by the Contractor at his own ex�ense. �� 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 damag� to the work or any part C6-6 (11) � � thereof by action of the elements or whatsoever, whether arising from the execution of the work. The Contractor.shall rebuild, and make qood at his own expense all injuries portion of the work occasioned by any of causes. � � f rom any cause w+ or nonexecution = repair, restore, "" or damage to any � the hereinabove � 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 accep.tance 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. 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 oP 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. 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, excisP, and Use Tax Act, the Contractor may purchas�, rent or leas� all materials, supplies and equip.ment used or consumed in the performance of this contract by issuing to his supplier an ex`mption certificate in lieu oP the tax, said exemption certificate to compiy with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in lieu �f-thP tax shall be subject to an3 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. On a contract awarded by a developer f�r the construction of a publicly-owned improvement in a street right-�f-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies Eor exemption pursuant to the provisions of Article 20.04 (H) of the Texas limite3 Sales, Excise, and Us� Tax Act, the Contractor can probably be exempted in the same manner stated above. C6-5 (12) � ■ � S � � � w � � !' � � � � l � � � � � �I 1 ' � � � � � �.� � � *"'� ! ..� .� 1 1 � Limited Sale, Excise and Use Tax permits and information can be obtained from: Comptroller of Public Accounts Sale Tax Division � Capitol Station Austin, TX C6-6 (13) , � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS �� SECTION C7-7 PROSECUTION AND PROGRESS: � C7-7.1 SUBLETTING: The Contractor shall perform with his own '� organization, and with the assistance of workman under his immediate superintendance, 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 or work�en of the , Contractor and shall be subject to the same requir�ments 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 Y` 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 by 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 j 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 ootion 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 actual � 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 and step by step the manner of � C7-7 (1) i prosecutinq the work and orderinq 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 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 suffi�ient 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 scuh sequencinq shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the 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 of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. 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 way greater than is necessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which cperations are in p'rogress before the work is commenced on any additional section or street. . C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is available. �The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. 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 C7-7 t2) Y� r �„ � � � � , . � , �1 �-� otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and � such p�rson or persons shall not be employed again thereon without written consent of the Engineer. � � �' , � r � ; �.. �, ) � 1 �,� 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 satisfactory rate of progress. Al1 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 sha11 be maintained in a satisfactory, safz and efficient working condition. Equipment on any portior, oF the work shall be such that no injury to the work, workmen or adjacent prooerty will result from its use. C7-7.6 WORK SCHEDULE: Elapse3 working days shall be computed starting with the first day of worK comolPted as defined in C1-1.23 "'v�ORKING DAY" or ttle date stipulated i:� the "WORK ORDER" for beginning work, whichev�r comes first. Nothing in these Contract Docu�nents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the fol.lowing r�quirements are met: a. A request to work on a specific Le�al Holiday must be mad? to th� than the proceeding ThurSday. Saturday, Sunday or Engine�r no later b. Any wor'�c to oe done qn the project on such a speciEic Saturday, Sunday or Legal Holiday must bP, in the opinion oF the Engineer, essential to the timely completion of tne project. The Engineer's decision shalt be Final in responss to such a request for approval to work on a specific Saturday, Sun3ay or Legal "rIoliday, and no extra compensation shall be �1lowed to the Contractor For any work perEormed on such a specific Saturday, Sunday or Lega1 �oliday. Calendar Days shall be deEined in C1-1.24 and the Contractor may work as he so desires. C7-7 (3) 0 i C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the workinq operations within the time specified in the Contract Documents and set forth in 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 establishPd 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 oP 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 the time of completion be requested such request will be forwarded to the City Council for approval . In adjusting the contract time for completion of.work, consider�tion will be given to unEorseeable causes aeyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantin� restrictions, strikes, freight embargoes, or 3elays of sub-contractors due to such causes. When the date of completion is bas�d on a calendar day bid, a request for extension of time bPcause of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be con�idered only when a review of the Contractor's purchase order dates and other per�inent data as requested by the Engineer indicates that the Contractor has made a bonaFide attempt to secure delivery 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 woric and materiats in greater amounts or quantities than those set forth ia the approved Contract Documents, then the contract time may be in�reased by Chanqe Order. C7-7.9 DELAYS: The Contractor shall receive no com�ensation 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 matzrial, iF C7-7 (4) �� ►� � .� ;i� I `� �+ � ; �� '� � i� l�- i'' ' �r' � .� �� -' � t�.' r' any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engin�er 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 b� final an3 binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance oF extra work, or by the failure of the City to provide material 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, howevzr, be subject to the approval of t'�e City Council; and no such extension of time shall r�lease the Contractor or th� surety on his perEormance bond from all his obligations hereunder which shall remai:� in full force until the dischar�e oF the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential el�ment of the contract. Each bidder shall indicate in the appropriate place on the last pag� oE 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 b� specified by the City in the Proposal section of the contract documents. "� �.' The number of da�s indicated shall be a rzalistic estimate oE .� the time required to complete the �uork covered by the specific � contract being bid upon. The amount of tim? so stated by the successful bidder or the City wi11 become the *ime oE , completion speciFied i� the Contract Documents. �' � 1 a .� 4 ...� � ., i For each calendar d�y that any w�rk shall remain uncomol��ted after th? time sgeciEied in the Contr3ct �ocuments, or the increased time grant�d by the Owner, or as atitomatically increased by additio:�al worK or mat�rials ord�red after th� contract is signed, the sum per day given in the followin� schedulP, unless otherwise specified in othar parts of the Contract Docucaents, will be deducted from monies due the �ontractor, not as a penalty, but as liguidated da;nages suf Eered by the Ow~�er. AMOUNT OF CONTRACT $ 5,001 $ 15,001 $ 25,001 $ 50,001 $ 100,001 Less than $ 5,000 to $ 15,000 to $ 25,000 to $ 50,000 t� $ 100,000 to $ 500,000 C7-7 (S) inclusive $ inclusive $ inclusive $ inclusiv� $ inclusiv� $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 I, r $ 500,001 to $1,000,001 to $2,000,001 and over $1,000,000 inclusive $ 315.00 $2,000,000 inclugive $ 420.00 $ 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 b� 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 paym�nt for stand-by time of construction equipment and/or construction crews. If it should become nec�ssary to suspend wor;c 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 damage3 in any way, and he shatl tak? every precauti�n to orevent damagz or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures wh�re 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 Eorth in Paragraph C7-7.8 EXTENSION OF THE 'PIME OE 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 movinq his equipment off the job and returning the necessary equipment to the job w:�en i� is determined by the Engineer C7-7 (6) h`� � / � � � � t . � i � � t � �. � � ,� rr � �ii � � �„ that constrsction may bs r�sumed. Such reimburse.ment shall be ba�ed on actual cost to the Contractor of moving tze eqiipment an3 no proEit will be �llowed. No reimbursement shalt be allow�d if. the equi�:nent is mov�d to another construction c�roject ior the City oF Fort �ort%i. The Contracr_or anall not susoPnd work without written notir_e fr��,r, the Engine�r a;�3 shall proc�ed with the w�rk op�r��ions �romptly when notiEiPd by t�ze EnginePr to so resuma �,, operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: �Ihznev?r, �Acause of N3tional E�nergency, so declared 'oy the Prasid�nt oE the Uni�ed States or other ta�f�sl a�lthority, it ,r,,, oecom�s imoossible Eor the Contractor to obtain a11 0� the necessary labor, materials, and equipment for the prose�ution c�F t"�e work with �easonable con=inuity Eor a p=_riod oL two ; months, the Corltractor 5ha11 within seven days notify the ��ity " in �ariting; giving a d?tai1�:� statement of. tne eEE�rt� wz�ch �,,, zave b��n mad�� and li�ti:z� all necessary it�ms oE labor, materials, �nd e�uipment not �btainable. If, after investig3tions, the Owner finds that suc:� con3itior.s �xi�tin3 and that tn� inability oE the Contractor to urocee3 is not a�trioutaole in w�ole or in part to tii� Fa�.�1t �r �lag1=_ct "of ,,,,t tne Contra�t, tnen if the Owner cannot aEtar r2a5�na�le �ffort assist the Contractor in procuring and maRing available the - rlec�s�ary labor, �nateriats and e��i�merit within tl�irty days, T� the Contractor rnav reC?l1P`�t the Owner to ��min3�� t�a contr.��t a7_� th� �wn�Y ma� com�ly witn th.=_ request, an,�3 t�= t�r�in��.ion , :��11 be con3itiored an3 oa�c�� u��n a�inal �et`1��nt ' m�itu�tly acce��t�:�l� to ��t�� t�` �wn�r an3 tha �_o�`ract�� an.3 Fl�ldl 7d�7�TlF?1� 3i�d1L f�� fll.�:�� 1Cl dC�QC3�;1�� Wl�R til� `"'[l7 O� t�.: a�ce�3 sat�:.ement, whicn stlatl includA, bat not �� 1i:nit�3 ' '_�, rhe nal�nent Eor all wor�c exA�uL�,� c�,st �i� �ntici�a'��.� �,,;. �r�Fi*s on w�r�c �aZi�:h has not 'o�e� oerE:�rm��:�. .-�, � � , ; � f .� �.7-7,14 SUSPENSION OR ABANDONMENT OF THE WORE� AND A'.VtiliL�lENT Or CQNTRACT: T'�e w�_� o�?ca�ion� on �11 .�� any oor:ion or section of t�e wo_rk an�3?r �ontr3ct s�iall be sssp�n3e,.1 imme3iat��y on writ�en ,�raar o` th� Engin�ar or ti�a Co.'1�r3-` m�y b� a��lar�3 ca�cellJ:� oy the C�.�_y Co�incit For an; go�d a��i s�1�ELC1-L'�lt cause. The follo�ai�:�, 5� way oF �xamnl�, ost nor_ �E li:nitation, m3y be consi3sre:i gr�unds Eor suso:nsi�n o.c ��ancellation: �. F�ilure oF the Contractor to commencA work ooPrations witnin th� time soPcified in the W�rk Or3�r issued by thz �w�?r, �,7-7 ; 7 ) 0 b. Substantial evidence that proqress of the work operations by Contractor is insufficient to complete the work within the specified time. c. Failure of the Contractor to suffir_ient labor and equipment the working operations. provide and maintain to properly execute 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 on the work satisfactorily. 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 Contr3ct 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 Engin�er or the Owner. h. Substantial of illegally fraud on the contract. evidence of collusion for the purpose procuring a contract or perpetrating City in the construction of work under i. A substantial indication that the Contractor has ma3e an unauthorized assignment of the contract or any funds due ther�from for the benefit of any cre3itor or for any other purpose. �j. k. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. - If the Cont.ractor commences legal a�tion agai:�st the Owner. A copy of the suspension order or action of the �:ity Council shall be served on the Contractor's Surzties. 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 thereoE which the Owner has ordered the Contractor to discontinue, and may perPorm thn same or may, with the written �7-7 (8) I� � � � # � ` � � f "� ;� ( � t , p., 1� , � L ±�'1 � ,.� 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 att, within two wee'�cs after the . written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authoriz�d �. 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 p�rFormed by them in accordance with the terms o� the Contract Documents. All moni�s remaining due the Contractor at thz time oE this default shall thereupon become due and payable to the Sureties as the work progres5�s, subject to all of the terms of the Contract Documents. In case the �ur2ties do not, within the hereinabov� speciEied time, exercise their ri�ht and ontion to a�sam2 th� contract +� responsibilities, or that portion thereof which tne Owner has ordered by the Contracto.r to discontinue, then the Owner shall *" have the power to complete, hy contract or otherwise, a� it �� may determine, the work herein described or such part t��reof as it :nay deem necessary, and the Contractor her?to agr�es � that the Owner shall have th� right to take poss�ssion oF an3 use any materials, plants, tools, equipment, supplies, and prooerty of any kind provided by the Contractor for the purpose of carrying on the work and to orocur� other tools, ' eq�iipment, materials, labor and progzrty Eor the complPtion of � the work, and to charge to the account of the Contractor oE said contract expense for labor, materials, tools, equipment, '; and all expenses incidental thereto. Thp expense so c'narged j shall be deducted by thz Own�r £.rom such monies as may be due or may become due at any time tilereaft�r to the Contr3ctoc und?z and by virtue of the Contract ar any oart thnreof. Th� �, Owner stlall not b� r��uir�d to obtaia th� lowest bi�3 Eor t�ie work completing thP contract, but tha exp2nse to be 3edu�ted shalt be the actual cost oF the owner �E such work. �..� In. case sucn ex�enses shall excee3 the am��unt which wosld have been payable und�r the Contract if th� same h�d been comot��ed -; by the Cont.ractor, then th� Conrr�ctor and•his SurPties sha�l ', oay th� amount oF such exc�s5 to ehe City on noti:,� �ro;n th� Owner oE the excess due. When any particular nar� oE the w�r'�t . is being carried on by the Owner by contract �r ot;i:rwis� � under the provisions of t'nis se�+:ion, the Contractor shalt continue the remainder of the wer'K in conEormity with thP terms of the Contract Documents and iz such a manner as to not �""� hiader or interEere with performance o� the wor'�c by the �wner. � C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be �, considsred as having been fulf illed�, aave as pr�vid�d in any � bon3 or bonds or by law, when atl the wor'K and all sections or ' parts of the project covere�3 by the �on�cact Docuc�ents have � � C7-7 (9) been finished and completed, the final inspection made by the Enqineer, 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 termin3tion shall be effected by mailing a notice oF termination to the Contractor specifying the extent to which performancP of work under the contract is terminated, an3 the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumPd 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 notic� oP termination, and exc�pt as otherwise directed by the Enginzer, the Contractor shall: 1. Stop work under tha contract on the datz 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 auch portion of the work under the contract as is not terminated; 3. terminate all orders and subcontr3cts to the extent that they �elate to the performance of work terminated by thz notice of termin�tion; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, iE any, dir�cted by the Engineer: C7-7 (10) i . �� I� � � � 4 � � � � � i ' � f"` L,►� � �M I �� ' � 5. the E3bricat�d or unFabricated parts, work in process, comol�ted work, su�plies and other material produced as a part of, or acquired in connection with the performance of, the wor� t�rminated by the notice of termination; and b, the compl?ted, or partially complPt�d plans, drawing.�, inEormation and oth�r property which, if the contract had been completed, wou13 have been required to bP furnished to the Owner. •� . compl�te as shall notice of performance oP such p�rt oP the work n�t have been terminated by the termination; and 6. take such action as :nay be necessary, or as the Engineer may direct, for the protection �nd preservation of the property related to its contract which is in the p�ssession of the Contractor and i� which the Owner has oc �nay acquire the r2st. ' At a time not 1�ter than 30 days 3i t�r t.he �� termination date speciEied in the notice of te.rmination, the �ontractor may submit to the ,,,� Engineer a lisr, certifie3 as t� quantity and � guality, of any or all items of tPrmination inventory not previously disposed �f, exclusive of it�ms th� disposition of which has been dir�c�?�i or � authorized by the Enginear. Not later than 15 daf� � ther�aft�r, the Own�r shall acceQt tittP to such items providP�, that the li5t submitted shall 'oe , subject to veriEication by tlze Engiaeer uoon � removal oF th=: i te�:�s or, i E the items are s tor�d, `" � within 45 days Erom tt�e date of submission oF tne �,,,,� list, and any nec�ssar_y �djustmen.ts to correct the list as submitted, shall be mad� prior to Einal settlement. C. TERMINATION CLAIM: Wi�hin b0 day5 ait�c �or_ice of ter.mination, t}ze Contractor shall submit nis termination c13im t� the Engi�eer in the form and with the cz.rtification pcescribed by the Engineer. Unless one or more ext�nsion5 ia wri�ing 3ra granted by th? Own�r upon request oE th�� Contractor, mac�e in writing within such 60-�ay period oc authorized extension thereof, an;► and all such claims shall be conclusively deeme3 waivod, C7-7 (11) i � �� s ( �` D. AMOUNTS: Subject to the provisions of Item C7-7.16(C), 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 furt'aer reduced by the contract price of w�rk not terminated. The contract shall be amended acco�rdingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits. Nothing in C7-7.16(E) 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 dezmed 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 i n C7-7 . 16 ( D) upon the w:�ole amount to be paid to the Contractor by reason of th� termination of wor;s pursuant to this section the Owner shall 3etermine, 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. DEDUCTZONS: In arriving at the amount due the • contractor under this section, there sh�ll be deducted (a) all unliquidated advance or other payments on �ccount tt�eretofore made to the Contractor, applicable to the terminated porti�n of tlzis contract; (b) any claim which the Owner may hav� against the Contractor in connecti�n with this contract; and (c) the agreed price For, or the proceeds oF sale of, any materials, supplies or other things kept by the Contr�ctor o.r sold, pursuant to the provisions of this clause, an3 not otherwise r�cover2d by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the s2ttlement of the ter�ninated portion of this contract, the Contractor may file with the Engineer a request in writinq Por an C7-7 (12) �� i ;t' ;t I �� i � �� l «� �� `r' � �� ; � � r• equitable adjustment of the price or prices ' 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 safd contract does not contain an established contract � price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this 4 section shall limit or alter th� riqhts which the Owner may have for termination of this contract under C7-7.14 hereoP entitled "Suspension of Abandonment of the work and Amendment of Contract" � or any other right which Owner may have for def ault r- 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 responsibilities for their enforcement. The Contractor shall comply with federal, state, and local laws, ordinances, and re�ulations so as to protect person and property from injury, including death, or damage in connection with the work. �� ..� � �., � -� C7-7 (13) : L � � PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT � .� SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT 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, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. � � C8-8..3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall represe�nt the total cost f or ..� the Contractor to furnish all labor, tools, materials, , machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work to provide a compl�te 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 ti�e compensation, as herein provfded, in full payment � for furnishing all labor, tools, materials, and incidentals ` for performinq all work contemplated andlembraced under these ,.�,� Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, f or any ' unforesee►i defects or obstructions which may arise or be encountered durinq the prosecution of�the work at any time C8-8 (1) i� 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 oP suspension or discontinuance of such prosecution of the working operations as herefn specified, or any and all infringements of patents, trademarks, copyrights, or other leqal reservations, aad for completeing 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 deEects or imperfections in the construction or in the strength or quality of the material used or equipment or 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 havz been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to thP Owner For failure to correct the same as provided herein. CS-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day of each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the pr�vious month, or estimate period under the Contract Documents. Not later than thP lOth day of the montla the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last p3rtial payment was made exceeds one hundred dollars ($100.00) in amount, 90$ of such es�imated sum will be paid to the Contractor iF the total contract amount is less than $400,000, or 95$ of such estisnate3 sum will be paid to the Contractor if the total contract amount is $400,000 or g reater within twenty-five (25) days aftsr the regular estimate period. The City will have the option of preparing estimates on f orms furnished by the City. The partial estimate may include acceptable nonp�rishable matPrials d�livered to the work which are to be incorporated into the work as a permanent part thereof, but which at the th� time of the estimate have not been installed. (such payment will be allowed on a basis of 858 oF the net invoice value thereof.> The Contractor shall f urnish the Engin�er such information as he may r�quest to aid C8-8 (2) I� i� � �� ,� �� 1� 1 rw� • � .i 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 estimate �, 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 r" its quality oP 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 �he 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 r�� estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. � �� .j C8-8.7 FINAL ACCEPTANCE: Whenev�r 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 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 theraa.E, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment therePor as outlined in CS-8.8 below. � C8-8.8 FZNAL PAYMENT: Whenev�r all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requir�ments of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showinq 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. C8-8 (3) 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 accep�ance 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 to submission of the final estimate for payment, the Contractor shall execute an affidavit, as Furnished 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 f rom all claims or liabilities under the Contract .for anything done or furnished or relating to the work under 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 speciEically 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 oper�tions of the completed project, provided the Contractor has complied with the requirements of the aaid Contract Oocuments, all approved modifications thereof, and additions and alterations thereto approved in �riting by the Owner. The burden of proof of suc� complianc� 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. C8-8.10 GENERAL GUARANTY: 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 reliPve the Contractor of liability in respect to any exQress warranties or r�sponsibility for faulty matPrials or workmanship. The Contractor shall remedy any deFects or damages in the work and C8-8 (4) � � � �' pay for any damaqe to other work resultinq 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 andshall 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 guaranty as above outline. The Owner will give noticP of observe3 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 these 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 o.f which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rocx excavation and cleanup are general itzms 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 mat?rial will be made for only that amount of �. material used, measured to the nearest one-tenth unit. Payment for misc�llaneous placement of matzrial 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 anno�ated to stzow all changes made during the construction `"" process. These shall be delivered to Engineer upon completion _ of the work. . , C8-8 (S) ;l �� '11 �f � PART C 1 SIJPPLEMENTARY CONDITIONS 0 � SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or iiles in its possession that will substantiate the actual work performed by an MBE andJor WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the 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 (other than a negligent misrepresentation) andlor 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. C. C3-3.7 BOND�: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "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 the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to 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) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page CS-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such Revised 6/04/99 Pg. 1 � materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be � reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be �„ five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within iive (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold �„ future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered � following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the speciiications or other provisions of this contract. E. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION '" INSURANCE" � ""' F. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" G. C6-6.12 CONTRACTOR'S RESPONSIBLTTY FOR DAMAGE CLAIMS: Page C6-6 � (8), should be deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits `p for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, damaQe or death is caused, in whole or in part, bv the neQli�ence or '"' alle�ed ne�li�ence of Owner, its of�cers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and �,,, conditions of this Contract, whether or not any such iniury or damaQe is caused in whole or in nart bv the ne�liQence or alleQed ne�liQence of Owner, its of�cers, servants or emploVees.. Revised Pg. 2 6/04/99 � In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled andlor a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. `" The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. � C 0 �� 0 ! � Revised Pg. 3 6/04/99 � NOTE: The following revisions to Item C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS shall replace, to its entirety, that which is currently shown on Pages C6-6 (8) to C6-6 (10) herein. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS �, Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, damaae or death is caused. in whole or in part, bv the neqliqence or alleaed neqliaence of Owner, its officers, servants, or emplovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or � destruction to property the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damaae is caused in whole or in part bv the nealiaence or alleqed nealiaence of Owner, its officers. servants or emplovees. In the event Owner receives a written claim for damages against the Contractor or its �"� subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he �deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. r � � � C � .� � 0 � i & , �r,�:. �„ ..� .�,� . � ' ��:r� '� ' o :.'�+'�; y''. � � � y:.yy ��,t 3 � �.* '�F �y�� .^ � rY;i l�� PART D - SPECIAL CONDITIONS l�J � � C C� L■J � l�l l■J L! l! l■1 � � D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 D-51 AWARD OF CONTRACT ....................................................................................... SC-3 SUBMISSION OF CONTRACT DOCUMENTS ....................................................... SC-3 GENERAL.............................................................................................................. SC-4 TAXEXEMPTIONS ................................................................................................ SC-5 PROJECT DESIGNATION ..................................................................................... SC-6 EQUAL EMPLOYMENT PROVISIONS .................................................................. SC-6 PRE-CONSTRUCTION CONFERENCE ................................................................ SC-6 COORDINATION MEETINGS ................................................................................ SC-6 PROJECT ABANDONMENT .................................................................................. SC-6 BREAKDOWN OF BID PROPOSAL ....................................................................... SC-6 INDEMNIFICATION ................................................................................................ SC-6 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......... SC-6 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE.. SC-9 CALENDARDAY .................................................................................................. SC-11 SUBSIDIARYWORK ............................................................................................ SC-11 WAGERATES ..................................................................................................... SC-11 EASEMENTS AND PERMITS ..........:.:................................................................. SC-12 COORDINATION WITH FORT WORTH WATER DEPARTMENT ....................... SC-13 DAMAGE TO PRIVATE PROPERTY ................................................................... SC-13 SHOP DRAWINGS .............................................................................................. SC-13 CROSSING OF EXISTING UTILITIES ................................................................. SC-13 EXISTING UTILITIES AND IMPROVEMENTS ..................................................... SC-14 CONSTRUCTION TRAFFIC OVER PIPELINES ............................�..................... SC-14 TRAFFIC CONTROL ............................................................................................ SC-15 PAYMENT............................................................................................................ SC-15 DELAYS............................................................................................................... SC-15 DETOURS............................................................................................................ SC-16 BARRICADES AND WARNING SIGNS ............................................................... SC-16 EXAMINATION OF SITE ...................................................................................... SC-16 ZONING COMPLIANCE ....................................................................................... SC-16 WATER FOR CONSTRUCTION .......................................................................... SC-16 WASTEMATERIAL .............................................................................................. SC-16 CLEANUP FOR FINAL ACCEPTANCE ................................................................ SC-16 PROPERTY ACCESS ....................................:..................................................... SC-16 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......................... SC-17 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .................... SC-17 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC-17 SANITARY FACILITIES FOR WORKERS ............................................................ SC-18 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC-18 RIGHTTO AUDIT ................................................................................................ SC-18 INCREASE OR DECREASE IN QUANTITIES ...................................................... SC-19 CUTTING OF CONCRETE ................................................................................... SC-20 PROJECT DESIGNATION SIGN ......................................................................... SC-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .............................. SC-20 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SC-20 TYPE«C„ BACKFILL ............................................................................................ SC-21 CRUSHED LIMESTONE BACKFILL ..................................................................... SC-21 2:27 CONCRETE ................................................................................................. SC-21 TRENCH EXCAVATION, BACKFILL AND COMPACTION ................................... SC-21 PAVEMENT REPAIR (E2-19) ............................................................................... SC-23 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY.. SC-23 L�J SC-1 � PART D - SPECIAL CONDITIONS � � u L■J L�J � u �J � u � � L�' � l�l �i L�J Q-52 D-53 D-54 D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 80.1 80.2 80.3 80.4 80.5 80.6 80.7 80.8 80.9 80.10 80.11 80.12 80.13 80.14 D-81 D-82 D-83 D-84 D-85 D-86 D-87 SANITARY SEWER MANHOLES - OMITTED ...................................................... SC-24 SANITARY SEWER SERVICES - OMITTED ....................................................... SC-27 NOTUSED ........................................................................................................... SC-28 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ......... SC-28 DETECTABLE WARNING TAPES ....................................................................... SC-30 PIPECLEANING .................................................................................................. SC-30 BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-30 DISPOSAL OF SPOIUFILL MATERIAL ............................................................... SC-30 MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC-31 SUBSTITUTIONS................................................................................................. SC-31 PRE-CONSTRUCT. CLEANING&T.V. INSPECT. OF EX. SS LINES-OMITTED.. SC-31 VACUUM TESTING OF SANITARY SEWER MANHOLES-OMITTED ................. SC-34 BYPASS PUMPING-OMIITED ............................................................................ SC-35 POST-CONSTRUCTION T.V. INSPECTION OF NEW SS LINES-OMITTED ...... SC-35 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-37 TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL ... SC-38 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................ SC-39 PROTECTION OF TREES, PLANTS AND SOIL .................................................. SC-39 SITERESTORATION ........................................................................................... SC-39 STANDARD PRODUCT LIST........... .t ................................................................. SC-39 STATE REVOLVING FUND (SRF) R�QUIREMENTS ......................................... SC-39 TOPSOIL, SODDING AND SEEDING .................................................................. SC-40 CONFINED SPACE ENTRY PROGRAM .............................................................. SC-45 SUBSTANTIAL COMPLETION INSP�CTION/FINAL INSPECTION ................... SC-45 EXCAVATION NEAR TREES ........:............... .............. SC-46 ........................................ CONCRETE ENCASEMENT OF SEWER PIPE .................................................. SC-46 CLAYDAM ........................................................................................................... SC-46 PRE-CONSTRUCTION EXPLORATORY EXCAVATION (D-HOLE) .................... SC-46 � INSTALLATION OF WATER FACILITIES ............................................................ SC-47 POLYVINYL CHLORIDE (PVC) WATER PIPE ..................................................... SC-47 BLOCKING........................................�.................................................................. SC-47 TYPE OF CASING PIPE ...................�................................................................... SC-47 TIE-INS ................................................................................................................ SC-48 CONNECTION OF EXISTING MAINS .................................................................. SC-48 VALVECUT-INS ........................:......................................................................... SC-48 WATER SERVICES ......................... ... . . . SC-49 2-INCH TEMPORARY SERVICE LIN�E ................................................................. SC-51 ADJUST MANHOLES AND VAULTS�(UTILITY CUT) ........................................... SC-51 ADJUST WATER VALVE BOXES....� ................................................................... SC-51 PURGING AND STERILIZATION OF WATER LINES .......................................... SC-52 WORK NEAR PRESSURE PLANE BOUNDARIES .............................................. SC-52 WATER SAMPLE STATION ............� ................................................................... SC-52 DUCTILE IRON AND GRAY IRON FITTINGS ...................................................... SC-53 SPRINKLING FOR DUST CONTROL .................................................................. SC-53 DEWATERING.................................,1................................................................... SC-53 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC-53 TREE PRUNING .............................: .. . .. .. . SC-54 ....... ........ .... ........ ..................... TREE REMOVAL ......................... �.................................................................... SC-55 TEST HOLES �............ ................................. ........................................................ SC-55 RAILROAD REQUIREMENTS CI SG2 tJ PART D - SPECIAL CONDITIONS � FOR: WATER MAIN REHABILITATION CONTRACT 98AA — D.�O.E. 2076 � l�J L■j l■1 u D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. � Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. � �•J u' D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract documents to the Department of Engineering within ten (10) working days after notification by the City. A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) � calendar working days after the pre-construGtion meeting date. The City shall begin to charge time on the project to the contractor eleven d�ys after the pre-construction meeting date. � � � L�J 11�1 Ll CI l! Per City ordinance 11923, the contractor(s) shall submit the let}ers of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at o�r before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreem�nt(s), the contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. � Additional submittals at time of pre-construction meeting shall incl�de (but not limited to): Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor ldentification Trench Safety Design (if required) Confined Space Entry Program Name and number of a responsible person for off hour emergencies SC-3 � PART D - SPECIAL CONDITIONS L■1 l�l f� � �' L�J �J Project schedule, which must reflect a project completion date to be determined by the completion time period stipulated in the proposal section. 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 opportunity to submit all the required documents listed above. If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. D-3 GENERAL: The order or precedence in case bf 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. Special Conditions 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. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by o the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. � The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of ContracY' above. � � �� ' u LJ �' l!1 Subject to modifications as herein contained, the Fort Worth Water DepartmenYs General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include 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. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH SC-4 �; PART D - SPECiAL CONDITIONS L■J u 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the office of the `fransportation and D Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are inclicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these � documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. �J � �� u � LJ � l�' � � � � l�J l! Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's 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 Bidders must h,ave the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening 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 �, at the option of the Owner be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may mbdify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing 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 signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. SC-5 !J PART D - SPECIAL CONDITIONS l�l D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be � performed under the Project Designation: Project No. D.O.E. No. � l�' D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13- A-21 through 12-A-29) prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, Q 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. � i� �� L� I�� D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre- construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation D to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Q D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. u I� � L�J L' D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless the City, Owner and Engineer from all costs or damages arising out of any real or asserted claim or cause of action against it of any kind or character and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it that may be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agents, servants and employees. The Contractor further agrees to comply with all applicable laws, regulations, ordinances, building and construction codes of the City of Fort Worth and State of Texas and with any regulations for the protection of workers which may be promulgated by the Government and shall protect such work with all necessary lights, barriers, safeguards and warnings as are provided for in said specifications and in the ordinances of said City. D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Definitions: � 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, LI SC-6 � � � PART D - SPECIAL CONDITIONS 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. 2. Duration of the project - includes the time from the beginning of the work on the project n until the contractor's/person's work on the project has been completed and accepted by L3 the governmental entity. � � �� i� I� '�J � �� J � I� � �� 3. Persons providing services on the project ("subcontractor" in §406.096)- 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. B. 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) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must.provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1. 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 2. 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. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially affects the provision of coverage of any person providing services on the project. SC-7 1=: PART D - SPECIAL CONDITIONS �J G � L�J � H. 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. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Cbde, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; 2. 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; 3. Provide the Contractbr, 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 dur�tion of the projeCt; � i� �� , 4. Obtain from each other person with whom jt contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the ot�er person beginning work on the project; and b.) A new certific�te of coverage showingl extension of coverage, prior to the end of the coverage period, if the coverage periqd shown on the current certificate of coverage ends during the duration of the project.� 5. Retain all required certificates of coverag{e on file for the duration of the project and for one year thereafter. i 6. Notify the governmental entity in writing ' y certified mail or personal delivery, within ten (10) days after the person knew or sho Id have known, of any change that materially affects the provision of coverage of any p rson providing services on the project; and 7. Contractually require each person with �nrhom it contracts, to perform as required by � paragraphs (1)-(7), with the certificates of !coverage to be provided to the person for whom they are providing services. , � L�] LJ LJ 8. By signing this contract or providing or c�using to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services pn the project will be covered by worker's compensation coverage for the duration di the project, that the coverage will be based on proper reporting of classification code5 and payroll amounts, and that all coverage agreements will be filed with the approp�iate insurance carrier or, in the case of a self- insured, with the commission's Division Qf Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. � SC-8 ' I � PART D - SPECIAL CONDITIONS � �' �! LJ l�' � •J � �� 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. , J. 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, an'd 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 workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas 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-13 MINORITY ANQ WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In 0 accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may o be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. � The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. � �� L�' '�J �i' � � Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the 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 statement. Further, any such misrepresentation (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 years. The City will consider the contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith efforY', shall result in a bid being rendered non-responsive to specifications. SC-9 I� PART D - SPECIAL CONDITIONS �� l�; � � � �sJ i� Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/VUBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers �prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the NUWBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in iYs M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term 0 of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and , I� �r � � 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/VVBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide 'evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. c. Failure of Subcontractor to execute a standard subcontract form in the amount of the � proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. n Within ten (10) days after final payment from the City, the contractor shall provide the U NUWBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/V1JBEs. D ��J SC-10 � � � l� u LiJ PART D - SPECIAL CONDITIONS D-14 CALENDAR DAY: Delete paragraph �1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragraph: C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. The Contractor will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth. D-15 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 these 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, removal and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. � D-16 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 Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached) �`�� I� � I� �� l� : � �� CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATION Air Tool Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Flagger Form Builder (STRS) CLASSIFICATION RATE CLASSIFICATION RATE $7.554 $8.565 $8.255 $9.371 $8.920 $9.447 $9.345 $9.058 $7.733 $12.761 $5.598 $8.717 RATE Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Piledriver Pipelayer Blaster CLASSIFICATION POWER EQUIPMENT OPERATORS � Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 � Bulldozer, 150 HP or Less $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing Mach.$8.213 D Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 Posthole Driller Oper.ator Roller, Steel Wheel (Plant-Mix Pavements) Roller, Steel Wheel (Flatwheel or Tamping) Roller, Pneumatic Self-Pro Scraper - 17 CY & Less Scraper - Over 17 CY $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 RATE $9.000 $8.339 $7.963 $7.403 $8.138 $8.205 SC-11 � �� PART D - SPECIAL CONDITIONS � Concrete Paving Joint Mach. $9.042 Concrete Paving Joint Sealer $7.350 Concrete Paving Float $7.875 Concrete Paving Saw $9.290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 1 �/2 cy) $9.513 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 'h cy & Over) $10.517 Crushing or Scrng Plt Opr. $9.500 Elevating Grader Foundation Drill Oper. (Crawler Mounted) $10.000 Foundation Drill Operator . (Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2'/z CY or Less) $8.823 Front Ent Loader (Over 2'/z CY) $9.311 Hoist (Double Drum & Less) $8.917 Milling Machine Operator $6.650 Mixer (Over 16 CF) $9.000 Mixer (16 CF & Less) . $7.913 Mixer - Concrete Paving $9.500 Motor Grader Operator (Fine Grade) $10.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 Side Boom Tractor - Crawler Type (150 HP & Less) Tractor - Crawler Type (Over 150 HP) Tractor - Pneumatic Traveling Mixer Trenching Machine - Light Trenching Machine - Heavy Wagon-Drill, Boring Machine Reinforcing Steel Setter (Paving) Reinforcing Steel Setter (Stru tural) Stee�Worker - Structural Sign;Erector Spreader Box Operator Barricade Servicer Zone Wk Mounted Sign Installer (Per�nanent Ground) Truc�C Driver - Single Axle (Ligi�t) Truck Driver - Single Axle (He�vy) Truck Driver - Tandem Axle (Semi-Trailer) Tru�k Driver - Lowboy/Float Truck Driver - Transit Mix Truc,k Driver - Winch Vibrator Operator Welder $7.793 J � J �� ! � � i� $8.448 $8.873 $7.735 $7.615 $8.188 $12.498 $9.000 $9.218 $11.548 $16.300 $11.436 $6.988 . $6.402 $6.402 $7.465 $8.067 $7.816 $9.653 $7.507 $8.200 $7.000 $10.459 D-17 EASEMENTS AND PERMITS: The performance �f this contract requires certain temporary construction, right-of-entry agreements, and/or p rmits to perform work on private property. The City has attempted to obtain the temporary construction alnd/or right-of-entry agreements for � properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtairl the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject D property. This shall be subsidiary to the contract. The agreements which the City has obtained are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the respo,sibility of the Contractor to obtain Q written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The �Contractor's attention is directed to a the agreement terms along with any special conditions that may have been imposed on these agreements, by the properry owners. � � � The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the SC-12 L�' PART D - SPECIAL CONDITIONS �i� � � � � � iJ �� f�J LJ I�I ,_, L I� i� u Contractor's responsibility tio obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for complying with all provisions of such permits and shall pay any and all costs associated with the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the project price. No additional payment will be allowed for this item. D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-19 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 separate pay item. D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment and materials for this project. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and �specifications unless such deviations are specifically identified by the method described below, �nd further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittal are not change orders. The purpose of �submittals, by the Contractor, is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be responsible for all dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and satisfactory performance of his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Shop drawings shall be submitted for the following items prior to installation: � 1. All pipe � 2. Reinforced steel fabrication for structures 3. Cast Iron structural appurtenances �; L�J Shop drawings must be approved by the Engineer prior to the start of work. SC-13 �� PART D - SPECIAL CONDITIONS � � � � _� �+ � � � � .�I _� 'J D-21 CROSSING OF EXISTING UTILITIES: 1Nhere a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distar�ce is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile irori pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals $hall be Class 51 Ductile Iron Pipe with potyethylene wrapping. The material for sanitary sewer service lines shall be extra strengtfi cast iron soil pipe with polyethylene wrapping. Adapte� fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibiliry 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. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property 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 D 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 of any conflicts in grades and alignment. J ,� ��i Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. 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. The utility lines and conduits shown on the plans are for information only and are not guaranteed � by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. U �� SC-14 � PART D - SPECIAL CONDITIONS � �� •J � �! D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Anv damaqe to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control � during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d J Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. J � `I � � J � �I 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/Public Works Department, Signs and Markings Division, (Phone Number 871-8100) 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 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 reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. 3. The Contractor shall furnish a traffic control plan to th� City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as , follows: � i� � i� 1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes regardless of location. SC-15 � PART D - SPECIAL CONDITIONS � �J � � �� J � � � � � � 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is not being replaced°in the same trench, i.e., when removal requires a separate trenching operation. D-26 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 Contractor 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 Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying nn 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 his obligations hereunder which shall remain in full force until the discharge of the contract. D-27 DETOURS: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pede�trian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGI�S: Barricades, warning and detour signs shall conform to the Standard Specifications "Barri�rs and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction� signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devi�es, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the � project site and make such examinations and �explorations as may be necessary to determine all conditions which may affect construction of tf�is project. Particular attention should be given to methods of providing ingress and egress to ac�jacent private and public properties, procedures for � protecting existing improvements and dispc�sition of all materials to be removed. Proper consideration should be given to these deta�ls during the preparation of the Proposal and all unusual conditions which may give rise to lat�r contingencies should be brought to the attention � of the Owner prior to the submission of the Prcpposal. I D-30 ZONING COMPLIANCE: During the� construction of this project, the Contractor shall D comply with present zoning requirements of t�e City of Fort Worth in the use of vacant property for storage purposes. I aJ �� l■' J L!� D-31 WATER FOR CONSTRUCTION: 1�Vater for construction will be furnished by the Contractor at his own expense. D-32 WASTE MATERIAL: All waste materjal shall become the property of the Contractor and shall be disposed of by the Contractor at loc�tions approved by the Engineer. All material shall be disposed of in such a manner as to pre ent a neat appearance and to not obstruct proper drainage or to cause injury to street improverrjents or to abutting properry. D-33 CLEANUP FOR FINAL ACCEPTANC : Final cleanup work shall be done for this project as soon as all construction has been compl ted. No more than seven days shall elapse after completion of construction before the roadw�y, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contracto� shall make a final cleanup of all parts of �the work SC-� 6 � PART D - SPECIAL CONDITIONS � J � � ;J � � ■1 � � �� I � J � J �' � �� before acceptance by the City of Fort VVorth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Utility Electric) who will erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMSy The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all-persons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or SC-17 �� PART D - SPECIAL CONbITIONS � �� !J � � character, occurring during the term of this agree�nent and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covertants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 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. Although the claim 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 an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then 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 for the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a re�lease has been obtained from the claimant involved, or 2. Good faith efforts have been made o settle such outstanding class, and such good faith efforts have failed. � If condition (1). above is met at any tifie within the six-month period, the Director shall recommend that the final payment to the Contractor be made. Ifi condition (2) above is met at any time within the six-month period, the Director may recommend that the 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 obligation of 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 Department of �j Engineering contract work from a Contractor against whom a claim for damages is outstanding J as a result of work performed under a City contract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilities. ,� J �L�J �' D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary sanitary conveniences for the use of workers at the project site. Specific attention is directed to this requirement. D-39 LEGAL RELATIONS AND RESPONSlBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. SC-18 L�1 PART D - SPECIAL CONDITIONS � L!i � LsJ L■� � � L�J � C' l'1 D-40 RIGHT TO AUDIT: A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of�this section. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of �intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 1. copies and under - 10 cents per page 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter D-41 INCREASE OR approximate. It is the submitting a bid. DECREASE IN QUANTITIES: The quantities shown in the proposal are Contractor's sole responsibility to verify all pay item quantities prior to When the quantity of the work to be done or materials to be furnished under any pay item of the � contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. � When the quantity of the work to be done or materials to be furnished under any pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for � revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. � � � L' In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually SC-19 � l�l � lJ L■J CI L�!' I■1 � �' L■1 PART D - SPECIAL CONDITIONS used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers relating thereto. D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. I D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exac# locations and methods of mounting shall b� approved by the Engineer. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information: For Questions on this Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends Any and all cost 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. a D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between Q existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. � C At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances a required, shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. � � D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. SC-20 C� � LJ LJ � L�; u I� PART D - SPECIAL CONDITIONS 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. D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill."" * Revised 3/20/81 "'* Revised 4/20/81 D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the �j Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall � conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill a and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. � Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, General Contract Documents. � � �� u � C�� l�l L�1 D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to usin� 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backf.ill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench vvidths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved 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, permanerit easements, and any temporary construction easements. All excavation 'shall be in strict compliance with the Trench Safety Systems Special Condition of this document. SC-21 �I PART D - SPECIAL CONDITIONS � L�I l�l � l�l � � I� u ,� L�J B. TRENCH BACKFILL: Trenches whi�h lie oGtside 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, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figure(s) A-D shall be obtained from an approved source and shall consist of durable particles� free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size Sieve % Retained #4 0-5 #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) O C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. � u � � C' � L!' Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, 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 City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required �as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests 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 300 linear feet. The Contractor will 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 conducted by the City. SC-22 L�' PART D - SPECIAL CONDITIONS a D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and p labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. a D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections Qfor Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. All required paving cuts shall be made with a concrete saw in a true and straight line on both D sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be � maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. D It has been determined by the Transportation and Public Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. D Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches � outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job O placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. � A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. � This permit requirement may be waived if work is being done under a Pe�formance Bond and inspected by the Department of Engineering. D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: DA. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The � requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. � B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby � made a part of this specification and shall be the minimum governing requirements for trench safety. � C. DEFINITIONS: SC-23 fl iJ PART D - SPECIAL CONDITIONS ��J ,L�J 1. �RENCHES - 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. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a j�j series of horizontal level or steps, usually with vertical or near-vertical surfaces between U levels. � 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. � 4. 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. � � � 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, Q materials, equipment and incidentals necessary for the installation and removal of trench safety systems. �■,' � D-52 SANITARY SEWER MANHOLES: - OMITTED D-53 SANITARY SEWER SERVICES: - OMITTED D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any 0 removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section o E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. o A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Departmen� warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. LJ � � B. SALVAGE �OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final SC-24 � PART D - SPECIAL CONDITIONS � � � � L�J �' I`I � L� l�; LiJ � � L�J t�l �J u C�] grade. The concrete vault sh�ll then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specif.ied in Section E2-2.9 Backfill. Backfill material shall be, suitable excavated material approved by the �'Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and� lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall ha�(e all pipes entering or exiting the structure disconnected. The complete manhole, includingl top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. SC-25 lJ � � � Li � �� I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental �nd all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. PART D - SPECIAL CONDITIONS Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNINu TAPES: Detectable underground utility warning tapes which a can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. T �e detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid � aluminum foil encased in a prot.�ctive inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and sc�lvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight � of 21/2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: l�J le� i � TVpe of UtilitV Water Calor Code Safety Blue Leqends Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D-57 PIPE CLEANING: Jointa shall be wiped and then inspected for proper installation by the a inspectors. Each joint shall be swept daily and kept clean duri g installation. A temporary night plug shall be installed on all exposed pipe ends during any perio� of work stoppage. Lsl � L•� D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen. SC-26 LiJ PART D - SPECIAL CONDITIONS � � L: � � � J � ;J � � i � �� I� I� �� B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIVFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, 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 Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's 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 the Contractor's 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 Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose df such materials in accordance with th�" Ordinances of the City and this section. D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability o� substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D-62 PRE-CONSTRUCTION TELEVtSION INSPECTION OF SANITARY SEWER - OMITTED D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES -OMITTED D-64 BYPASS PUMPING: - OMITTED D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER:-OMITTED D-66 SAMPLES AND QUALITY CONTROL TESTING: SC-27 C� � L� L! PART D - SPECIAL CONDITIONS A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine D days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certifi�d copy of the test results to the City. � � � � �`J �; � l�l C�� C. Quality control testing of•in-pl'ace material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall �consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. 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, dikes, slope drains and other devices. 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 right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to �iirect 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. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the SC-28 � �A�iT D � S�ECI�►L COND�TIONS � � � � � l�] �I � �� LiJ � � � I� �i' � l___! r L� � �J finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. Waste or disposal areas and construction roads shall be Ibcated and constructed in a manner that will minimize the amount of sediment entering streams. 2. 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. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equ'pment necessary to provide temporary erosion control shall be considered subsidiary to the �ontract and no extra pay will be given for this work. D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TV DRIVES: The Contractor shall provide ingress and egress to the property being crossed by tfi�is construction and adjacent property when construction is not in progress and at night. Driv�s shall be left accessible at night, on weekends, and during holidays. The Contractor shall con uct his activities to minimize obstruction of access to drives and property during the progress of c nstruction. Notification shall be made to an owner prior to his driveway being removed and/or reb,uilt. I D-69 PROTECTION OF TREES, PLANTS AND SOIL: All prope�ty along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., s�hall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. SC-29 J PART D - SPECIAL CONDITIONS ,J � �I J � _�� D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: 1. At the Time of Contract Document Execution • ED-103-Contractors Act of Assurance • ED-104-Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A. "� D-73 TOPSOIL, SODDING AND SEEDING: This item shall be performed in accordance with J the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. � 1. TOPSOIL � DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. !1 � �� '� �� L�J L�J L�] l�J CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material •secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. � 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas betv�(een the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a health�, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickn�ss of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxiousrweeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when SC-30 � PART D - SPECIAL CONDITIONS L�J LJ L�J � � �� ' � i J �� `, J � � transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blbcks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the btock sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. � The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. � 3. SEEDING J SC-31 � � � � � � �jl � I� � � � J f� `� �� LJ lJ L�' � PAI�T D - SPECIAL CONDITIONS DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a' mixture of seed of the kind specified along and across such ar�as as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody , Puritv 95°/a 95% 95% 95% 95% 95% Germination 90% 95% 90% 90% 90% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue to Western Wheatgrass May 1 Annual Rye Total: 50 5Q 5d 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this SC-32 � PART D - SPECIAL CONDITIONS L] L�7 � Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of tl�e seed. b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be � uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same � time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation is required. �� j� �� L�J �� !' �� DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If t e sowing of seed is by hand rather than by mechanical methods, seed shall be rak d or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The plan ed area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shafl be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the � seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may � be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface � without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted� area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. � �I SC-33 � PART D - SPECIAL CONDITIONS Li i � � The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. � RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the � following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration. '� � '� ,� I� � * Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed clos� with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted � or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. D CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied unif 'rmly over the area specified to be fertilized and in the manner directed for the particular item�of work. Fertilizer shall be dry � and in good physical condition. Fertilizer that is powder2d to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. �`l � �' � Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for a�l types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". I G MEASUREMENT: Topsoil secured from borrow sources will b� measur�d by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. SC-34 C� PART D - SPECIAL CONDITIONS �I L'J � � Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work performed as ordered and measured as provided under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. � All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. I�J �� l�, � � l�J ,� � � � � "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: I Fertilizer material and application will not be measured or' paid for directly, but is considered subsidiary to Sodding and Seeding. � D-74 CONFINED SPACE ENTRY PROGRAM: It shall be thle responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENT'RY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors �t all times during construction. All active sewer manholes, regardless of depth, are defined by bSHA as "permit required confined spaces". Contractors shall submit an acceptable "CONFINE[� SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these � manholes. The cost of complying with this program shall be subsidiary to the pay items involvin work in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL IN PE�TION: 1. Prior to the final inspection being conducted for the �ro�e�t, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 1 2 3. The inspector along with appropriate City staff and t �e City's consultant shall make an inspection of the substantially completed work and pr�pare and submit to the contractor a list of items needing to be completed or corrected. The contractor shall take immediate steps to rectify t e listed deficiencies and notify the owner in writing when all the items have been complet d or corrected. SC-35 C PART D - SPECIAL CONDITIONS a 4. Payment for substantial completion inspection as well as final inspection shall be Q subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. � C�J 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree Q limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. ,] � J 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. � 4. Nothing shall be stored over the tree root system within the drip line area of any tree. � � ■I 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter j� shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe E-� installation shall be pressure grouted. Q D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete lencasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall � include all costs associated with installation and reinforcement�of the concrete encasement. D-78 CLAY DAM: Clay dam construction shall be p rformed in accordance with the � Wastewater Clay Dam Construction, figure in the Drawings i these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed SC-36 � J PART D - SPECIAL CONDITIONS 7 soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for � work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. � D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D- � Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exptoratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans � or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the sta�t of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the 1 contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure th� safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: SC-37 JI PART D - SPECIAL CONDITIONS � For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. � Touch-up after field welds shall provide coating equal to those specified above. Minimum thickness for casing pipe used shall be 0.375 inch. � Stainless Steel Casing Spacers {centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by the � manufacturer. 2. SEW ER: � Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. � 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. ] 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of 1 existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost, of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the "J pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact J 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 drawing�and what � may be encountered in the said work shall be consi ered as incidental to construction. Where it is required to shut down existing mains in or er to make proposed connections, such down time shall be coordinated with the Engine r, and all efforts shall be made to J keep this down time to a minimum. In case of shiatting down an existing main, the Contractor shall notify the Manager, Construction Sen�:ces, Phone 871-7813, at least 48- hours prior to the required shut down time. The C�ntractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, P�ge C5-5 (5), PART C- GENERAL 7 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. � 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. ,� 80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing � valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall � be individually advised prior to the shut out and advised of the approximate length of time they may be without service. SC-38 � � C�� PART D - SPECIAL CONDITIONS Payment for work such •as backfill, bedding, fittings, blocking and all other associated pappurtenants required, shall be included in the price of the appropriate bid items. 80.7 Water Services: The relocation, replacement, or reconnection of water services Q will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. � All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. � All materials used shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. � All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- ,� inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation J from the main line to the meter box. � All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service mete�r unless otherwise directed by the Engineer. ,� A minimum of 24 hours advance notice shall be gi ,en when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. DAll water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the a water service in the proposed location and receipt c'f a meter from the project inspector the contractor shall install the meter. The meter boc shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be perforined by a licensed plumber. � 1. WATER SERVICE REPLACEMENTS: Water s rvice replacement or relocation is required when the existing service is lead or is too s allow to avoid breakage during street � reconstruction. The contractor shall replace the exi ting service line with Type K copper from the main to the meter, curb stop with lock wings� and corporation stop. D Payment for all work and materials such as backfil , fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and a iy relocation of up to 12-inches from center line existing meter location to center line propsed meter location shall be included � in the Linear Foot price bid it�r Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer servic� line within the 5 foot area shall be subsidiary to the service installation. � Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service l�aps to Main. � � SC-39 � � I� � PART D - SPECIAL CONDITIONS l�l LJ t�l t�J L■J �� LJ �i1 u �� a � � L�J l�J l�' 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and meter box is req ired, payment for all work and materials such as backfill, fittings, five (5) feet of type K�opper service and all materials, labor, and equipment used by and for the licensed plumt�er shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). I This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify sep�rate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. � 4. NEW SERVICE: When new services are required the cpntractor shall install tap saddle (when required), corporation stop, type K copper service�� line, curb stop with lock wings, and meter box. � Payment for all work and materials such as backfill, fittings, type- K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle; corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing an� setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple ser�ice branches are required the contractor shall furnish approved factory manufactured br�nches. Payment for multiple service branches will include furni�hing and installing the multiple service branch only and all other cost will be included in o#her appropriate bid item(s). I 6. MULTIPLE STREET SERVICE LINES TO SINGLE S�RVICE METER: Any multiple service lines with taps servicing a single service meter i ncountered during construction SC-40 ILJ L PART D - SPECIAL CONDITIONS � l�l C�I � l�J � J shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service tQ: all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A two-inch meter will be furnished by the Water Department Meter Shop and installed by � the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or � replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. � � The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required �for more than one location the 2-inch temporary � service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. � Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shal� be included in the appropriate bid item. ;� L�J 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. D 80.10 Adjust Water Valve Boxes: Contractor will be responsible valve boxes to match new pavement grade. The water valves adjusted, if necessary, by Ciry of Fort Worth Water Department forces. � SC-41 for adjusting water themselves will be �I � l�l � liJ PART D - SPECIAL CONDITIONS Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. � 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All Qmaterials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) � PPM. The residual of free chlorine shall be measured after �4 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated wat r shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be av ilable, chlorinated water shall � be "de-chlorinated" prior to disposal. The line may not e placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. L�J � l•1 � Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in �he linear foot bid price of the pipe. 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 80.13 Water Sample Station: a GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. � [�] l�l L' � The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper SC-42 u � � l!1 � � l�J � PART D - SPECIAL CONDITIONS service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 IN�TALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shal� be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, mqdification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 80.14 Ductile Iron and Gray Iron Fittings: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2��/.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: � E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cemen mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be paymen� in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blockin , vertical tie-down concrete blocking, and concrete cradle necessary for construction as c�esigned. � All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with i�i polyethylene wrapping conforming to Material Specification E1-13 and Construction �..� Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, � horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. DD-81 SPRINKLING FOR DUST CONTROL: I� �� J � !`l � � �� All applicable provisions of apply. However, no direct contract. D-82 DEWATERING: Standard Specifications Item 200, "Sprinkling for Dust Control" shall payment will be made for this item and it shall be considered to this The Contractor shall be responsible for determining the met od of dewatering operation for the water or sewage flows from the existing mains and groun water. The Contractor shall be responsible for damage of any nature resulting from the dewa ering operations. The DISCHARGE from any dewatering operation shall b. conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as inciden�al to a construction and all costs incurred will be considered to be included in the project pric�. � D-83 TRENCH EXCAVATION ON DEEP 1jRENCHES: i SC}43 � l � � � � � � �� I� � � � � � � PART D - SPECIAL CONDITIONS Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. � Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: A. : C. � REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees�. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the trench immediately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no Q roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. � Q E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be considered subsidiary to the project contract price. i SC-44 leJ ; il �� J �� _, r� �� i J � ,J LsJ � � � � PART D - SPECIAL CONDITIONS D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D-86 TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline 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 this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geolo�y of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. SC-45 � � � � D-87 RAILROAD REQUIREMENTS: The execution of the work on railroad property shall be subject to the inspection and direction of the roadmaster or his representative. A signal representative, from the Railroad, must be present during installation if railroad signals are in the vicinity, of the construction. � Liabilitv L�J � � !J The Contractor, its successor, or assigns, shall assume all risk and liability for accidents and damages that may occur to persons or property on account of this work, and shall indemnify and hold the Railroad harmless from any and all costs, liabilities, expenses, snits, judgments or damages to persons or property or claims of any nature whatsoever arising out of or in connection with the permit, or the operation and performance thereunder by the Contractor, its agents, employees or subcontractors. In this regard, it is further understood and agreed that the Contractor may be required to obtain insurance coverage as determined by the Railroad. The Contractor agrees that if liability insurance is required, it will file with the designated office, prior to granting of the license, "Certificates of Insurance" or other evidence to show that the appropriate insurance is carried. � Insurance as may be required shall be maintained in force until the final release of the Contractor by the Railroad from all obligations under the terms of the license. The insurance contract shall cover claims for such length of time as said claims are permitted by law. The insurance document shall � include a clause requiring the insurer to notify the Railroad ten (10) days in advance of any cancellation or change in insurance contracts. � The Contractor is responsible for any subcc�ntractor to be kno ledgeable of the policy and to require � all work to be in compliance with this poli y. Subcontractors inust carry a liability insurance policy unless the subcontractor is covered by the �ontractor's insurance � Noncomoliance Noncompliance with any terms of this spec .fication or Utility License Agreements may be considered � as cause for discontinuance of constructicn or operations un�til compliance is assured. Continued noncompliance will result in the revocatibn of the license. '�T'he cost of any work required by the Railroad in the removal of non-complying construction will be assessed against the Contractor. �� , ��) L�'J L�! �I I Discharge of Waste Material Applications for the installation of utility facilities which will discharge materials into the nation's waters, must comply with all applicable requirements of Corps of Engineers, and other Federal, State or local environmental protection agencies. Identification (of applicable requirements and administration of compliance procedures are the responsibility of� the Contractor. Flagging I i When work is within twenty-five (25) feet of the track, railroad f�agging will be required. a. Two railroad flagmen will be required: I D:WDM(NISTRATIONUOIIS\9841\CONT'RACT DOCUMGNTS\984I-PanD•RR-REQ.wpd `I � � '�I � el � �I � � � iJ � � � �] J � � iJ J � � c. � 1.) During the period of construction when it is necessary for the Contractor to operate equipment in the vicinity of, or over, the Railroad property which may endanger railroad operations, or 2.) at other times that the Railway Co�npany's Roadmasters sole discretion shall deem necessary. Flagging services shall be performed by Railroad Employees and the total cost borne by the Contractor. The Contractor will be billed monthly at a rate to be determined by the Railroad to include labor and payroll associated costs plus any expenses incurred by the Railroad �or flagging services. A written notice for flagging services will be required at least 72 hours prior to the time when such services are needed. This request is made to the Roadmaster of the Railroad, as noted in contract. Material Stora�e Storage of materials, parking of equipment and vehicles when not used in actual utility work will not be permitted on Railroad property. Disturbed Areas a. Areas of Railroad property, disturbed by the installation of utilities shall be kept to a minimum. b. Disturbed areas shall be returned to normal grade and elevation, with compaction of backfill material, and all excess or undesirable material removed by the Contractor. Destroyed vegetation shall be replaced by the Contractor by sodding, seeding, fertilizing and mulching. c. Protection against erosion shall be provided by the Contractor in disturbed areas that are subject to erosion. Such protection may be in the form of rock rip-rap, wash checks, hay cover or other material that is approved and does not interfere with railroad maintenance. Drainage Facilities Care shall be taken to avoid disturbing existing drainage facilities. Underground utility facilities shall be bedded with pervious material and outlets provided for entrapped water. Underdrains should be provided where necessary. Casing and Pineline Installation a. Casing and pipeline installations should be accomplished by dry boring, tunneling, jacking or other approved methods. Jacking or tunneling construction methods under tracks will be permitted only under direct supervision of a railroad engineer. Tunneling procedures and equipment, as well as structural design, must have Railroad �ridge Department approval prior to starting any work on Railroad property. Generally, jacking or tunneling shall not be considered where less than six (6) feet or cover exists or where excessively sandy, loose or rocky soils are anticipated. Rail elevations over the work must be monitored at intervals prescribed by the Railroad to detect any track movement. Movements of over one-quaRer (1/4) inch vertically shall be immediately D:4�DMINIS7RATIONUOBS\984I\CONTRACT DOCUMEN7'S\9841-F'artD-RR-RF.Q.wpd � reported to the Railroad Roadmaster. Due to the danger to rail traffic that is caused by only � small amounts of track movement, railroad forces may have to•be called to surface the track several times. � The following requirements shall apply to these construction methods: 1.) The use of water under pressure jetting or puddling will not be permitted to facilitate "'� boring, pushing or jacking operations. Some boring may require water to lubricate cutter !� and pipe, and under such conditions, is considered dry boring. � 2.) Where unstable soil conditions exist, boring or tunneling operations shall be conducted in such a manner as not to be detrimental to the railroad being crossed. � 3.) If excessive voids or too large a bored hole is produced during casing or pipeline installations, or if it is necessary to abandon a bored or tunneled hole, prompt remedial action should be taken by the Contractor. � J i' �, � � 4.) All voids or abandoned holes caused by boring or jacking are to be filled by pressure grouting. The grout material should be a sand cement slurry with a minimum of two (2) sacks of cement per cubic yard and a minimum of water to assure satisfactory placement. 5.) The hole diameter resulting from bored or tunneled installations shall not exceed the outside diameter of the utility pipe or casing (including coating) by more than one and one-half (1-1/2) inches for pipes with an inside diameter of twelve (12) inches or less, or two (2) inches on pipes with an inside diameter greater than twelve (12) inches. 6.) Pits for boring, tunneling or jacking should not be permitted within thirty (30) feet of the track, or closer to the track than the toe of fill slopes in fill sections or toe of shoulder slopes in ditch sections when pipes are allowed on the Railroad property. b. In casing pipe installations where ends of casing are below ground, they shall be suitably sealed to outside of carrier pipe. When ends or casing are at or above ground surface, and are above high water level, they may be left open provided drainage' is afforded in such manner that leakage will be conducted away from railroad tracks or stru � tures. Where proper drainage is not provided, the ends of the casing shall be sealed. Cleanun "`� Unused material or debris shall be removed form the work site ar'ea. At the end of every construction J day, construction equipment and materials shall be removed as far from the operating railroad tracks as possible (minimum twenty-iive (25) feet). � Trimmins, Clearing or Removal of Vesetation Trees, shrubs, bushes, vines or ground cover on Railroad proper�y shall not be sprayed, trimmed, cut � down, rooted up, removed or mutilated in any manner unless a p�rnut is granted by the Railroad to do such work. � Chemical Brush Control � a. Spraying brush and seedling tree growth to prevent re-spt�outing may be permitted, and when permitted, shall be carried out with extreme caution and careful performance. The Contractor � D:�ADMINISTRATIONU065\9841\CONI'RACI'DOCUMENTS\9841-PartD-RR-RGQ.wpd � shall be responsible for the performance of their employees or subcontractors in the application �of brush control and approved by Railroad Environmental Department. � b. All spraying shall be done by a pesticide applicator who is licensed in the State of Texas. � c. Permit applications for spraying shall list the kinds of chemical weed and brush killers that will be used. When liability insurance is required, it shall be provided by the pesticide applicator or �be insured under the liability insurance of the Contractor. I aJ �� d. Plants over five (5) feet in height should not be sprayed for control. Brush over �ve (5) feet in height which is to be removed, should be cut and the stumps treated to prevent growth. Shrubbery type growth such as dogwood, sumac, redbud, plum, etc., should not be sprayed as a general rule. Steep slopes, where brushy growth is; a major factor in preventing erosion, should not be sprayed. Tree Pruning � a. Tree pruning on Railroad property for utility lines will utilize the best horticulture practices. All cut branche�, dead limbs, etc., shall be removed. Such materials shall not be burned or disposed of on Railroad property unless permission is granted by the Railroad. � b. Should burnin be ermitted the Contractor will be helc� liable for an dama e to ass cro s g P � Y g �' � P� native shrubs or trees arising from careless burning of �uch brush. � c. Any and all limbs trimmed shall be removed with a clean cut and all limb scars over one (1) inch in diameter, shall be treated with an approved tree pain�. � . i 'I � � � � � � � y D:4IDMIMSTRAT[ONUOBS\9841\CONTRACT DOCUMBN7'S\9R41-PariD•RR-RCQ.wpd II LJ � u C L�. L�1 lJ � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ...................................................ASC-3 DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ......................................ASC-8 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE ................................................ ASC-15 DA-4 SLIPLINING OMIITED ................................................................................................ ASC-19 DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ......................................................... ASC-26 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ............................................... ASC-30 DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION - OMITTED. ASC-32 DA-8 MANHOLE REHABILITATION ITEMS - OMITTED ....................................................... ASC-35 , •- DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION - OMITTED ................ ASC-45 � DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM - OMITTED. ASC-46 DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM - OMITTED .............................. ASC-48 � � C L�J C � u I�l � � L�J DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM - OMITTED ...................... ASC-51 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM - OMIITED ................... ASC-54 DA-14 INTERIOR MANHOLE COATING - P RMACAST SYS. W/ EPDXY LINER - OMITTED ASC-56 DA-15 INTERIOR MANHOLE COATING-ST ONG-SEAL SYSTEM - OMITTED ......................ASG59 DA-16 RIGID FIBERGLASS MANHOLE LINEIRS - OMITTED ................................................... ASC-61 DA-17 PVC LINED CONCRETE WALL REC@NSTRUCTION .................................................. ASC-64 DA-18 PRESSURE GROUTING ............................................................................................... ASC-67 DA-19 VACUUM TESTING OF REHABILITA-ED MANHOLES - OMITTED ............................. ASC-70 ,� � DA-20 FIBERGLASS MANHOLES - OMITTE�h ............................ ASC-73 1 ........................................... DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ........................ ASC-77 � , DA-22 REPLACEMENT OF CONCRETE CUN� AND GUTTER...� ........................................... ASC-78 � DA-23 REPLACEMENT OF 6" CONCRETE CiRIVEWAYS ....................................................... ASC-78 DA-24 REPLACEMENT OF H.M.A.C. PAVEhI�NT AND BASE ................................................ ASC-79 DA-25 GRADED CRUSHED STONES ............. ............................................. ASC-79 1 ..........................�. DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0� WIDE .............................................................. ASC-79 ASC-1 i� � ' ' � � � � � 'I � � 1 � � � � ' � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-27 BUTT JOINTS - MILLED ................................................................................................ ASC-80 DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ........................................................ ASC-81 DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ................................................ ASC-82 DA-30 NEW 7" CONCRETE VALLEY GUTTER ....................................................................... ASC-82 DA-31 NEW 4" STANDARD WHEELCHAIR RAMP .................................................................. ASC-83 DA-32 8" PAVEMENT PULVERIZATION .................................................................................. ASC-84 DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ............................ ASC-84 DA-34 RAISED PAVEMENT MARKERS ................................................................................... ASC-85 DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ..................... ASC-85 DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ........... ASC-89 DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC ..................................................................ASC-90 DA-38 CONCRETE PIPE FITTINGS AND SPECIALS - OMITTED ...........................................ASC-90 ASC-2 �� 0 C�� C' � l�l � � 'J LJ � �I C I� '�J � C � ��l PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CUF#ED-IN-PLACE PIPE: A. WORK TO BE DONE: The work to be done under this contract consists of rehabilitation of existing sewer lines by the Cure-in-Place Pipe Method or approved equal. Cured-in- place pipe consists of a resin impregnated flexible tube, coated with an elastomeric coating, when inverted into an existing sewer pipe through existing access manholes, and which, under proper hydrostatic and thermal conditions, is cured-in-place, becoming a structurally sound cured-in-place pipe. The thickness of the pipe will be dictated by the structural requirements of the sewer pipe with no loss of cross sectional area other than the thickness of the resin-impregnated tube. The pipe will be impermeable to water, provide corrosion resistance, and an optimum friction factor for the sewer flow. Branch connections shall be reinstated by a remote controlled cutting device. The work consists of providing all labor, equipment, transportation, materials, and supenrision necessary to : • Thoroughly clean sewers as required for the installiation of the resin-impregnated tube. 2. Inspect sewers by closed circuit color television (CCTV), including identifying and marking the location of each service connectidn. Cost subsidiary to Pre- Construction TV Inspection. . � 3. 4. � Notify residents at least 48 hours prior to service intprruption. Install the.resin-impregnated tube of the correct thic'�cness as specified. Cut out all service connections by remote cutte'rs and restore service within 18 hours. 6. Reinspect by CCTV to verify satisfactory comple�ion of work at time of lateral reinstatement. Cost subsidiary to Post-Constructio � TV Inspection. 7. Pump around all dry and wet weather flows to accpmmodate the process at each separate installation, as required. � 8. Comply with all appropriate governmental agencie�s' regulations regarding traffic, safety procedures and permits, the cost of whi h is the responsibility of the Contractor. B. MATERIALS: The fiber felt tube shall be fabricated to a site that when installed will tightly fit the internal circumference of the conduit specified k�y the Owner. Allowance for circumferential stretching during inversion shall be made and shall meet ASTM-1216. The minimum length shall be that dee ed necessary by t e Contractor to effectively span the distance from the inlet to the o tlet of the respectiy'e manholes, unless otherwise specified. The Contractor shall ve ify the lengths in �ihe field before impregnation. Individual inversion may be made ov r one or more man�ole sections, as determined in the field by the Contractor. � ASC-3 u � l�! PART DA - ADDITIONAL SPECIAL CONDITIONS Unless otherwise specified, the (�ontractor shall furnish a general purpose unsaturated polyester resin and catalyst system that meets ASTM standards and the finished cured physical strengths specified. C. REQUIRED THICKNESS OF CURED-IN-PLACE PIPE: The thickness of the pipe will be a determined from information supplied or manufacture's recommendation for the condition of the existing pipe. Should pre-installation inspections reveal the sewers to be in substantially different conditions than those in the design considerations, the Contractor can request such � changes in pipe thickness, supporting such request with design data in accordance with the pipe manafacturer's standard design criteria as follows: � � � D 0 � a � � D. a � � � � Sewer Diameter 6" 8„ 10" 12" 15" 18„ 21" 24" , 30" 36" 42" 48" 54" 60" LINER THICKNESS Pipe Invert Pipe Invert Depth up to 10' Depth 10'-15' (also the minimum) 4.5mm 6.Omm 6.Omm 6.Omm 7.5mm 9.Omm 10.5mm 12.Omm 15.Omm 16.5mm 19.5mm 22.5mm 25.5mm 28.5mm 4.5mm 6.Omm 6.Omm 7.5mm 9.Omm 12.Omm 13.5mm 15.Omm 18.Omm 21.Omm 24.Omm 28.5mm 30.Omm 34.5mm Pipe Invert Depth Over 15' 4.5mm 6.Omm 7.5mm 9.Omm 10.5mm 13.5mm 15.Omm 16.5mm 21.Omm 24.Omm 28.5mm 33.Omm 36.Omm 39.Omm PREPARATORY WORK: The installation procedures shall be as follows unless otherwise approved by the City. 1 2 Safety - The contractor shall carry out his operations in strict accordance with all safety requirements. Particular attention is drawn to those safety requirements that involve working with scaffolding and entering confined spaces. All easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the Property Owners involved for the use of additional property required. No additional payment will be allowed for this item. If a street must be closed to traffic ASC-4 � 0 � � a D D D E. � � � � � � D � � PART DA - ADDITIONAL SPECIAL CONDITIONS because of the orientation of the sewer, the Department of Engineering shall institute the actions necessary to do this for the mutually agreed upon time period. 3. Before using any water from the City of Fort Worth, the Contractor shall be responsible for the water meter and related ch�rges for the set up, including the water usage bill. All expenses shall be considered incidental to cleaning. 4. Cleaning of Sewer Line - It shall be the responsibility of the Contractor to remove all internal debris out of the sewer lines and flush the sewer lines clean, disposing of debris off-site. Debris is not to be washed downstream into other sewers. All solids or semisolids resulting from the cleaning operations shall be removed from the site and disposed of at no additional cost to the City. It is the responsibility of the Contractor to secure a legal dump site for the disposal of this material. All materials shall be removed from the site no less often than at the end of each work day. All cost for the above-described work shall be paid for by the price bid per linear foot for Cleaning and Television Inspection. 5. Inspection of Pipelines - Inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles, and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post-Construction Television Inspection of Sanitary Sewer Lines". INSTALLATION OF THE RESIN IMPREGNATED TUBE: 1. The Contractor shall designate a location where the uncured resin in the original containers and the unimpregnated fiber-felt tube will be vacuum impregnated prior to installation. The Contractor shall allow the Owner to inspect the materials and "wet-out" procedure. A resin and catalyst system compatible with requirements of this method shall be used. The quantities of the liquid thermosetting materials shall be per manufacturer's standards to provide the wall thickness specified. All felt shall be impregnated under vacuum. 2. The wet-out fiber felt tube shall be installed through an existing manhole or other approved access by means of an inversion process and the application of a hydrostatic head sufficient to fully extend it to the next designated manhole. The impregnated tube shall generally be inserted into the vertical inversion' standpipe with the impermeable plastic membrane side out. At the lower end of the inversion standpipe, the felt tube shall be turned inside out and attached to the standpipe so that a leak-proof seal is created. The inversion head will be adjusted to be of sufficient height to cause the impregnated tube to invert from manhole to manhole and hold the tube tight to the pipe wall and produce dimples at the side connections. A lubricant, if used, shall be as approved by manufacturer's standards. Manufacturer's standards shall be closely followed during the elevated temperature curing so as not to over-stress the felt fiber and cause damage or failure prior to cure. In certain cases, the Contractor may elect to use a top inversion. 3. Curing: After inversion is complete, the Contractor shall supply a suitable heat source and water or steam recirculation equipment. The equipment shall be capable of delivering hot water or steam throughout the section by means of a pre- strung hose, which has been perforated per manufacturer's recommendations, to ASC-5 � �i � u � � � L�J '� � � r i' � � � ;� � PART DA - ADDITIONAL SPECIAL CONDITIONS uniformly raise the water temperature above the temperature required to effect a cure of the resin. This temperature shall be determined by the resin/catalyst system employed and sh�ll be per manufacturer's standards. 4. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water or steam supply. Another such gauge shall be placed at the remote manholes to determine the temperatures during cure. Initial cure shall be deemed to be completed when inspection of the exposed portions of the cured-in-place pipe appear to be hard and sound. The cure period shall be of a duration recommended by the resin manufacturer, as modified for the inversion process, during which time the recirculation of the water and/or steam and cycling of the heat exchanger to maintain the temperature continues. 5. Cool-down: The Contractor shall cool the hardened cured-in-place pipe to a temperature below 100 F before relieving the static head in �the inversion standpipe. Cool-down mayFbe accomplished by introducing cool water into the inversion standpipe to replace water or steam being drained from a small hole made in the downstream end. Care shall be taken in the release of the static head so that a vacuum will not be developed that could damage the newly installed cured-in-place pipe. F. SERVICE CONNECTIONS: After the pipe has been installed, the Contractor shall reconnect the active service connections. This shall generally be done without excavation, and, in the case of non-man entry pipes, from the interior of the pipeline by means of a television camera and a cutting device that re-established them to not less than 90 percent capacity. Existing services shall be reinstated within 18 hours of installation. Should internal reinstatement not be possible, the services must be reconnected externally by excavation immediately. ervice saddles acceptable to the Engineer shall be utilized. Backfill at service conn ctions shall be cement stabilized (2 sacks per cubic yard) to a point 12 inches ab ve the service lateral to trench intersection and shall be in accordance with these spe ifications. Each reconnection shall be paid for separately. Six inch sewer lines shall hav service connections completed by external means. Contractor may re-connect the 6" ewer line connections by internal means in special cases with the approval of the Engineer. G. ACCEPTANCE: The finished c.�re-in-place pipe shall k�e continuous over the entire length of an inversion run between m�nholes and be smooth and free from substantial wrinkles, as well as defects, and improp�r house connections. Should any of these defects occur, the line shall be excavated, repaired and/or replaced and complete restoration made to the satisfaction of the City at nc�� additional cost. H. J. The watertightness of the pipe shall be tested for leaks under a positive head during cure with allowances being made for end leakage and temperature effects. CLEAN-UP: Upon acceptanc� of the installation work and testing, the Contractor shall restore the project area affecte � by his operations to original or better conditions. PATENTS: The Contractor sh• II warrant and save harmless the City and all of its officers, agents, and employees agains�all claims for patent infringement and any loss thereof. SPECIAL NOTES: The Contractor shall be liable for damages to the homes or basements from backups which may result during the installation of new pipe. ASC-6 � � K. a D � � � � � O L�: L!I I'� '!�J � � ��J PART DA - ADDITIONAL SPECIAL CONDITIONS MEASUREMENT AND PAYMENT: Cured-in-Place Pipe (CIPP) Installation: CIPP installation will be measured for payment by the linear foot of CIPP actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. 2. Service Reconnection: Payment will be made for the quantities measured at the unit price per each listed in the bid proposal. Payment shall include all labor, materials, and the lateral connection, including all necessary pipe and fittings to connect the existing service line. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Television Inspection and Cleaning: Special Condition for Post-Construction Television Inspection applies. 4. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer. 5. By-Pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for the inversion of the resin- impregnated tube. The pumps and by-pass lines shall be of adequate capacity and size �to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to the pipe reconstruction item. 6. Point Repairs: Point repairs shall be made before or after a cured-in-place pipe installation at the Contractor's option. Point repairs shall be conducted only if mutually agreed to by the Department of Engineering and the Contractor prior to acceptance of the line for reconstruction. Before any excavation is �done for any purpose, it will be the responsibility of the Contractor to check with various utility companies and determine the location of their facilities. Point repairs shall be measured and paid for by the linear foot for the appropriate depth of cut. Payment shall include all labor, material and equipment for pipe replacement according to standards. 7. Subsidiary Work: Any damage resulting to. utilities and property, resulting repairs, temporary service costs, etc., shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: 1. Description: This specification ancludes r quirements to rehabilitate existing sanitary sewers by the pipe enlar ement sy�tem, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crus ing). This system includes splitting or bursting � ASC-7 C 0 � � u � �•l � ��l C�' L�J �J PART DA - ADDITIONAL SPECIAL CONDITIONS the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. 2. Methods: This section specifies the approved system method or process to include all labor, materials, tdols, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada. Refer �to' Part D- SPEC�AL CQNDITIONS D-61 S.�.BSTITUTIONS for information� regarding pre-approyal procedures for alternative �rocesses:, � 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the pre-approved methods set forth in Section A.2 of this specification. The process involves the use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. 4. Quality Assurance: The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training ry in the proper methods for joint fusing, handling, and installing the U polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. � � �eJ L�� 5. Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittin'gs if damaged. ASC-8 �I � C'� � � � L! ;� ;� PART DA - ADDITIONAL SPECIAL CONDITIONS b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. c. Method of construction and restoration of existing sewer service connections. This shall include: 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. 2) Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) 4) Certification of workmen training for installing pipe. Television inspection reports and video tapes made after new pipe installation. 6. Delivery, Storage, and Handling: a. Transport, handle, and store pipe and fittings as recommended by manufacturer. 1� L�l � �� C�J � �i [�� 1�l b. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before • proceeding further. . c. Deliver, store and handle other materials as required to prevent damage. B. MATERIALS: 1. Polyethylene Piping Material: The pipe and fitting material shall be high density, extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe Institute) recommended designation of PE3408 and cell classification 345434C per ASTM D3350. The molecular weight category shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material sh'all be listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All ASC-9 � � 0 � � l�J � � � PART DA - ADDITIONAL SPECIAL CONDITIONS pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own prdduction of the same formulation, shall be used. 2. d. Pipe supplied under this.specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDR) and minimum pressure ratina of the pipe shall be SDR 17 - 100 psi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. a. The pipe manufacturer shall provide certification that samples of the production product mee�s these specifications. The certification will state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide certification that stress regression testing has been pFrformed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been performed in accord�nce with ASTM D2837. c. Rejection: Polyethyl.�ne plastic pipe and fittings may be rejected for failure to meet any of the re��uirements of this specification. � C. SEWER SERVICE CONNECTION� : � 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe th�: full inside diameter of saddle outlet. l�J L�� I� � � � � E�I 2. Pipe Saddles: Mechanical �addles shall be made of polyethylene pipe compound that meets the requirement� of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene g�sket and backup plate. Mechanical saddles shall be Strap-on-Saddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddlcs as manufactured by Central Plastics Company, or approved equal. 3. Connection to Existing Se rvice: Connections to the existing sewer service connections pipe shall be rade using flexible couplings. All flexible couplings shall conform to ASTM C42� and shall be as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. or a�proved equal. Backfill at service connections shall be cement stabilized sand (2 �acks per cubic yard) to a point 12 inches above the service lateral to trench i itersection and shall be in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions cf the service connection pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. ASC-10 � C� � D � l�. l�J l�l � � J L!' L�J � � L � Ll G� PART DA - ADDITIONAL SPECIAL CONDITIONS 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. PREPARATION: Bypassing Sewage: a. The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. b. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup ccurs and enters buildings, the Contractor shall be responsible for clean�up, repair, property damage costs and claims. 2. 3. Line Obstructions: If pre-installation (TV) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the Contractor, with the approval of the Engineer.' Sags in Sewer Line: ALL SAGS AND GRADE P OBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART O THIS CONTRACT. If the pre- construction television inspection reveals a sag in the sewer line, the Contractor shall be responsible for bringing the proposed s wer pipe to an acceptable grade without a sag. A sag is defined as any sewer �ine segment more than 3 feet in length which ponds water in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Engineer and the City. a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. If available, the Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upstream manhole and diverted to another sewer line or downstream manhole below the segment of pipe to be inspected. TV inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of Engineering for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre- � ASC-11 Q a � � D D � � E. � a l�l � I�J � l�l � � PART DA - ADDITIONAL SPECIAL CONDITIONS construction video tapes shall be corrected prior to commencing with pipe enlargement. In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut or boring methods. The Department of Engineering shall specifically review potential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe construction to correct the sag. For pipe bursting methods, open-cut or bore construction, the applicable bid prices in the proposal section shall apply. 4. Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines". PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: Site Organization: � 3. a. L� Insertion or access pits shall be located suc h that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access fc�r installation equipment. c. Equipment used to perform the work shall �ie located away from buildings so as not to create a noise impact. Provid silencers or other devises to reduce machine noise as needed to meet re uirements. 1 Finished Pipe: The installed replacement pipe shal'I be continuous over the entire length of each pipe segment from manhole to m�nhole and shall be free from visual defects such as foreign inclusions, conc ,ntrated ridges, discoloration, pitting, varying wall thickness, pipe separation, ot{�er deformities. Replacement pipe with gashes, nicks, abrasions, or any such ph�sical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be remcved from the construction site. The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The invert and benches shall be streamlined and improved for sr�ooth flow. The installed pipe sha�l meet the leakage requirements of the pressur� test specified later. Pipe Jointing: I a. Sections of polyethylene replacement pipe hall be assembled and joined on the job site above tfie ground. Jointin shall be accomplished by the D ASC-12 � L�J L�J � lJ l�l '�� ,� ;!1 � lJ l�J� i,� � l�J !�l I,'1 u 4. 5. PART DA - ADDITIONAL SPECIAL CONDITIONS � c. heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. The butt-fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe shall be joined on the site in appropriate working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any one time shall be 600 linear feet. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the missle all the way through, the following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch chain through sewer section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forward. Anchoring New Pipe and Sealing Manholes: � a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. c. Restore manhole bottom and invert. 6. Field Testing: a. Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe burst/crushed and prior to ASC-13 � �� u �J � � � � aF D � � a � D Q D U PART DA - ADDITIONAL SPECIAL CONDITIONS any service lines being connected to the replacement pipe, the' pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: Carrier Pipe Minimum Elapsed Diameter (inches) Time (minutes) 8 4 10 5 12 6 15 7 b. Post-Construction Televisio� Inspection of New Pipe: Refer to Special I Condition for Post-Construction Television In�pection of Sanitary Sewer. MEASUREMENT AND PAYMENT: � 1. 2. 3. 4. i Pipe Installation: Pipe installation ��ill be measured; for payment by. the linear foot of pipe actually installed in the varipus diameters �f sewers measured along the centerline of the sewer from centerline to centerline�of manholes. Payment will be made for the quantities measured �t the unit price per linear foot for the various sewer diameters listed. � Service Reconnections: Installation of sewer service connections will be measured for payment by each 'actually reconrhected to the installed pipe. Payment will be made for the quantities measured �t the unit �rice per each listed. Payment shall include required � excavation ar�d backfill, saddles, flexible connections, and all other incident�ls necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Paymerit shall not include pavement replacement, which if required, shall� be paid separalely. Sewer Cleaning by Bucket Machline I Heavy cleanin requiring more than hydraulic jet cleaning shall be performe�i b�r bucket mach nes. The payment for such cleaning shall be included in: the bid item foi Pre-Construction Television Inspection of Sanitary Sewer Linss. By-pass Pumping: The Contraqtor �shall provide di�iersion for the flow of sewage around the section or sections +�f pipe designated for rehabilitation. The pumps and by-pass lines shall be of aceq' ate capacity ar d size to handle all flows. All costs for by-pass pumping requi�ed during inst�llation of the pipe shall be subsidiary to pipe enlargement. � ASC-1 � � ��I L' � PART DA - ADDITIONAL SPECIAL CONDITIONS 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation. flDA-3 FOLD AND FORM PIPE: A. GENERAL: D B. D � a � O a � � � 1. Description: The Contractor shall utilize the installation of polyethylene or PVC sewer lines to restore the watertight condition of sanitary sewer lines. MATERIALS: Polyethylene Liner Material: The polyethylene liner material shall be a high density polyethylene pipe compound which conforms to ASTM D-1248. The polyethylene pipe liner shall meet manufacturer's standar��s. The lining shall be a hard impermeable pipe which shall conform to ths minimum structural standards applicable, including ASTM D-368 for 3,300 p�-i tensile stress, ASTM D-638 for 4,500 psi for flexural stress, and ASTM D-79U for 145,000 psi for modules of elasticity. The finished liner shall incorporate inaterials which will withstand the corrosive effects of normal sewage. The C�ntractor shall provide a written guarantee of his compliance with these standarCs. The liner shall be light in color to facilitate closed circuit television inspection. 2. Polyvinyl Chloride (PVC) Liner Material: Poly� inyl pipe shall conform to ASTM D3034. The PVC compound used for the fol�ed pipe shall conform to ASTM D1784 classification 12334-B, 12344B or 12454B or C. Compounds that have different cell classifications which are superior to those of the specified compounds are also acceptable. The lining shall conform to the minimum structural standards applicable including ASTM D-790 for 6,000 p�i flexural stress and 350,000 psi modulus of elasticity. 3. Sizing of the Liner. The liner diameter, len�th and wall thickness shall be appropriate for each designated location. The Qontractor shall verify the actual sewer lengths and diameters in the field prior to cutting the liner to length and sizing the diameter. a. The liner shall be fabricated to a size th3t when installed will neatly fit the internal eircumference of the sewer to be lined. Allowance for circumferential stretching of the liner dur�ng insertion shall be made as per manufacturer's standards. D b. The length of liner shall be that deem�d necessary by the Contractor to effectively carry out the insertion and s�al the liner at the inlet and outlet points. When reformed, the hardened liher should extend from end to end � of the sewer segment being lined in a continuous tight fitting watertight pipe-within-a-pipe. � ASC-15 � � C' L�J L�J aC '� I'� i� i,� u L�J � ,� �; � � � L�J PART DA - ADDITIONA� SPECIAL CONDITIONS c. The wall thickness of the folded pipe liner shall conform to the design criteria of the manufacturer or the licensee; however, the minimum wall thickness shall conform to the following table: Existing Pipe I.D. (inches) 6 8 10 12 Minimum Wall Thickness (inches) 0.236 0.265 0.331 0.392 EXECUTION: 1. General: Liner installation shall be accomplished by pulling the liner through the existing sanitary sewer pipeline utilizing a power winch and steel cable with an appropriate pulling head at the end of the liner. Rounding of the liner shall be accomplished by utilizing a heat source such as water or steam with a rounding device to reform the folded pipe into a hard, impermeable round pipe. 2. Preliminary Cleaning and Inspection: a. Prior to any lining of designated sanitary sewer line segments, the Contractor shall remove internal deposits as necessary to assure proper liner installation. b. Inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles, and service connections by closed circuit television. The interior of the pipeline shall be carefully inspected to determine the location and extent of any structural failures, which may prevent proper installation of lining materials into the pipelines and location of service laterals. c. It shall be the responsibility of the Contractor to clear the line of obst�uctions such as solids, roots, dropped joints, protruding branch conriections or broken pipe that will prevent the insertion of the liner. If inspection reveals an obstruction not indicated in these specifications that cannot be removed by conventional cleaning equipment, then the Contractor shall notify the Engineer. The Engineer may authorize an excavation in order to remove such obstruction. 3. Documentation: Special Conditions for Pre- and Post•Construction Television inspection apply. 4. Flow Bypassing: The Contractor, when required, shall provide for the transfer of flow around the section or sections of pipe that are to be lined. The bypass shall be made by diversion of the flow at an existing upstream access point and pumping the flow Into a downstream access point or' adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. The proposed bypassing system shall be approved in advance by the Owner. All costs of flow bypassing shall be considered incidental to cost of rehabilitating the pipe. ASC-16 � ��l L�J � � l;J '� i� Ir� L�J '�1 �s; Li' � �i] �� u '�J PART DA - ADDITIONAL SPECIAL CONDITIONS 5. Notification of the Public: The Contractor shall notify all Property Owners affected by the liner installation work at least 48 hours prior to commencement of the work which will temporarily plug the sanitary services of the Property Owners connected to the sewer line segment being lined. Notification shall be by written notice and, when possible, shall be verbal, also. Customer complaints during installation shall be resolved by the Contractor. C� Liner Installation: a. The liner shall be inserted into the existing sewer line with a power winch � and steel cable connected to the end of thelliner by use of an appropriate pulling head. A second pulling head may b� attached to the other end of the liner for attachment of a tag line to pull the liner back out of the sewer line, if necessary. Precautions should be taken during insertion to protect the liner pipes to prevent scoring the outside of the liner as it is being pulled into the sewer. b. Prior to reforming the liner, '"�O" Ring gaskets shall be installed on the liner at each manhole connection. c. After insertion is completed, the installer shall supply a suitable heaUpressure source and water recirculation equipment. The equipment shall be capable of delivering water/pressure throughout the section to uniformly raise the water temperature above the temperature required to reform the liner. d. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water supply. e. The installer shall cool the liner to a temperature below 100 F before relieving the reforming pressure. Cool down may be accomplished by the introduction of cool water or other approved method into the recirculation network. The finished lining shall be continuous over the entire length of an insertion run and be free from visual defects such as foreign inclusions and pinholes. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to the inside of the lined pipe. Any defects which will affect, in the foreseeable future, or warranty period, the integrity or strength of the linings, shall be repaired at the Contractor's expense, in a manner mutually agreed by the Owner and the Contractor. �� Completion ofi Lining: a. After the liner has been reformed, the Contractor shall reconnect the existing active service connections. This shall be done from the interior of the pipeline by means of a television camera and a cutting device that re- establishes their operability or by excavation. Any bypass pumping that is required shall be provided at no additional cost for sewer lines where lining is being performed. Service interruptions to any homes tributary to this sewer line shall not exceed 18 hours. Connection of the service lateral by ASC-17 L.! Q PART DA - ADDITIONAL SQECIAL CONDITIONS L�J � excavation shall be made with a Neoprene Gasket Saddle which inserts into the lined pipe for a watertight fit. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. Ob. Excavation pits for extemally reinstated service laterals shall remain open for 24 hours after reinstatement of the service. The Contractor shall be a responsible for verifying that shrinkage of the polyethylene sewer liner has not occurred. c. The water tightness of the liner shall be gauged while the liner is curing, Q and under a positive head. After the work is completed, the Contractor will provide the Owner with a video tape showing both the before lined and after lined conditions, including the restored connections. Upon completion D of the installation work after required testing indicates the lining is acceptable, the Contractor shall reinstate the project area affected by his operations and perform any surface restoration in accordance with these DSpecifications. 8. Special Notes: The installer shall be liable for damages to the homes or basement � from backups which may result during the installation of the liner. Installer will be allowed to open clean outs. � �� IJ J � �� '�1 ��J � ASC-18 � LJ PART DA - ADDITIONAL SPECIAL CONDITIONS aD. MEASUREMENT AND PAYMENT: � 1. Liner Installation: Liner installation will be measured for payment by the linear foot of liner actually installed in the various diameters of sewers me�sured along the centerline of the sewer from centerline to centerline of manholes. Payment will be D made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. � LJ '.� 2. Service Reconnection: Payment will be made for the quantities measured at the unit price per each listed in the bid proposal. Payment shall include all labor, materials, and the lateral connection, including all necessary pipe and fittings to connect the existing service line. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Television Inspection and Cleaning: Special Conditions for Pre- and Post- Construction Television Inspection apply. 4. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic � jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Cleaning and Television Inspection of Sanitary Sewer Lines. � � [sJ L�J � �� L�!' �i 5. By-Pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary' to the pipe reconstruction item. 6. Point Repairs: Point repairs shall be made before or after liner installation at the Contractor's option. Point repairs are available for payment only if mutually agreed by the Department of Engineering and the Contractor prior to acceptance of the line for reconstruction. Before any excavation is done for any purpose, it will be the responsibility of the Contractor to check with various utility companies and determine the location of their facilities. Point repairs shall be measured and paid for by the linear foot for the appropriate depth of cut. Payment shall include all labor, materials, and equipment for pipe replacement according to FWWD standards. � 7. Subsidiary Work: Any damage resulting to utilities and property, resulting repairs, temporary service costs, etc., shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. l7_��r��I�lI�[r�•11�iiY�� DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. ASC-19 O � � � � B � � � � � � a� 0 � � a D � � PART DA - ADDITIONAL SPECIAL CONDITIONS 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. MATERIALS: 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI 636.10 and the following: a. b. d. � 3 Field Strength: 35,000 psi minimum. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). Diameter: As shown on the drawings (minimum size requirements). Joints: Continuous circumferential weld in accordance with AWS D1.1. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. 2. Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the approval of the Engineer. ASC-20 ii� ��J �� C�J L�J C.I LJ � i J �� .� L`I � L; � �� 3 4. PART DA - ADDITIONAL SPECIAL CONDITIONS c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. � • Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. a. The boring shall proceed from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allbwable variation from the line and grade shall be as specified under paragraph A.2. All voids between bore and outside of casing shall be pressure grouted. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. c. The Contractor shall prevent over-belling the pipe whil� installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. � d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not too much water is forced into the casing so as not to float the pipe. D The backfill material will not be required unless specified on the plans and specified by the Engineer. L: QASC-21 iE� ��J � L� ��I � D � 5. PART DA - ADDITIONAL SPECIAL CONDITIONS e. Closure of the casing after the pipe has b�en installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on drawings and as require and directed by the Engineer sewer shall be constructed of bore and jac ed ductile iron pipe. b. When a casing pipe is not designated on t�e drawings, the contractor shall provide a casing pipe if necessary to achi ve line and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. c. Bore and jack in accordance with paragraph C.3. above. d. Short length of� sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or a the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. '�� I� �� ;, �� ;� L�J � L�; a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of the liner method. 0 c. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. Access holes for placing concrete shall be space at maximum intervals of 10 feet. D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed. The work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans The furnishing f all materials, pipe, liner materials required for installation, for all pr�paration, hauling and installing of same, and for all labor, tools, equipment and incidentals necessa to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. DA-6 SERVICE LINE POINT REPAIR / CL'EANOUT REPAIR ASC-22 J � .�1 �{ �, 1�J !J PART DA - ADDITIONAL SPECIAL CONDITIONS A. GENERAL: The work coverecl by this item consists of furnishing all labor, material, equipment, supervision, etc. necessary to construct a point repair on the portion of a service line located within a utility easement, street right-of-way or on private property. Point repairs on private propertv shall onlv be addressed after the Contractor has received written permission from the qropertv owner to do the work. A blank Right-of-Entry Agreement form to be completed by the Contractor and the individual property owners is included at the end of this section. The Contractor shall keep a record copy of all Right- of-Entry forms obtained and have it on hand at all times during construction. The street addresses and approximate location of service line repairs are shown in Table _ and the Field Survey Forms in Attachment _. It shall be the Contractors responsibility to accurately field locate the exact point of repair. B. MATERIALS: � The pipe replacement material shall be gasketed joint, gravity PVC sewer pipe (ASTM D- 3034, SDR 26) and have a minimum cell classification of 12454 A or B as defined in ASTM D-1784. Installation shall be in strict compliance wi�h the manufacturer, i"j recommendations and the Uni-Bell Plastic Pipe Association. The method of jointing the !,,.� ends of the replaced pipe with the existing pipe shall be water tight. � C. � �i � � �� ,� I'� � ��1 EXECUTION: 1. After the location of the point repair is determined, the Contractor shall excavate and remove the damaged pipe and replace with new pipe. The minimum length of pipe replaced shall be three (3) feet. All work shall be performed bv a licensed plumber. ' Determine whether additional lengths of line beyond "minimum length" criteria need replacement. Report need for additionat replacement to City and obtain approval before proceeding. 2. The Contractor shall excavate, shape the bottom of the trench and place the required pipe bedding so that the grade of the replaced pipe matches the existing service line grade. 3. Numerous service line point repairs along with lateral line point repairs and obstruction removals are located in areas which in many instances will require the removal of existing landscaping, structures, sidewalks, driveways, etc. Items removed or disturbed shall replaced or restored to original conditions or better. 4. Removal of Debris: Excess excavated material and debris are to be removed from the work site daily. Cost of hauling excess excavation and debris is to be included in the price bid for "Service Line Point Repair". 5. Roof and Yard Drains: At the locations indicated in Table _ of the Attachments. The Contractor shall disconnect roof and yard drains from the sanitary sewer service line. For yard drains, the Contractor shall excavate and remove the drain from the yard and plug the line at the property line. For roof drains, the Contractor shall remove the downspout from the drain line and plug the line to prevent inflow. In addition, the Contractor s all install an elbow fitting at the bottom of the downspout to direct runoff, a ay from the building, and a concrete splash pad to prevent erosion. ASC-23 L�! 0 u � � l�� '�� '!�l i� I�� L�J u ��' PART DA - ADDITIONAL SPECIAL CONDITIONS 6. Disconnected Service Liii�s: At the location� indicated in Table_ of Attachments to the Special Contract Documents, the Contractor shall remove the service line no longer in �use by excavating at the property line and plugging the service line. 7. Abandonment of Point Repair: If a pipe is exposed and found in good condition, not requiring a point repair, notify City Engineer who will record abandonment of point repair. Backfill the excavation, replace pavement or sidewalk and repair and seed or sod unpaved areas. 8. Cleanout Repair: The Contractor shall make appropriate repairs to cleanouts as indicated in Table _ and as shown on the PLANS. All cleanout repair work shall be performed by a licensed plumber. -� C•� c. General This special condition describes the repair of sanitary sewer cleanouts located on private property as designated on the I/I Elimination Repair plans. Repair of the cleanouts shall consist of replacing defective cleanout caps or installing new caps where none exist, such that inflow is eliminated. There will be no repairs made to the existing cleanouts that require excavation, other than what is required to expose the top of the cleanout so that the new caps can be installed. Materials Replacement cleanout caps shall be Dal-Caps as manufactured by Dallas Specialty & Mfg. Company, or equal. The rubber caps are held down by stainless steel clamps. Excavation 1) The Contractor shall submit shop drawings on all materials and equipment to be installed. � 2) The Contractor is responsible for obtaining right of entry from the property owners prior to performing any work. Property owners should be notified 48 hours in advance of any work on their property. �� D. � � L�J [�1 3) The Contractor shall restore any disturbed surface to its original or better condition at no separate pay. MEASUREMENT AND PAYMENT: 1. Payment for service line point repair shall be on a unit price basis for each repair performed on all sizes of service lines for the respective depths. The minimum length of serviee line point repair shall be three (3) feet. No separate pay if the work is done within the limits of a service line reconnect as defined in Special Condition, D-53, "Sanitary Sewer Services". ASG24 � J � � � � � � � J � �I � � � ,� ,J �� ILJ � 2. PART DA - ADDITIONAL SPECIAL CONDITIONS Measurements for extra length repair is on a linear foot basis for repairs in excess of the minimum 3 foot replacement length. 3. All pipe fittings, adapters, concrete collars, bedding, and removal and replacements of grass sodding required shall be considered incidental to service line point repair. 4. If no pay item is included for any work required to properly complete a service line point repair as specified, the cost to perform said work, including any required removal and replacement of materials, shall be considered incidental to the service line point repair. 5. Depth of Bury is to be measured from Natural Ground Level to the Flow Line of the Sanitary Sewer Service Line at the Point of Replacement. The minimum trench width shall be 3'-0". 6. All excavation, backfill, removal and replacement of grass sodding and landscaping, plugs, fittings, and splash pads shall be considered incidental to removal of yard drains, disconnecting roof drains and plugging disconnected service lines. . 7 � No separate payment will be made for the Contractor to obtain written permission to enter private property. Payment will be made for Abandonment of Point Repairs at the Contract Unit Price for Excavation and Backfill Abandoned Point Repairs. 9. Payment shall be made at the Contract Unit Price for each sanitary sewer cleanout successfully repaired. Payment shall be full compensation for all materials, equipment, and labor required to perform the work. DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: - OMITTED DA-8 MANHOLE REHABILITATION: - OMITTED DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION: - OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM: - OMITTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM: - OMITTED DA 12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: - OMITTED DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: - OMITTED DA-14 INTERIOR MANHOLE COATING: PERMACAST SYS. W/ EPDXY LINER: -�OMITTED DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM: - QMITTED DA-16 RIGID FIBERGLASS MANHOLE LINERS :- QMITTEQ ASC-25 � � � � � � � � ' � � � � � � � � � i PART DA - ADDITIONAL SPECIAL CONDITIONS DA-17 PVC LINED CONCRETE WALL �iECO�VSTRUCTION: A. GENERAL This item shall govern the furnishing and installation of a plastic liner integrally cast into concrete cast within the existing manhole structure. The concrete shall have a nominal thickness of 3-inches placed by using an internal form system that can be installed without excavation or removing portions of the manhole. The manholes to be rehabilitated using PVC lined concrete wall reconstruction and the interior diameter and depth of the liner are listed� in the Manhole Rehabilitation Schedule. The locations of these manholes are shown on the drawings. Q :�7 � MATERIALS The forms used for placing the concrete shall be segmented, stackable steel forms having cylindrical and conical sections. The forms shall be shaped to accommodate placement of concrete in manholes with eccentric cones, concentric cones, or flattop ceilings. When assembled, the forms shall be of sufficient stiffness and strength to prevent shifting or collapse during the placement and curing of the concrete. The assembled forms shall have sufficient size to provide the maximum interior manhole space while providing the minimum required concrete wall thickness. Concrete shall be Class F concrete (4000 psi @ 28-day) with a coarse aggregate no greater than 5/8 inch. Fibermesh fibers (1-1/2 Ib/cy of concrete), anti-bacterial agent (Con Shield or equal), and a superplasticizer shall be added to the concrete on-site prior to placing the concrete in the forms. The plastic liner shall be Amer-Plate 95Y T-Lock as manufactured by Ameron Corrosion Control Division, Brea, California or equal. The minimun� thickness shall be 65 mils. CLEANING 1. Covers (screens) shall be placed over the pipe inverts to prevent extraneous material from entering the sewer system. 2. Existing roots and manhole steps shall be removed by cutting them flush with the manhole wall. 3. All foreign materials shall be removed from the manhole wall using high pressure water spray (3500 - 4000 psi). Cleaning equipment shall have a pressure gauge that indicates the water pressure being used. PRELIMINARY REPAIRS Active leaks shall be stopped using City-approved products specifically formulated for that purpose and according to manufacturer's recommendation. Some leaks may require exterior grouting to stop the inflow. Grouting shall be performed in accordance with Section DA-17 - PRESSURE GROUTING. 2. After all repairs have been completed, all loose materials shall be removed from the manhole. No excess material shall be allowed to enter the sewer system. ASC-26 � aE � � � a 0 0 a O � � � F. � � G. � � � � PART DA - ADDITIONAL SPECIAL CONDITIONS INSTALLATION PROCEDURES A section of PVC pipe or fiberglass pipe shall be inserted in each pipe inlet/outlet to extend the existing connection through the new concrete wall. The pipe shall be installed as shown on the construction drawings. All pipe inlets/outlets shall remain active during the manhole rehabilitation unless otherwise specified. Internal forms shall be properly sized, installed, and braced to allow for the installation of the new concrete wall. The wall shall have a minimum thickness of 3-inches and shall extend from the manhole bench to the top of the cone section. The wall shall generally conform to the existing interior dimensions of the structure and shall provide the maximum allowable diameter based on the existing dimensions. If the proposed wall will reduce the diameter of the barrel section to less than 42-inches or the chimney section to less than 20-inches, the thickness of the proposed wall may be reduced to 1�h-inches. This change must be approved by the Engineer prior to construction. Prior to placement of the concrete, the forms shall be sealed and finished at the manhole base with concrete grout to prevent concrete from entering the sewer during the installation of the concrete. The plastic liner shall be placed on the exterior of the forms so that when the concrete is placed an integral lock between the liner and the concrete is provided. Sheets of the liner shall be preformed and factory welded, and cut to fit curved surfaces using the minimum number of separate pieces. The concrete shall be placed to ensure that it makes complete contract with the plastic lined form and fills all pockets, seams, and cracks within the annular space. Vibration of the concrete may be used, but cannot be so excessive that segregation of the concrete components occurs. After the concrete has been placed and has sufficiently cured, se ms in the plastic liner shall be welded by an experienced PVC liner welder using only m nufacturer's approved methods and techniques. The welding operation of any joint shall be contin ous until that joint has been completed. The welding strip shall be centered over th � cleaned surfaces to be joined, and fused across its entire width using a hot air weldi�g gun producing temperatures ranging between 500 F and 600 F. TESTING After the PVC liner and concrete wall reconstruction and all additional work is complete, the manhole shall be vacuum tested, as required by Section DA-18, Testing of Rehabilitated Manholes. If the vacuum test fails, the plastic liner may be required to be spark tested at 10,000 volts with a holiday-detector. Any pinhole discovered shall be rewelded and retested. MEASUREMENT AND PAYMENT 2. The price bid for PVC Lined Concrete Wall Reconstruction shall include all labor, equipment, and materials necessary for the complete reconstruction of the concrete wall. The payment length for this item�s�all be measured from the top of the manhole bench to the bottom of the manhole frame. I Payment for exterior grouting of manhole walls necessary to stop infiltration shall be paid for at the Contract Unit Price for manhole grouting. i ASC-27 � 0 3. � DA-18 PRESSURE GROUTING: A. GENERAL 1. Scope. This Section governs all work, materials and testing required for the pressure grouting of manhole defects. Manholes or sections of manholes with active leaks shall be repaired as indicated in the Manhole Rehabilitation Schedule. � L�J � � � C L�l � l�1 � �� 2. Description, The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of pressure grouting of manhole defects in accordance with the Contract Documents. 3. Manufacturer's Recommendations. Materials, additives, mixture ratios, and procedures utilized for the grouting process shall be in accordance with manufacturer's recommendations. 4. Manholes. Manholes to be grouted are of brick, concrete, or fiberglass construction. A. MATERIALS 1. Grouting Materials: PART DA - ADDITIONAL SPECIAL CONDITIONS Payment for step removal, if required, will be paid for at the Contract Unit Price for step removal. a. Urethane Gel Grout: Urethane gel grout, such as Scotch-Seal 5610 gel or equal shall be a hydrophilic polymer. The chemical shall be mixed within the range of from 8 to 10 parts of water and shall contain a reinforcing agent supplied by the same manufacturer. The material shall gel and cure to a tough flexible elastomeric condition. When wet, the gel shall exhibit strength properties of at least 25 psi tensile at 150 percent elongation. The material shall �not change in linear dimension more than eight percent when subjected to wet and dry cycles. b. The chemical grout shall be applied so as to have the grout material flow freely into the defects. To avoid any wastage of the material flowing through the defects, a gel control agent may be added. The following properties shall be exhibited by the grout: 1). Documented service of satisfactory performance in similar usage. 2) Controllable reaction times and shrinkage through the use of chemicals supplied by the same manufacturer. The minimum gel set time shall be established so that adequate grout travel is achieved. 3) 4) 5) Resistance to chemicals; resistant to most organic solvents, mild acids and alkali. • Compressive recovery return to � original shape after repeated deformation. The chemical shall be essentially non-toxic in a cured form. ASC-28 a 0 a � � � a � D D D � a � 0 D a U � C. � � PART DA - ADDITIONAL SPECIAL CONDITIONS 6) Sealing material shall not be rigid or brittle when subjected to dry atmosphere. The material shall be able to withstand freeze/thaw and moving load conditions. 7) Sealing material shall be noncorrosive. 2 a. A reinforcing agent such as Scotch-Seal Brand 5612 reinforcing agent or equivalent shall be utilized in accordance with manufacturer's recommendations. Any 5612 reinforcing agent which contains lumps must be discarded. Care must be taken to be sure that the pH of the water in the tank is from 5 to 9. As a precaution against the possibility of the pH being outside this range, take a small amount of water from the tank to which Gel Reinforcing Agent 5612 is to be added. Add� a few drops of 5612 to this test sample. Scotch-Seal Brand Gel Reinforcing Agent 5612 should disperse readily. If precipitation occurs, drain the tank and retest. Repeat as necessary until dispersion occurs. If dispersion does not occur, do not use the water source. � b. A filler material such as Celite 292 (diatomaceous earth) from Johns Mansville or equivalent shall be utilized. The addition of the filler material shall not exceed the quantity specified by the manufacturer, and continuous agitation of the water�side of the mixture is required. The filler material may also be utilized as a�reinforcing agent in accordance with the urethane gel grout manufacturer's recommendations. Additives: • Grout additions may be utilized for catalyzing the gel reaction, inhibiting the gel reaction, buffering the solution, lowering the freezing temperature of the solution, acting as a filler, providing strength or for inhibition of root growth. Root Control: A root inhibiting chemical such as dichlobenil shall be added to the chemical grout mixture at a safe level of concentration and shall have the ability to remain active within the grout for a minimum of 12 months. 3. Material Identification: Contractor shall completely identify the types of grout, mortar, sealant, and/or root control chemicals used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. 4. Mixing and Handling: Mixing and handling of chemical grout and forming constituents, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that chemicals or gels produced by the chemicals are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the grout material and additives shall perform the grouting operations. , EXECUTION ASC-29 0 0 � � � � a � a � � � � L1 a � a D. � � PdRT DA - A�DITIONAL SPECIAL CONDITIONS 1. General. Manhole grouti�ig shall hot be performed uritil sealing of manhole frame and grade adjustments, partial manhole replacement, or manhole repairs are complete. 2. 3. Preliminary Repairs: a. Seal all unsealed lifting holes, unsealed step holes, voids larger than approximately one-half (1/2) inch in thickness. All cracked or deteriorated material shall be removed from the area to be patched and replaced with Octocrete, as manufactured by IPS Systems, Inc. or equal, in accordance with manufacturer's specifications. b. Cut and trim all roots within the manhole. Temperature_ Normal grouting operations including application of interior coating shall be performed in accordance with manufacturer's recommendations. 4. Grouting Material Usage. Grouting of the manhole may include corbel, wall, pipe seals, manhole joints, wall to flattop joint, and/or bench/trough. Areas of the manhole designated to be grouted will be directed by the Engineer. If entire manhole is scheduled for grouting, grouting shall include the entire manhole including corbel, wall, pipe seals and bench/trough. Pipe seal grouting shall include all pipe seals in the specified manhole and grouting of the specified manhole including the bench/trough to the maximum height of 18 inches from the crown. 5. Drilling and Injection: a. Injection holes shall be drilled through the manhole wall at locations indicated in the appropriate detail(s). b. Grout shall be injected through the holes under pressure with a suitable probe. Injection pressure shall not cause damage to the manhole structure or surrounding surface features. Grout shall be injected through the Iowest holes first. The procedure shall be repeated until the manhole is externally sealed with grout. c. Grouting from the ground surface shall not be allowed. d. Grout travel shall be verified by observation of grout to defects or adjacent injection holes. Provide additional injection holes, if necessary, to ensure grout travel. e. Injection holes shall be cleaned with a drill and patched with a waterproof quick setting mortar for brick and concrete manholes. 6. Testing of Rehabilitated Manholes. Testing of rehabilitated manholes for water tightness shall be performed by the Contractor in the presence of the Engineer in accordance with the requirement of Section DA-18, VACUUM TESTING OF REHABILITATED MANHOLES of these specifications. MEASUREMENT AND PAYMENT ASC-30 � u l�J � l�J � � PART DA - ADDITIONAL SPECIAL CONDITIONS If the entire manhole is grouted, the Contract Unit Price sh�ll be per vertical foot grouted as indicated on the Manhole Rehabilitation Schedule included in these specifications or as required by the Engineer. Payment for grouting pipe seals, bench and trough, and 18 inches above crown of pipe, and grouting flattop to wall joint, shall be based on the Contract Unit Price per each manhole rehabilitated as indicated on the Manhole Rehabilitation Schedule. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment, preliminary repairs and testing necessary to complete the work including grouting with urethane grout. DA-19 VACUUM TESTING OF REHABILITATED MANHOLES: - OMITTED DA-20 FIBERGLASS MANHOLES: - OMITTED DA-21 LOCATION AND. EXPOSURE OF MANHOLES AND WATER VALVES: The contractor shall be responsible for locating and marking all previously exposed manholes D and water valves in each street of this contract before the resurfacing process commences for a particular street. �� L�J lJ L�J � The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the contracto'rs responsibility to noti�y the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the .utilities to adjust facilities accordingly. The following are utility contact persons: Companv Telephone Number Southwestern Bell Telephone 338-6275 Texas Utilities 336-9411 Ext. 2121 Lone Star 336-8381 Ext. 6982 City of Fort Worth, 871-8100 Street Light and Signal Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities,.one traffic lane at a time within five (5) working days after �H completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Q Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. LsJ �•J The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this��contract. ASC-31 L�� CJ � l�1 � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER: Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of, the removed material to a suitable dump site. The street void shall be fitled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. � � Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. �I 'J The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: Q This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" � Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. � � The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: The contractor shall remove all existing deformed H.M.A.C. pav�ment and/or bad base material D that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut � vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the surface-base-some sub-base removal for which the Engineer will select the necessary depth. The Q remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dump site. � � � After satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, with "Type D" surface mix. This item will always be used even if no base improvements are required. The proposed H.M.A.C. repair shall match the existing pavement section or the depth of the failed material, whichever is greater. However, the patch ASC-32 i j� u 0 L.' C� � � J PART DA - ADDITIONAL SPECIAL CONDITIONS thickness shall be a minimum of 2 inche�: U�nerally the existing H.M.A.C. pavement thickness will not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-25 GRADED CRUSHED STONES: This item shall be used to repair the failed base material in areas exceed 8" deep as directed by the Engineer. The material shall be graded crushed stones. Q For specifications governing this item see Item No. 208 "Flexible Base". The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete•the work. aDA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE: � A. D � Q � � � B. � � a Des�ription This item shall cdnsist of milling the existing pavement from the lip of gutter at a depth of 2" and transitioning to match the existing pavement (0" cut) at a minimum width of 5'. The existing pavement to be milled will either be asphalt, concrete, or brick pavement. The removal and disposal of the milled materials shall be as directed by the Engineer. The milled surface shall provide a smooth surface free from gouges, ridges, oil film, and other imperfections of workmanship and shall have a uniform textured appearance. In all situations where the existing H.M.A.C. surface contacts the curb face the wedge milling shall include the removal of the existing asphalt covering the gutter up to and along the face of curb. The wedge milling operations for this project will be performed in a continuous manner along both sides of the street. Details of milling locations are at the back of this document. Contractor is required to begin the overlay, within five (5) calendar days from the date of the wedge milling completion of any one street. Should the contractor fail to meet this condition, the wedge milling will be shut down, and liquidated damage of $500.00 per day per street will be assessed until all wedge milled streets are overlayed. The overlay, once begun on a street shall continue uninterrupted until complete. The Contractor shall haul-off the removed material to a suitable dump site. Equipment The equipment for removing the pavement surface shall be a power operated milling machine or other equal or better mechanical means capable of removing, in either one pass or two passes, the necessary pavement thickness in a five-foot minimum width. The ASC-33 LiJ �!J �li � D D D � � � � a PART DA - ADDITIONAL SPECIAL CONDITIONS equipment shall be self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and slope. . The machine shall be equipped with an integral.loading and reclaiming means to immediately remove material being cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. Adequate back-up equipment (mechanical street sweepers, loaders, water truck, etc.) and personnel will also be provided to keep flying dust to a minimum and to insure that all cuttings are removed from street surface daily. Stockpiling of planed material will not be permitted on the project site unless designated by the Engineer. The machine shall be equipped with means to control dust created by the cutting action and shall have a manual system providing for uniformly varying the depth of cut while the machine is in motion thereby making it possible to cut flush to all inlets, manholes, or other obstructions within the paved area. The speed of the machine shall be variable in order to leave the desired grid pattern specified under Surface Texture. The unit price bid per linear feet shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to complete the work. DA-27 BUTT JOINTS - MILLED: A. � Description: This item requires the contractor to mill "butt joints" into the existing surface, in association with the wedge milling operation (PAY ITEM NO. 9) to the depth and at locations as described below. The butt joint will provide a full width transition section, whereby the new overlay shall maintain constant depth at the point the new overlay is terminated and the new surface elevation matches the existing pavement. The construction activities, performance standards and equipment needed for the butt joints milling operations shall be governed by the special provisions of Pay Item No. 9- Wedge Milling. The configuration of the butt joints is described in more detail below. General details of butt joint locations - along with wedge milling in general - are shown in plan form at the back of this document. Construction Details Prior to the milling of the butt joints, the Contractor shall consult with the Construction D Engineer for proper location of�these joints and verify that the selected limits of the projects' street are correct. The general locations for butt joints are at all beginning and ending points of streets listed D in the project and as more graphically detailed at the back of this specification book. The joints are also required on both sides of all railroad tracks and concrete valley gutters, bridge decks and culverts and all other items which transverse the street and end the D continuity of the asphalt surface. Each butt joint shall be 20 feet long and milled out across the full width of the street section to a tapered depth of 2". This milled area shall be tapered within the 20 feet to a depth from 0" to 2" at a line adjacent to the beginning and � ending points or intermediate transverse items. This butt joint - when overlayed - will consist of a asphalt section that will transition the new overlay to match the existing pavement elevation. � ASC-34 D L�J 0 � C. L�J � � PART DA - ADDITIONAL SPECIAL CONDITIONS The contractor shall provide a temporary wedge of asphalt at ail butt joints to provide a smooth ride over the bump. Measurement and Payment Butt joints as prescribed above, will be measured by the unit of each butt joint milled. The disposal of excess material involved will not be measured for payment. ` Each butt joint-milled, measured as above, complete-in place-in accordance with these specifications, will be paid for at the unit price shown in the proposal for "Butt Joints". The unit price bid per each shall be full compensation for all milling, including material haul-off, tools, labor, equipment and incidentals� necessary to complete the required work. DA-28 2" H.M.A.C. SURFACE COURSE (TY�E "D" MIX): � All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-Mix Asphaltic Concrete" and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. �� '!J � � � Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior tb placing the H.M.A.C. overlay. The City will provide laboratory control as necessary. The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: � Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by o the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. L�! � � See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". ' � ASC-35 LJ �� C�� CJ � �r� L1 � � PART DA - ADDITIONAL SPECIAL CONDITIONS Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-30 NEW 7" CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field. Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See standard specification Item No. 314", Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter �ection will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per � square inch. Contractor shall work on one-half of Valley gutter at a time, and the other half shall be open to traffic. Work s�all be completed on each half within seven (7) calendar days. la' �� If the Contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-31 NEW 4" STANDARD WHEELCHAIR RAMP: The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The removal of existing substandard wheelchair ramps and sidewalk as required for the � installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and replacement of existing curb and gutter as required for the installation of new wheelchair ramps �=J ASC-36 �' �' � L�J � � �� L�J �� J � u � PART DA - ADDITIONAL SPECIAL CONDITIONS shall be included in Pay Item 5(Removal and Replacement of Curb and Gutier). Pay limits for laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR-1). The pay limit will extend from 9" outside the lip of gutter to 15" back from the face of curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of' standard Specifications Item 104 "Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. All concrete flared surface shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal., The color hardener shall be brick red color and dry-shake type, and shall be used in accordance with manufactures instructions. Concrete stain may be applied after concrete is poured (Product sold by BAER). "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by� the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engjneer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. I The method of application shall be by screen, sifter, �ieve or other means in order to provide for a uniform �olor distribution." The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to compete the work. DA-32 8" PAVEMENT PULVERIZATION: Contractor shall pulverize the existing pavement to a depth of 8". After pulverization is completed, contractor shall temporary remove and store the 8" deep pulverized material, then cut the base 2" to provide place for the new 2" H.M.A.C. surface. The 2" base cut shall start at a depth of 8" from the existing pulverized surface. After the undercut operation is completed, contractor shall spread, mix, and compact the pulverized material to a 95% compaction per City's Standard Specifications or as directed by the Engineer in the field. A 5% portland cement shall be used to mix the pulverized material. DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) The following specifications are for the furnishing an � placing of reinforced concrete pavement or base as shown on detail and as directed b the En in�er. Y 9 � A. GENERAL: � Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein except for finishing and curing. B. FINISHING: The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall b a pven and shall provide a smooth ride. ASC-�7 � OC. C�R�NG: � Li � � �� ] l� C � PART DA - ADDITIONAL SPECIAL CONDITIONS The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing compound conforming to the requirements of ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be ' allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. D. EXECUTION: Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utiliry cut: 1. Place safery signs, barricades and/or other warning devices where necessary and as required. 2. Replace pavement to nearest joint. 3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas requiring repair. 4. Saw cut along marked lines a minimum of two (2) inches deep. 5. Remove existing concrete. 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. 7. Place and finish concrete. Q8. Clean up job site, removing all debris. � �i L;! �I' � 9. Maintain traffic control devices to protect the area until the concrete has cured seven days or concrete reaches 3000 psi compressive strength. E. PAYMENT: Payment shall be made at the unit price per linear foot as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools and incidentals necessary to complete the work. DA-34 RAISED PAVEMENT MARKERS All applicable provisions of Standard Specifications for Roadway Markers (Buttons) shall apply. The Contractor shall install standard roadway markers according to city specifications as shown on plan sheet or as directed by the Engineer. Please refer to "Roadway Markers Specifications". ASC-38 � � � �, '� � I'I � �� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING A. GENERAL: Where known by the design engineer, the locations of potentially petroleum contaminated material (soil) that may be encountered during excavation and/or construction activities will be shown on the plans. For all locations where material is excavated and suspected of being contaminated with petroleum products, whether known or not, these special conditions are to be followed. The cqntractor is also to follow all applicable Federal. State and Local regulations when handling known or suspect contaminated materials (soils). 1. WORK INCLUDED a. Excavation, stockpiling and testing of Potentially Petroleum Contaminated Material. b. Removal, testing, and disposal of petroleum contaminated groundwater. c. Obtaining and paying for required permits. d. Hiring of qualified environmental professional consultant(s). Contractor will be required to submit the environmental consultant's experience and qualifications to the City prior to beginning work in areas of Potentially Petroleum Contaminated Material. e. Hiring of qualified environmental sampling professionals that will collect and submit � samples to the applicable City of Fort Worth testing laboratory. The City of Fort Worth's Department of Environmental Management for coordination of laboratory testing. �I L�' � �j � L�!I, � � � 2. REFERENCES a. All applicable OSHA regulatory requirements. b. All applicable Environmental Protection Agency (EPA) regulatory requirements. c. All applicable State of Texas regulatory requirements. d. All applicable City of Fort Worth (City) regulatory requirements. e. All applicable NIOSH standards. f. All applicable TNRCC requirements. 3. SUBMITTALS a. The contractor shall prepare and submit to the City's Department of Environmental Management, Senior Specialist in Compliance, plans for handling Potentially Petroleum Contaminated Material (PPCM) not less than 30 days prior to commencing excavation. b. The Contractor shall take necessary precautions while performing this project. Contractor shall not commence PPCM work (1) Contractor's submittal for dealing with PPCM is reviewed by the City and (2) the plans (i.e., drawing and description) for discharging any treated liquid into the storm sewer or sanitary sewer are reviewed by the City (3) and acceptable stockpile area is identified by the Contractor. ASC-39 � �l.� ,� a � a � B. D � C. � 0 a a � � � � a a PART DA - ADDITIONAL SPECIAL CONDITIONS c. Contractor shall submit the name of his proposed qualified environmental professional consultant(s) and proposed PPCM Handling Plan to the City. The PPCM Handling Plan shall include the detailed sequence of construction including proposed excavation and handling methods, proposed carriers for contaminated materials, waste disposal site, and a list of any permits that may be required for PPCM handling or contaminated materials disposal. The above data must be compiled and arranged'in a format that is acceptable to the Texas Natural'Resource Conservation Commission (TNRCC). d. Contractor shall submit actual limits of PPCM excavation, as prepared by his qualified environmental consultant(s) and testing lab. e. Contractor shall submit for review the proposed carrier pipe material to be used with the actual limits of PPCM excavation, including pipe gasket and carrier pipe coating or liner. PRODUCTS: 1. PIPE GASKET MATERIAL. Materials used within the actual limits of PPCM excavation, including pipe gaskets, shall be resistant to petroleum hydrocarbon deterioration. EXECUTION: 1. POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Areas suspected of having petroleum contaminated material (soils) are shown in on the engineering drawings. b. In areas other than those noted on the plans and where potentially petroleum contaminated materials are either detected or suspected, the City of Fort Worth and the Engineer should be notified immediately and the work should proceed in accordance with this section. 2. SCREENING POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Care should be taken during all excavation and dewatering activities to identify areas potentially contaminated by petroleum. b. When a petroleum odor is encountered during excavation or when there is visual evidence of potentially petroleum contaminated soil, the Contractor shall notify the Engineer without delay. c. The Contractor shall have retained the services of an environmental consultant who shall be present at the site to screen suspect soil with a photo-ionization detector (PID) or a flame ionization detector (FID). A reading of 20 ppm above ambient conditions or greater on PID or FID tested soil sample will be considered potentially petroleum contaminated. The soul sample should be a recent sample from the excavation face. The sample should be stored in a laboratory supplied glass jar with a teflon gasket lined lid. The City of Fort Worth Department of Environmental Management will be notified prior to all sample collection and submittal to the current testing laboratory identified by the City. The PID or FID tests should be performed in a confined location. Soils producing a reading of less than 20 ppm above ambient ASC-40 � 0 � � L! � �� L�J L�J C C � � �J PART DA - ADDITIONAL SPECIAL CONDITIONS will not be considered potentially petroleum contaminated. The PID or FID shall be calibrated according to manufactures instructions. d. Water encountered during excavation or dewatering shall be considered to be potentially contaminated if there is a visible sheen, a hydrocarbon odor, adjacent soil that appears visually to be contaminated by hydrocarbons or at any time the Contractor has reason to believe that hydrocarbon contamination may have occurred. The Contractor shall immediately notify the City and the TNRCC whenever contaminated water is encountered. e. The Contractor shall contact the City whenever contamination from any source is suspected. 3. HANDLING POTENTIALLY PETROLEUM CONTAMINATED SOIL (PPCS) a. Contractor shall coordinate stockpiling of contaminated preparing the chosen site: with the City to determine a suitable location for the soil. The following procedure shall be followed in 1. Provide a diked enclosure large enough to hold all material and prev�nt runoff. 2. The diked area shall be lined with 20-30 mil plastic tp prevent seepage into the existing soil. 3. At the end of each work day, Contractor shall completely cover stockpile with 20 mil plastic. During the day, the Contractor shall keep the stockpile covered, as necessary, to prevent release of contaminated materials due to rain or wind. 4. Sampling and evaluation of materials will be performed at the Contractor's expense. (The City of Fort Worth will provide laboratory services) b. PPCS shall be handled, tested, observing all standard chain-of-custody procedures and sampling preservation and analyses shall conform to published and recognized standards. c. The stockpiled PPCS shall be sampled and tested every 50 cubic yards for Total Petroleum Hydrocarbons (TPH) (EPA 418.1) and Benzene, Toulene, Ethylbenzene and Xylene (BTEX) (EPA 8020). All test results will be forwarded to the City of Fort Worth Department of Environmental Management. d. Contaminated soil identified by test results will be disposed of according to DA-27, Loading, Transportation, and Disposal of Contatninated Soil. e. It is the intent of the City of Fort Worth that uncontaminated soils be utilized as backfill material, if the soils also meet the Type C or B backfill classifications. 4. HANDLING POTENTIALLY PETROLEUM CONTAMINATED WATER (PPCW) Q a. Water pumped from the excavation or from dewatering activities that has an oily sheen, a hydrocarbon odor, or is otherwise suspect, shall be considered potentially petroleum contaminated. l�l �,1 u b. PPCW shall be handled, tested, and discharged in accordance with the TNRCC's appropriate state regulation. PPCW shall be tested no later than 15 days prior to extraction. PPCW shall, if necessary, be treated in an appropriately sized oil/water separator, air stripper or GAC canisters. Contractor shall have his testing laboratory ASC-41 �� L�J C L! L�J L■J � � L� C'1 lil l�l � PART DA - ADDITIONAL SPECIAL CONDITIONS determine that the oil/water separator treated discharge is within the limits established by the TNRCC's regulations before being allowed to discharge (discharge to sanitary sewer). Contractor shall be responsible for furnishing the effluent test reports to the City. c. Alternatively, the Contractor may dispose of contaminated water, after appropriate pretreatment, into the sanitary sewer collection system. It shall be the responsibility of the Contractor to obtain the necessary permit(s) and to perform all testing required by the City of Fort Worth Pretreatment Services Division. d. All treated water shall be discharged into a Contractor supplied Frac Tank, sampled, and analyzed before discharge into the sewer system. e. The product that is recovered shall be disposed of in accordance with all applicable regulations. Any phase separate product recovered from the oil/water separator and air stripper shall be transported in accordance with Department of Transportation rules and regulations for flammable products. When transporting product for disposal, transportation shall also be performed by a licensed carrier. The Contractor is responsible for proper manifesting of the material from the site to the waste disposal facility. Completed Manifests shall be returned to the City Department of Environmental Management within 90 days of shipment. 5. HANDLING VAPOR CONCENTRATIONS a. In order to maintain safe working conditions, the vapor concentrations should not exceed 20 percent of the Lower Explosive Limit (LEL). During construc�ion, measures should be taken to maintain LEL levels below 20 percent in all working areas. b. To monitor vapor levels and oxygen levels a combustible gas indicator (CGI) with a LEV02 meter should continuously operate in the working area. The CGI should be properly calibrated and should have an alarm that •sounds if 20 percent LEL is reached. Monitoring data from the GCI should be recorded periodically to determine if ventilation or other methods are effective. In the event local health and safety agencies require more stringent monitoring, the local regulations must be implemented. � D. MEASUREMENT AND PAYMENT: Payment for handling PPCS, PPCW and Vapor Concentrations, obtaining and paying for a any permits required, hiring the services of a qualified professional environmental consultant(s), environmental issues, stockpiling and all issues included and incidental to this section will be full compensation for all labor, equipment, materials, and supervision. � Measurement and Payment for this section will be per linear foot of trench excavated where the excavated material is handled as a contaminated material. No separate payment will be made for handling of contaminated water, vapor concentrations, sampling, stockpiling, etc. � C ASC-42 a I�� J PART DA - ADDITIONAL SPECIAL CONDITIONS 0 DA-36 LOADING, TRANSPORTATION, AN[� DISPOSAL OF CONTAMINATED SOIL � lJ I'� � L�J ��J � LJ �� ,� � � C � � A. GENERAL: This item has been established for the loading, transportation and disposal of contaminated soils in a State of Texas approved disposal site (landfill) to handle special wastes (petroleum contaminated soils). A bid item has been established in the proposal for the proper loading, transportation and disposal of the material to a designated site and the quantity established is the engineers best estimate of the quantity that may be removed. This quantity may vary depending upon actual conditions and testing results. The unit price bid will not be increased regardless of the actual amount of material disposed and may be decreased if a larger volume of material, than that listed in the bid proposal, results in a unit cost reduction for disposal. B. WASTE MANIFESTS: Any and all non-hazardous liquid and petroleum substance waste removed from the site of generation and transported for treatment and/or disposal must be accompanied by a waste shipment record/manifest detailing required generator, transported, destination and waste description information. These results may not be uniform throughout the entire site. For all petroleum substance waste, the waste shipment record utilized shall be the TNRCC PETROLEUM-SUBSTANCE WASTE AFFIDAVIT (Form TWC-0332). The Contractor shall be responsible for obtaining, origi ating and maintaining manifests in accordance with federal and state laws. The Co tractor sha�l sign the manifests forms as Independent Contractor to the Owner. AUTH RIZATION OF PAYMENT FOR REMOVAL TRANSPORT AND TREATMENT / ISPOSAL OF WASTES IN CONTINGEN�' UPON RECEIPT BY THE ENGINEER OF FULLY COMPLETED AND SIGNED MANIFEST FORMS that are in agreement wit� regard to the type and amount of waste removed from the site and received by the treatment/disposal facility. The Contractor shall immediately resolve any manifest discr�pancies. Completed Manifests shall be returned to the City Department of Environmerital Management within 90 days of shipment. C. MEASUREMENT AND PAYMENT: Payment for this item shall be made per in place cubic yard of contaminated soils that are loaded, transported and disposed of in an appr�ved special disposal site. No separate payment will be made for loading, transportati�n and disposal of contaminated ground waters collected; these costs considered sub�idiary to D-26, POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLIN6. The proposed landfill shall be included in the Contractor's bid submittal and appro�red by the City of Fort Worth Department of Environmental Management prior to con ;ract award. ContractQr shall be responsible for all landfill costs, including, but not limitdd to landfill fees, transportation costs and landfill operator requested analytical testing a�d waste characterization. ASC-43 O � �l PART DA - ADDITIONAL SPECIAL CONDITIONS DA-37 ROCK RIPRAP - GRQUT - FILTEI� FABRIC: � A. 0 � B. U a � O O C. a � l�l � � l!1 � lJ GENERAL: 1. General Conditions, Supplemental Conditions, applicable requirements of Division 1- General Requirements and the North Central Texas Council of Governments (NCTCOG) Standard Specifications, are hereby made a part of this section. 2. This item shall govern for the installation of rock riprap of the various sizes shown on the plans. DESIGN CRITERIA: 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the channel bottom is not stable, the design shall incorporate other requirements needed to stabilize the revetment toe. � 2. The channel side slope shall be as shown on the drawings. 3. Engineering filter fabric material shall be placed underneath the riprap. 4. Riprap shall extend up the bank to an elevation where vegetation will provide adequate protection. See cross sections. PRODUCT: 1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to insure permanence in the structure.� It shall be free from cracks, seams and other defects that would tend to increase deterioration. Rock shall be reasonably well graded between the following prescribed limits: 24" Riprap 18„ Riprap Sieve Size (Square Mesh) 24 inch 18 inch 12 inch 6 inch Sieve Size (Sauare Mesh) 18 inch 12 inch 6 inch 3 inch Percent Passinq 100 80-90 45-55 0-20 Percent Passina 100 60-85 15-45 0-15 2. RIPRAP WEIGHT: Weight of rock shall be one hundred fifty five pounds per solid cubic foot (min.) calculated from the bulk specific gravity (saturated surface dry). ASC-44 L�1 �I � LJ l�J lJ � u L�J D a � � � CI' �I C' C� C' PART DA - ADDITIONAL SPECIAL CONDITIONS 3. FILTER FABRIC BLANKET: Approved Manufacturer: 4. RIPRAP GROUTING • Supac - Heavy Grade 8NP (UV) • Trevira 011/280 • Amoco 4553 • or Equal Heavy Grade a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand, manufactured sand, or a combination of natural and manufactured sands. The grading and uniformity of the fine aggregate shall conform to the following requirements as delivered to the mixers: Sieve Designation, U.S. Standard Sauare Mesh 3/8 in. (9.5 mm) No. 4 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 um) No. 50 (300 um) No. 100 (150 um) EXECUTION: 1. CONSTRUC�ION: Permissible Limits Percent bv Weiaht. Passinq, 100 95 - 100 80 - 95 55 - 75 30 - 60 12-30 2-10 a. The channel side slope and the toe excavation shall be prepared to the required lines and grades. b. Filter fabric and riprap shall be placed in succession to the required thicknesses and elevations. Riprap shall be hand placed around structures to prevent damage to the structures. 2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be placed in the manner and at the locations shown on the drawings. At the time of installation, the geotextile shall be� rejected if it has defects, rips, holes, flaws, deterioration or damage incurred during manufacture, transportation or storage. The surface to receive the geotextile shall be prepared to a relatively smooth condition free of obstructions, depressions, debris, and soft or low density pockets of material. Erosion features such as rills, gullies, etc. must be graded out of the surface before geotextile placement. The geotextile shall be placed with the long dimension perpendicular to the centerline of the channel and laid smooth and free of tension, stress, folds, wrinkles, or creases. The strips shall be placed to provide a minimum width of 24-inches of overlap for each joint. Tempora pinning of the textile to help hold it in place until the rock riprap is placed. The temp rary pins shall be removed as the riprap is placed to relieve high �tensile stress which ay occur during placement of material on the geotextile. The specified placement pro edure requires that the length of the geotextile be greater than the actual slope lengt . The Contractor shall adjust the actual length of the geotextile used based on initia�l installation experience. The geotextile shall be protected at all times during const�uction from contamination by ASC-45 l'r! 0 � � � � L�!' �I; � � � l�J � � �J LJ C' � PART DA - ADDITIONAL SPECIAL CONDITIONS surface runoff and any geotextile so contaminated shall be removed and replaced with uncontaminated geotextile. Any geotextile damaged during its installation or during placement of riprap shall be replaced by the Contractor at no cost to the Owner. The work shall be scheduled so that the covering of the geotextile with a• layer of the specified material is accomplished within seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile shall be protected from damage prior to and during the placement of rock riprap. Before placement of gabion units, the Contractor shall demonstrate that the placement technique will prevent damage to the geotextile. In no case shall any type of equipment be allowed on the unprotected geotextile. 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric blanket in such a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and grades shown on the drawings. Then intent of these specifications is to require placement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course thickness at one operation and in such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their final position shall conform to the gradation specified hereinbefore. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source, by controlled �dumping of successive loads during final placing, or by other methods of placement which will produce the specified results. Rearranging of individual stones, by mechanical equipment or by hand will be required to the extent• necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted. Any material displaced by any cause shall be replaced at his erosion to the lines and grades shown on the Drawings. 4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entraining admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts of sand, sufficient water to produce a workable mixture, and that amount of admixture which will entrain sufficient air to produce durable grout, as determined by the ENGINEER. Sand for grouting shall conform to the requirements of paragraph: FINE AGGREGATE. The grout shall be mixed in a concrete mixer in the manner specified for concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a consistency such as to permit gravity flow into the interstices of the riprap with the help of limited spading and brooming. The grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not be permitted. Riprap shall not be grouted when the ambient temperature is below 35 degree F. or above 95 degrees F. unless approved by the ENGINEER in writing; nor when the grout, without special protection, is likely to be subjected to freezing temperatures before final set has occurred. Prior to grouting, all surfaces of riprap shall be wetted. The riprap shall be grouted in successive longitudinal strips, approximately 10 feet in width, commencing at the lowest strip and working up the slope. Grout shall be brought to the place of final deposit by approved means, and in no case will grout be permitted to flow on the riprapped surface a distance in excess of 10 feet. Immediately after dumping the batch of grout, it shall be distributed over the surface of the strip by the use of brooms and the grout worked into place between stones with suitable spades, trowels, or vibrating equipment. As a final operation, the grout shall be removed from ASC-46 L� � L�!' � E t�J �J L PART DA - ADDITIONAL SPECIAL CONDITIONS the top surfaces of the upper stones and from pockets an�i depressions in the surface of the stone protection. After completion of any strip as specified, no workman or any load shall be permitted on the grouted surface for a period of at least 24 hours. The grouted surface shall be protected from rain, flowing water, and mechanical injury. The surface of all grouted riprap shall be cured by keeping the surface continuously wet for a period of not less than 7 days. MEASUREMENT AND PAYMENT 1. FILTER FABRIC: Filter fabric wifl be measured by the square yard for material used including that required at toes and thickened edges of riprap. Payment for filter fabric will be made at the contract unit price per square yard which includes all plant, labor, material, and all installation costs in-place, complete. 2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual plan dimensions. Payment for riprap will be made at the contract unit price per cubic yard which includes all plant, labor, material, and installation costs in-place, complete. 3. GROUT: Grout for rock riprap will be measured by the square yard using actual plan adimensions. Payment.for grout will be made at the contract unit price per square yard which includes all plant, labor, material, and installation costs in-place, complete. � [J �� J IJ � � � L�J � DA-38 CONCRETE PIPE FITTINGS AND SPECIALS: - OMITTED ASC-47 Li = �a .3. 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' 'r... �: .v'F�' �'�'4''.,'-;i"i �i �: w"IR'• _� �i� � r� ��w� s. .� f. • s. a f �' r.• �i. �+•3i•�''°;a''.:�ry'�;�., •1 :. r�•�� Iw �.�� rt'QC�. �llS1.j C.��Z'•� •� � �`� �,��¢.;��,�� , ..�-�aQears � n :..z�s . ss--• . � ....:. - _ �; .:�� :;.r.� �,.w.,� 1t.�,T �, ��:��►��'��nere M�:e.;�?::_��c�f:ao�.:��c::��r��ti�si.r';,aa�� .�.��n ..�� ... a.�:.�. .,_. _t�_ .�r:� �r'e. ;�� . , .- h ._ti:.�. . �:��j�i - n:J.• •},Y . '��i �� 1 ,� �'�� i� �� :� ��:�;L,:�'i�"e.7� •Xµ�`:' i •.. ;ti t` �:W. y L�1�`::l 1��.5 `• L �,�. .. . , . 4 •: . s/':�ZZ . r�.:•� :-•q t� �:t ; " �: :t. Y . ' � r. • --•17 '�,'.'.'_ �:Y.,-�; �'�^7`� •.� ..�v'�/;s::'*'•�.•S'�'�..'f"i'c'.�,' 3;.•; m .t .�.��..�vM1*,. ' ..f. �j'' ` l� :�'''� T� : i.: � 5V^if.r'�l . .'�� w .. . Ytt; �i�• '!h, •�.��.'• �.`!, �,�: „i � .%� : � t, . . . • , • . ' �FY- +! . . . , . . . . •,�' .1 � ;�"`•' ,• . . � . • . � � . • . : ;: `l�• � •# . . • ` :� . f'' ' •' , r, � ., t ^�I 4v •i' �. � 0 C� f'�.J �J � C.� �'J C� C� C� � ��J �J C�7 C'� �7 �� G� C� C� , � _. -- , �� . . . _ � b � � ISSUE DATE MM/DD/YY) C�RT�IFIC�TE �O� iNSURANCE ` � �� , � n 9� r `Cer#. #! � 138�9 � � .� . , �,,. .., � 2 x, �, � —_ . _ ��, � THIS CERTIFICATE IS' ISSUED AS A MA TT ER OF INFORMATION ONLY AND I�"/ . I CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Dodson-Bateman & C O M P A N Y 8350 Meadow Road Suite I81 Dallas, Texas 75231 214.369.9600 FAX.363.9269 INSURED Long Construction & Engineering, Inc. 7636 County Road 526 Mansfield, Texas 76063 COMPANY A LETTER I COMPANY B I LETTER COMPANY C LETTER COMPANY D LETfER COMPANIES AFFORDING COVERAGE Continental Casuaity Valley Forge Insurance Co. Transcontinental insurance Co. COMPANY E LETTER . �� x �, � �„ � �. � s . ^ ,,..� , � _ ,� ��, .�.L11�F_B�fiF� x� . �,,. ��' �� "� � � ,. �a, = = .,, _�.�. _„_ � �_ . ,� n THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF �.1CH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TypE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MM/DD/YYl DATE /MM/D�NYI GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY �CLAIMS MADE �OCCUR OWNERS & CONTRACTORS' PROT. X Blanket Wavier of Subrogffiion Blanket Additional Insured AUTOMOBILE LIABILITY A X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS )( NON-OWNED AUTOS GARAGE LIABILITY EXCESS LIABILITY B �UMBRELLA FORM OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION C AND EMPLOYERS' LIABILITY OTHER Contractors Equipment A 1073619272 1073619269 1073619286 1073617988 1073619272 3/31/99 3/31/00 3/31/99 3/31/00 3/31 /99 3/31 /00 3/31 /99 3l31 /00 3/31 /99 ' 3/31 /00 GENERALAGGREGATE $ PRODUCTS-COMP/OP AGG. $ PERSONAL & ADV. INJURY $ EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MED. EXPENSE (Any one person) $ COMBINED SINGLE $ LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ �,�v,oee �,L�'/v,00$ �, /�i�,��Q 1,CCG,O?/J :,0,008 J,G�O 1, 000, 000 � i,000,000 EACH OCCURRENCE I $ � {lA�...�o�- IAGGREGATE I$ � � � _ 3� � � „ . w `_ � I � ISTATUTORY LIMITS I�° � �y.�& I EACHACCIDENT I $ '�'�O,OCfl I DISEASE-POLICY LIMIT I $ ��'��fl I DISEASE-EACH EMPLOYEE I $ Leased/Rented: $100,000 $150,000 Per Occurrence Deductible: $250 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS ProjECt: Wa_er lviam xtatauuiwun� a.u�uou J%u.vr1T. j.,.,� number PW53-060530175090 D.O.E. number 2076-subjed to policy condition-Class code 91585 C�tradors & subcontradors work provided if any � • � City of Ft Worth Engineering Department 1000 Throckmorton Street Fort Worth, Tx 76102-6311 _ �_ .___ __ � � ., , .,._. _, , . , ... u;v SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRA�N DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL _ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFf, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR i LIABILITY OF ANY KIND UPONTHE COMPANY, �IT �IS ��RESENTATIVES. I , AUTHORIZED REPRESENTATIVE �'��F�?�'��J� ' ■^i �� J B lasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability �MR `V � TO: CITY OF FORT WORTH Date_ NAME OF PROJECT: � PROJECT NUMBER: IS TO CERTIFY THAT : � is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. aTYPE OF ZrJSURANCE Policy Effective Expires Limits of Liability � Worker's Compensation Comprehensive General Liability Insurance (Public Liability) I. �'� � � I I � � � � � � Contractual Liability Other CERTIFICATE OF INSURANCE ry y. I Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Aeencv Fort Worth Aaent By Address Title O a � O O � a a � Q � � � � O � � � a CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifes that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PW53- 060530175090 STATE OF TEXAS COUNTY OF TARRANT 0 � LONG CONSTRUCTION & ENGINEE G, INC. CTOR By: , � �3�'t� ` v �� Title ��:��;�� r Date � BEFORE ME, the undersigned authority, on this day personally appeared �veNN// ��/� , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of I�j2Esio�r.�-� for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this � day of �G-Y'o(�..�. .19 �Jq . � �� ,�"�''w� MlCNAEL W PLUNK hlOTARY PUBLIC � + State af Texas �oF1t� Comm. E�cp. 06-25-2001 � �� .i�./ Notary Public in and for the State of Texas W r � ' PERFORMANCE BOND � THE STATE OF TEXAS § • - COUNTY OF TARRANT § Bond No, s-800 0372 KNOW ALL MEN BY THESE PRESENTS: That we (1) LONG CONSTRUCTION AND, � ENGII�IEERING, INC, a (2) CORPORATION of TEXAS, hereinafter call Principal, and � (3) Washin�ton International * a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly 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: �InsuranCe Comp3ny FOUR HUNDRED FORTY-FOUR THOUSAND FOUR HUNDRED SIXTEEN AND NO/100 ................... ($444,416.00) 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 ourselves, our heirs, executors, administrators and succe�sors, jointly and severally, firmly by these presents. THE CONDITION OF THIS of: OBLIGAT[ON is such that Whereas, the Principal entered into a certain '' contract with the City of Fort Worth, the Owner, dated the of a copy of which is hereto attached and made a part hereof, for the construction of: � n � 2 ��9�9 J WATER LINE REPLACEMENT, CONTRACT 98AA designated as Project No. (s) PW53-060530175090, 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 hereinafter referred to as the "work". NOW THEREFORE, if the Principai shal[ well, truly, and faithfuliy perform the work in accordance with F 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 claims and demands incunred under such contract, and sha4 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. 1 ' �J FI � ' 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 � change, extension of time, alteratio❑ or addition to the terms of the contract or to the work to be performed . thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. � IN WITTiESS WHEREOF, this instrument is executed in S counterparts each one of which shall be deemed �" an original, this the of � ATTEST: � �' �' �� 1�99 � ��/� / LO1�IG COI�ISTRUCTION & ENGINEERING„ � y� � INC. /�( ,��-G'r ' ;��,� r ii ,/ � t (Principal) Secretary IPAL (4) � (SEAL) BY: � r1 �. Title: / ��i11' ��,�.a,� ; r �- PO BOX 1982 MANSFIELD, TX 76863 , � ,,��- . � Wimess as to Principal ' � ;� ( °' L , J t' )' �`t� t. �,�i,�y;l, < 1 t.� yi � Address Witne,� s�• ' '�� ,�,� l'�.�1 t':� �, i� Y� 1..� (Surei�� 1 0 �, :� (SEAL) (Address) Washir�ton International Insurance Companv Surety / BY; � �� /'--1 �"� ��/?` i.7i`� - � ��.�?L'!�r-L/.f` (Attorney-in-fact),(�`'� � Sheila M, Your� � � ; i/ `�, % �� '4, �- � ��//�_ � I_ ..(_! ;i _- .�i--_� % Wifiess as to Surety 8350 Meadow Rd., #181, Dallas, Tx 75231 (Address) � 300 Park Blvd., #500. Itasca, IL 60143 (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 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.. � F2 � � 1 PAYMENT BOND THE STATE OF TEXAS § -� COUNTY OF TARRANT § �,,, KNOW ALL MEN BY THESE PRESENTS: That we (1) LONG CONSTRUCTION & ENGINEERING. INC. a (2) Coraoration of Texas, hereinafter call Principal, and (3) � Washin�ton International *, a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort ' Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto al! person, firms, and corporations who may fumish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : � Insurance Company FOUR HUNDRED FORTY-FOUR THOUSAND FOUR HUNDRED SIXTEEN AND NO/100 ..................... ($444,416.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum we(1 and truly be made, we hereby bind ourselves, 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 with the City of Fort Worth, the Owner, dated the day of A.D. , 1999, a copy of which is � hereto attached and made a part thereof, for the construction of:: - ��' � "� � !�`�� WATER LIIYE REPLACEMEIYT, CONTRACT 98AA Project No. (s) PW53-060530175090 a copy of which is hereto 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 hereinafter refened to as the "work". r' NOW THEKEFORE, the condition of this obligation is such that, if the Principal shall promptly make ,� payment to alt 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 fu11 force and effect. � 1 ' 1 F10 ' � � � r- � ... �., � �' L.� � ��. THE 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 such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s 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, alteration or addition to the terms of the contract or to the work 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 8 counterparts each one of which shall be deemed an original, this the day of A.D., 1999. � `' T i � �999 ATTEST: �� Z �-��``�� , (Principal) Secretary �� /:� >-:" � � Witness as to Principal , _ ✓ ��-/�?x / iA'�z. ,>"�i1r�F,i,� �,� �� i%�i�i. ; Address � �� Wi,tness � � � ��; < <L�'�,� ,t� ��'�;,,_� � � (Surety) (SEAL) 1 �// -v�2� : f'C � Witness as to Surety � �/ % ( '' ?.'� - �- - l-- i' LONG CONSTRUCTION & ENGINEERING,, INC. PRINCIPAL- �� BY: , . ' / r , � Title: PO BOX 1982 MANSFIELD, TX 76063 (SEAL) (Address) Wa�hin,gton TntPrnati�nal Tn�l�ranc�P Company Suret� ^ i ,� - / ._ � % / , BY` \\ i� �{''� /�/,�." ' C.' i_.. 1�'�f r� (Attorney-in-fact) (�Shei7.�"1�. Xoung 300 Park Blvd., #500, Itasca; TL 60143 (Address) 300 Park Blvd., #500. Itasca. IL 6�143 (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.. � � � MAINTENANCE BOND � THE STATE OF TEXAS � ir � COUNTY OF TARRANT � �J ^ KNOW ALL MEN BY THESE PRESENTS: That (I) LONG CONSTRUCTION & ENGINEERING, � INC, as Principal, acting herein by and through (2) its duly authorized and (3) Washington InternationBl * a corporation organized under the � laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant Counry, Texas the sum of �Insura,nce Companv FOUR HU1�tDRED FORTY-FOUR THOUSAND FOUR HUNDRED SIXTEEN AND NO/100 ................... ($444,416.001 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, assians and successors, jointiy and severaily. This obligation is conditioned, however; that, ,� `-� �-� r < c1 Q WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, �t�e'9� ' performance of the following described public work and the construction of the following described public . improvements: WATER LINE REPLACEMENT, CONTRACT 98AA of same being referred to herein and in said contract as the Work and being designated as project PW53- 060530175090 and said contract, including all of the specifications, conditions and written instruments refened 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 materials and to so construct the work that it will remain in good repair and condition for and during the period One (1) Year after the date of the final acceptance of the work by the City; and VVF-IEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of � One (1) Year; 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 itseif, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. � � � � r u, �..w � � � �MI NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null 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 full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be deemed an original, dated ,�y u �� 1999 ATTES : � C CI �� l�Z'_ ./.'� . J � t�-�..�..%� � (Principal) Secretary (Seal) LONG CONSTRUCT 1�1 & ENGINEERING, C. PRINCIPAL (4 ' B� � � �� , � �: Title: _ Q �� D��2�1 � � � '�' � _ , Wimess as to Principal , � � _ r�.�� /-kin /�'�i. �,/' i._/�il�Fli �j •'�r.-'L� l (Address) �� Witness: � ,��.,�,�; ( �^�.1 �`�L `�� ;L,�� (Surety)�r�� PO BOX 1982 MANSFIELD, TX 76063 (Address) LJashir�ton Internationa.l Insurance Sure �J�� d�,.y ��; � `,�a �, , � BY L� %_! '6'�' �'',%' _ %:�� f'k C�-�'.I�- -% (Attorney-in-fact�.'(`'`5) Shei� M. Your� 300 Park Blvd., #500, Itasca, IL 60143 (Address) NOTE: Date of Bond must not be prior to date of Contract (SEAL) � � � � /�_ �'! � / / �� - � � _ ;- ti,.f�� _ �/ s��z-��l� _ �, Wimess as to Surety � � 8350 Meadow Rd., #181, Dallas, Tx 75231 (1) �2) (3) (4) (5) Correct Name of Contractor A Corporation, a partnership or an Individual, as case may be Conect 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. . F6 �, � � WASHINGTON INTERNATIONAL lNSURANCE COMPANY POWER OFATTORNEY �NOW ALL BY THESE PRESENTS: That the Washington International Insurance Company, a corporation organized and existing under the laws of the State of Arizona, and having its principal office in the Village of Itasca, Illinois does hereby constitute and appoint � ELNORA CRUTHlS, DERRELL C. DODSON, SAM J. MULLIS, JR., DOUGLAS MOORE AND LUKE J. NOLAN, JR. AND SHE/LA M. YOUNG EACH IN THEIR SEPARATE CAPACITY �jts true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and� all bonds and undertakings, �}ecognizances, contracts of indemnity and otherwritings obligato.ry in the nature thereof, which are or may be allowed, required, or permitted by �aw, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said Washington International Insurance Company as fully and amply, to all intents and purposes, as if the same has been duly executed �nd acknowledged by its President and / or its principal officers. , This Power of Attorney shall be limited in amount to $7,500,000.00 for any single obligation. his Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, 1978, uly 3, 1980 and October 21, 1986 which read, in part, as follows: 1. The Chairman of the Board, President, Vice President, Assistant Secretary, Treasurer and Secretary may designate Attorneys-in-Fact, � and authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds, and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and to appoint Special Attorneys-in-Fact, who are hereby authorized to certify copies of any power-of-attorney issued in pursuant to this section and/or any of the By-Laws of the Company, and to remove, at any time, any such Attorney-in-Fact or Special Attorney-in-Fact and revoke the authority given him. �. The signatures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secretary, and the corporate seal of the Company, may be affixed to any Power of Attorney, certificate, bond or undertaking relating thereto, by facsimile. Any such Power of Attorney, certificate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary course of business shall be valid and binding upon the Company. till;SiOl:7S!l�� N TEST,��1�(t�R�QF, the Washington International Insurance Company has caused this instrument to be signed and its corporate seal to be �fh'�� by it5'2uth��officer, this 7th day of April, 1999. '� .•• .�, � � ��;' ��'",�"��C�� ', �; ' W ON I RNATIONAL INSURANCE COMPANY � , �.�a•.s, ��,: �� ' Q.. � ' � • a o %,,''� �' �.� ,�'' St� P. nderson, Senior Vice-President STATE��iJ,��''.�6� ,•• ,6�a'�`��, � �� OUNTY O�'��iU'Kf ''� . On this 7th day of April, 1999, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly swom, said that he is the therein described and authorized officer of the Washington International Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; � aN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, the day and year first above written. eneerwoavww �'+ ./1J (-� • �� FFiClAL SEAL YASMiN A PATEL Ya n A. Patel, otary Public My ommission Expires August 18, 2002 NOTARY I�lbl.lC, StA7E OF ILtIN013 ►�v cw�ss►br� �x►��:dw�sroz � . CER7IFICATE TATE OF ILLINOIS) OUNTY OF COOK) � � . �, the undersigned, Vice-President of WASHINGTON INTERNATIONAL INSURANCE COMPANY, an ARIZONA Corporation, DO HEREBY ERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Article II, Section 5 of the By-Laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, are now in force. Signed and sealed in the County of Cook. Dated the day of , 19 � � Jamee��enter, e-President � �l �1 �F C�} �] �� C] (� C� C.� C� C3 C� C� C� C� �i C� r � PART G - CONTRACT � THE STATE OF TEXAS § � COUNTY OF TARRANT § �. . ,� ; � y � ..;i � THIS CONTRACT, made and entered into 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 tenned "OWNER", and LONG � CONSTRUCTION & ENGINEERING, INC. of the City of FORT WORTH, County of TARRANT, -� and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". � L �� .., WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed 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: WATER LINE REPLACEMENTS, CONTRACT 98AA 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, macllinery, equipment, tools, � superintendent, 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 Contractor pocuments and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. r � ' ' ' Gl 1 � �, � � r ,, 'r�. 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. 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 8 counterparts in the year and say first above written. Citv of Fort Worth, Texas (Owner) Party of the First part BY: � ASST. City Manager A��C W ATTEST: ' ,�Q_�J ��C,D��,--� � , City Secretary (Seal) WITNESSES: � LONG CONSTRUCTION & ENGINEERING, INC PO BOX 1982 MANSFIELD, TX 76063 � Contr cto [ �Q?��,1� � T►tie: � I � ,7`' � APPROVED: J � -, � � � �:� f. �,�i � 11�� L`'��_ � L► n � �� . '.�- ' � • Department of Engineering �W Approved as to Form and Legality: /�� Gary Steinberger, Asst. City Attorney �'L� Con�.ract Au�horization � D �,�f� ' �� Date ' � Q [� G'� �l �'! t� �1 c� c� [�7 �] C� r-h t--1 �1 r� f--� r�-� � � L�1 � PROJECT: WATER �DOE NO.: 2075 FUND CODE: O1 L�J I� �,� �� I � '� C#J [�J l�7 � LJ L�J � � CITY OF F4RT WORTH � CONSTkUCTION SERVICES LABORATORY �RESULTS FOR TEST HOLE AND PLASTICITY INDEX REPLAVCEMENT CONTRACT 98AA __________________________________________________________________________� HOLE # 1 LAB NO.: 50837 I LOCATION: E. LGOP 820 SERVIGE ROAD E/4 3S' NOkTN.OF LAMBETH LN. I ---------------------------------------------------------------------------� 3. GO" Hl��lFir I ?. �Qu ��owrr CI�AY W!rRUSHED STC�?�3E �� TABILIiJ1�D P�(P.TERI��i,j I 8.00" BRUY�d CLA'� (STABILIZED I�TEkIAL} I --------------------------------------------------------------------------� ATTEkBURG LIMITS: LL: 30.C� FL: 28.1 PI: 1.9 SHkKG: 1.G+� I MUNSEL CGLGk CHF,kT: 6/4 LIrHT YELLOWISH BROWt1 SAPi� I 11T�iIT T�IEIGHT: 129.0 LBS PER C[,TB_TC FnOT � -----------------------------------------------=-----------=—=--------=====i -------------------------------------------- HGL� � � LAB 1J0.: 5Q838 ' I L�JCF.TI�Jt�1: E. L�OP t32Q • SERVICE ROAD E% 4 3�' ri(�kTH (?F *••IC�RMAr�L�Y �D. I ------------------- ---------------- ----------------------------------------� 11.7�" HMAC � �.? S" B RGWI�I I S H GP.AY �= LAY � --------------------------------------------------------------------------� ATTERBUkG LIMITS: LL: 4�.2 PL: �1.3 PI: 20.9 SHkKG: 1�.0� I MUNSEL CGLOR CHART: �/� LIGHT EP�WI�7ISH GR..�Y CLhi� I U��11T W�I�:aHT: N/A LBS F�Ek CU$I� FGUT � __________________________________________________________________________1 HOLE # 3 Lr.B NO.: SO�i39 � LOCATIGN: E. LOOP ��'U SEkVICE kOAD E/4 150' t10khT GF NOFtMANGY RG. I --------------------------------------------------------------------------j 3.50" HMAC � 9.�0" GkUSHED STONE W/BkOWI�I CLAY � 7.50" BkOWN CLAY � ---------------------------------------------------------------------------! ATTEkBURG LIMITS: LL: 31.7 FL: 24.$ PI: E.9 �HRKG: S.Og I MUNSEL CGLGk CHAkT: 7/5 YELLGW SAND � UNIT WEIuHT: 140.0 LBS PER CliBI!� FOGT � __________________________________________________________________________I � [�� QDOE # 2076 � PAGE 2 __________________________________________________________________________� � HOLE # 4 LAB NO.: 50840 � LOCATION: E. LOOP 820 SERVICE ROAD E/4 25' SOUTH OF ELLIS RD. � --------------------------------------------------------------------------� �3.00n HMAC • ( 5.00" BROWN CLAY W/CRUSHED STONE (STABILIZED MATERIALj ( 12.00" BROWN CLAY I --------------------------------------------------------------------------I ATTEkBURG LIMITS: LL: 37.3 PL: 28.8 PI: 8.5 SHkKG: 4.0$ � MUNSEL COLOR CHART: 6/E BROWNISIT YELLOW SAND I �UNIT WEIGHT: 129.0 LBS PER CUBIC FOOT I __________________________________________________________________________1 HOLE # S LAB NO.: 50841 I �LOCATIGN: SCOTT STREET 5/4 275' WEST OF TAFT ST. --------------------------------------------------------------------------� 10 . �' S �� r,p r I [� _�_75"wGF<;�i_�_Iu�Y----------------------------------------------------------I Li I ATTERBURG LIMITS: LL: 48.2 PL: 33.5 PI: 14.6 SHRKG: 8.0� I �MUNSEL COLGk CHHRT: 61� LIGHT BF�uWI�tISH ��kAY CLAY i UNIT WEIGHT: N,/A LBS PER Gt1BIC FOOT I _________________________________________L====-_____________-________=====i DHOLE # 6 LAB NO.: 5084� 1 LOCATIOIJ: SCOTT STREE� SI4 195' WEST OF T� FT ST. � I --------------------------------------------------------------------------� Q8.50" I-II�IAC � 11.50" GRAY rLpy I --------------------------------------------------------------------------� �ATTEkBURG LIMITS: I�L: 44. 5 PL: 29 . � FI �, =�0. � �HkP:G: 10.O�s I MUNSEL ��.;LGR Ci�AF.T: �/3 BROWN CLAY ' � I i.i1VIT WEIGHT: T�/a LB� PEk GUBIC FGOT I � _______________________�__-____-___-_-__-_________________-_-__-_________-, HOLE # 7 LAB AIG.: SOd43 I LOCATION: TAFT STkEET CL @ CAkTEF� A�lE. I �--------------------------------------------------------------------------� 1.75" HMAC � 5.00" GkUSHEL� STONE W/BROWN GLAY � � 1? , Qp,• BkUWAi CLAi' I � ATTERBUF.G LIMITS LL 32 5 PL 19.5 PI 13 1 SHRKG 3.0� i MUNSEL �;:OLOk CHAkT: S/4 YELLOWISH BkOWN CLAY 1 � UNIT WEIGHT: 13'� . 0 LBS �Ek CIJBIG FOOT ' � ________________________________________T===-=_______________________===-=1 � � � � i� Q � 7 PAGE 3 DOE � � 0 5 ---------------------------------------------________________________==--=1 --------------------------------------------- -- OHOLE # 8 LAB NO.: 50844 � LOCATION: BOMAR STREET N/4 250' WEST OF TAFT ST. � ---------------------------------------------------=----------------------) � 2.L5" HMAC I 8.50" CONCRETE (COMPRESSIVE STRENGTH 6510 PSI} I Q +9_00"_GRAY_CLAY+W/CkUSHED_STONE_�__ --------------------------------------� ATTERBUkG LIMITS: LL: 32.5 PL: 15.8 PI: 16.7 SHRKG: B.G� � MUNSEL COLOk CHART: 7/1 LIGHT GFtAi' CLAY I � UNIT WEIGHT: N/A LBS PER CUBIC FOOT I __________________________________________________________________________1 HOLE # 9 LAB NO.: 50845 I � LOCATION: HRLTGM RGAD Y7/4 270' SOUTH OF ETSIE ST. I --------------------------------------------------------------------------� •• � I 1 . ? 5 �Li:'�[A � 1r , 00" �RUSHED STOAIE W/BkOW1�1 CLAt I --------------------------------------------------------------------------� ATTERBUkG LIMITS: LL: I�3.4 �L: 12.1 rI: 6.3 SHRKG: 3.G'� I ,� MUNSEL COLGk CHT�kT: �/4 LIGHT i�ELLOWISH BROWN SANG i `r UNIT WEIGHT: is2.0 LBS PER CUBIC FOOT � ------------------------------------------------=--------------------=====1 ----------------------------------------------- �HOLE # 10 LAB 1�10. : 5084 6 I LOCATION: E. BELKNAP N/4 G�' WEST OF N. �YLVANIA I ---------------------------------------------------------------------------� �3.00" HMAC ( ?.Q�" CONCF,ETE (CQMPRESSIVE STRENGTH 6$12 FSI} I 1U. GO" CF:USHED ST01�1E W/BRGWI�3 CLAY � � ATTEP.HUkG LIMIT�---LL� �3.7 F'L-^1`-�--FI-'_�.4r �HRk:G---4.0Y,-------------� MUNSEL CGLOk CHART: 5f3 BRGWN SP,NL � � UNIT WEIGHT: N/A LBS �ER CUBIC EOOT � ------------------------------------------------------------------ ---------------------- HOLE # 11 LHB NO.: 50d47 � �LOCATION: E. BELKTIAP �114 @ OAI�HURST SCEI�I� � --------------------------------------------------------------------------� 5. 2 5" I-II�IAC � �7.00" B�.GWi�1 CLAY W/CRUSHED STJI�IE � 7. 7 5" BROWPI SANDY CLAY � --------------------------------------------------------------------------� �ATTEkBUkG LIMITS: LL: 20.1 PL: 13.6 PI: E.5 SHRKG: 3.O�S I MUNSEL COLOFt CHART: b/4 LIGHT YELLOWISH BP,OWN SAND I UNIT WEIGHT: N/A LBS PER CUBIC FOOT � � __________________________________________________________________________1 � � � � � D4E # �'Q7E PAGE 4 Q=___________________________________________________________-_____________ QAPPROVAL: � � R JEkI DAT� TESTEL�: Q4-15-99 �GATE REPORTED: U�-�'1-�9 TESTED BY: FATTERSOr! J � � � � [ � � � � � ROUTING JOSEFH GAGLIAkL�I ABE CALDEkON FRED EHIA � FILE � � ,� �� i� I� � i� � I� �� D � � D � 0 �� i��.r , a � �; ��k,,� � �� 3� "s= � �,� r a � �r "�e�.� z;�;�'�.�`�<"" °" �"r�� I .9s � � " �' .:*"� ^: � ��! " ri� x '' i � '� i } 7 .fi"�. �.. �' '�•+' y s,� � w��' a�,� v f r� �� a � . `' S s�, � i�*� �s��" x� rz�f y�' t� � � �� '� �� v� � �� r�� , ��o- u�� "� �� F�'�� , `'� �'�'�"�". ., x � �x. w �r �, ,� r a sf I � s Y > � �.r� '� � +t-`K �� a. �' �� .�m��r'�ri +;r, ��; �, a t �;= ��+��:�� z�c`�s. �;"�� i ■ � � �� j 1 h �� t. _:1 � �;� ,�yc� J j .� � 1 � � � � j�/ ` Parcel # 1 DOE # 2076 ' 2200 Bomar Street � Lot — Al, Block — A, Sycamore Heights Addition THE STATE OF TEXAS § � COUNTY OF TARRANT § PERMANENT WATER LINE EASEMENT THAT WE, the City of Fort Worth, hereinafter referred to as "Grantor", for and in consideration of One Dollar ($1.00) and other valuable consideration paid to Grantor by the City of Fort Worth, a municipal corporation of Tarrant County, Texas, the receipt of which is hereby acknowledged, do grant, bargain, and convey unto said City of Fort Worth, its successors and assigns, the use and passage in, over, across, below and along the following parcel or tract of land situated in Tarrant County, Texas, in accordance with the plat hereto attached, to wit: SEE ATTACHED EXHIBITS A& B It is further agreed and understood that the City of Fort Worth will be permitted the use of the above described.strip of land for the purpose of the construction and maintenance of a water main. An ingress and egress easement shall be granted in order that access may be gained to the above described Permanent Water Line Easement. �� TO HAVE AND TO HOLD the above described premises, together with, all and singular, the rights and appurtenances thereto in anywise belonging, unto the said City of Fort Worth, its successors and assigns, forever. And we do hereby bind ourselves, our heirs, successors and assigns, to warrant and forever defend, all and singular, the said premises unto the said City of Fort Worth, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. It is intended by these presents to convey a Permanent Water Line Easement to the said City of Fort Worth to maintain, construct and repair the above described improvements, with the usual rights of ingress and egress in the necessary use of such Permanent Water Line Easement, in and along said premises. IN WIT�IESS WHE OF, Grantors have caus d this instrument to be executed on the � �� -{ �day of , 19 �� . � J � � � O ER: C. .� L � _ �-r-K-- r ' V"�'� f p o r � .� � 1 � l�'J � � � L! �i Parccl Nn. I Project Name: 9SAA Water Main Replacement DOE No. 2076 EXFIIBIT "A" PERMANENT WATER LINE EASEMENT J• SANDERSON SURVEY A-1430 CITY OF FORT WORTH TARRANT COUNTY, TEXAS SITUATED in the City of Fort Worth, Tarrant County, Texas and being a strip of land out of the J. Sanderson Survey, Abstract No. 1430, said strip being out of a tract of land conveyed to Bobby E. Sides (Sides tract) by deed as recorded in Volume 6627, Page 756 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), said tract also being Lot A1, Block A of the Sycamore Heights Addition, an addition to the City of Fort Worth according to the plat as recorded in Volume 309, Page 11 of the Plat Records of Tarrant County, Texas (P.R.T.C.T.), said strip of (and being herein described as a proposed 20 foot wide Permanent Water Line Easement and being more particularly described by metes and bounds as foilows: BEGINNING at the northeast property corner of the said Sides tract and at the northwest property corner of Lot 1, Block 24 of the said Sycamore Heights Addition, said point being on the ezisting southerly right-of-way line of Scott Avenue; � THENCE, South 00 degrees 27 minutes 36 seconds West, along the easterly property line of the said Sides tract and along the westerly property lines of Block 24 and Block 25 of the said Sycamore Heights Addition, 551.64 feet to a point at the southeast property Q corner of the said Sides tract, said point being at the southwest property comer of Lot 11, Biock 25 of the said Sycamore Heights Addition, said point also being on the existing northerly right-of-way line Bomar Street; �� l*' 1 � � �� I�� L� � � THENCE, North 84 degrees 25 minutes 09 seconds West, along the southerly property line of the said Sides tract and along and along the said existing northerly right-of-way line of Bomar Street, 20.01 feet to a point; THENCE, North 00 degrees 27 minutes 36 seconds East 549.84 feet to a point on the northerly property line of the said Sides tract, said point also being on the existing southerly right-of-way line of Scott Street; TiiENCE, South 89 degrees 33 minutes 16 seconds East, along the northerly property line of the said Sides tc�act and along the said existing southerly right-of-way line of Scott Street, 20.00 feet to the POINT OF BEGINNING. The Permanent Water Line Easement herein described contains 0.2529 acres (11,015 square feet) of land, more or less. I, Lonny Gilllespie, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that the property shown hereon was surveyed on the ground during February of 1999 under my direction and supervision, and that it is true and correct to the best of my knowledge and belief. Company Name: Ratnala & Bahl, Inc. � OFA ��G�STF9� L.onny Gillesp - ----------- --- -------------------- . Q� � �Q, Registered Professional Land Surveyor w �oNNv�oi�tEsaie No. 5261-State of Texas �, A� s2st o-� L�j �1 � !�J ,� i�] ,� J � 1�� ,� � ,�J � -J �� J `I I� �1 �_ J J. SANDERSON SURVEY � EXH I B I T ��B �� SCOTT AVE • ABSTRACT 1430 : 589•33�16`E DRAWING QF - 20.00� EXH I B I T' A" �� __ E%tSTINC R:o.r. ___________,^�� _____¢xtsttNc a._o.r____ r P.0.8. � EXHIBI? � A : � 1 " = 60' °D iO N N LOT 1 . � EXHIBIT 'A" � PROPOSED 20' MIDE PERMANENT � MATER LlNE EASELENT 11015 5�. FT. (0.2529 AC.) -- --------- --- BLOCK 24 'W = SYCAMORE HEIGHTS ADDITION �� VO�. 309. PG. it �� P.R.T.C.T. W O �a LOT 11 . � BOBBY E. SIDES I VOI. 662T• PG. 756 1 D.R.T.C.T. � . __�� _�_ EXiSTINC R.0_V._____ i_o CARTER ST. �x� W LOT A1 ____ E%I5T[NG RyO.M:____� BLOCK A I SYCAMORE HEIGHTS ADDITION � VOL. 309. PG. 11 Z P.R.T.C.T. � � �or � � . �� a �� a I �---------- — BLOCK 25 ` SYCAMORE HE[CHTS ADOITION W �# VOL. 309. PG. 17 P.R.T.C.i. � � M M N �N o �o LOT 11 z �v�i EX'►SitNC R.O:M. ��-----��,_��__` I . �� --�.".�_' N8�•2s�os•w -----_ _ 20�0'� E%15i(NC R.O.N. 80MAR ST. D.Ot - 301� . iA��fBuxi. rxa. xo. nss-aws�mrsofo F��o� ,� �,� 8 �,��. ,� �� a.a �� •.w �s�+r u.a I m.� t�.« � � � � .� � � a.: �:� �= � :::. t; �- a:: �L h �< � Nt t�,u i�:��•�� a � I)Ul�: a lG4b 22(10 lic►�tit+r Avcnuc I.ut A-1, 131ock A, tiycamarc Ilci�;htx nclditinn �i�i��: ��'ATC', or �rrxn� � ('UUN�'Y Or TARRAN'i' � ACKNOWLEDGMENT J � M,�` J� i � � � � � � i ! � � � � � �� BEFORE ME, C�r�-tiY E. G-r/Lr�inl , the undersigned authority, on this day ��crsonally appeared y,/i t,��,a,-,,, r. 2�r�,�••cs. �T2. , known to me, or proved to me to be tl�e person whose name is subscribed to the foregoing instrument, and acknowledged to me tl�at he/she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the /8fh day of MR� ,19�• � ��r� GARY E. GRIFFIN � * � * Notary Publk STATE OF TEXAS �''��tO' wy camm. �. os��srxoo2 � � Notary Publ' , State of Te Z�L My commission expires on the lS�h day of 1t��1✓1.Cti{ ,�. � �� . �` CrTY OF FORT'�VpRTy � RE�L �f7�PERTY: . � °` � . 'S9 JUN 22 p� Z �5 � _. 't D199129886 ` CITY FW REAL PROPERTY 001 '� _ 927 TAYLOR ST °s FT WORTH, TX 76102 � =- ''W A R N I N G—THIS IS PART OF THE OFFICIAL RECORD--D O � � �— � N O T D E S T R O Y a I N D E X E D-- T A R R A N T C O U N T Y T E X A S S U Z A N N E H E N D E R S 0 N-- COUNTY CLERK ' O F F I C I A L R E C E I P T �► T O: CITY FW REAL PROPERTY 001 • 1 �; RECEIPT NO REGISTER RECD—BY PRINTED DATE TINlE � 199265032 DR93 J P 05/24/1999 10:20 1 �� INSTRUMENT FEECD INDEXED TIME � 1 D199129886 WD 19990524 10:20 CG 1 �� T O T A L: DOCUMENTS: Ol F E E S: ! �� . , • � I � � ' B Y: � � � � � 1 � 1 � ► �� 15.00 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. i . i�-1�Q�D ------ M & C. ._......, . nA��: ac�hs: �2�r�1 ,o�� : � �� Z J . � � � � June 1, 1999 ■J ■1 RAILTR�tN � Fort Worth •�—�1—t-�—fi-� � � I I�• Dallas RAIL TRANSPORTATION CORRIDOR Mr. Fred Scott, Senior Land Agent City of Fort Worth Engineering Department - Real Property Management Fort Worth, Texas 76102-1605 RE: 8- inch Water Pipeline Crossing � D/FW .RAILTRAN Right-of-Way at Haltom Road . � Dear Mr. Scott: • � Plans for the referenced crossing have been reviewed by DART and Burlington Northern ] Santa Fe. They are acceptable with the exception of those items noted on the enclosed facsimile from Burlington Northern Santa Fe Railway Company. ] . Your contractor may need to obtain a right of entry from the Burlington Northern Santa Fe Railway Company (B�NSF.) When working within certain areas of the track, a flagman may J also be required. Please contact the BNSF Roadmaster, Harvey Harmond priorto entering the RAILTRAN property. He may be reached at the following phone numbers: 817.740.7221 or 817.224.7009. Your contractor will also need to furnish us with an � insurance certificate naming D/FW RAILTRAN System as additional insureds with the coverages outlined on the attached. � Please call me if you have any questions. � Sincerely, � J J J � � � of � ty Management rector Lisa Pyles, RAILTRAN Manager � � � .� � � II � � � � �1 �� ' � � � � � INSURANCE REQU1REt1AENTS Your contractor needs to have a�d keep current the following insurance policies white engaged in activities on the RAIl.TRAN property: (1 } Commercia! Generai Liability insurance, inciuding coverages for premises/operations, independent contractors, products/completed operations, contractual, medical payments, persona! injury and advertising in�ury against cEaims arising out oi bodi{y injury, illness and death from damage to or destruction of property of others, including loss or use thereof� and including liability of BNSF� contractor� and all sub-contractors, and each of them with minimum limits for bodify injury and property damage of $1,000,000 for each occurrence with an aggregate of $2,000,000. This policy shall contain a"waiver of subrogation or transfer rights" endorsement to waive any right of recovery that the insurance company may have against BNSF because of payments made for bodily 'snjuries or property damage. (2) Commercial Automobile Liabiiity Insurance, including owned, non-owned, and hired vehictes with minimum limits for bodily injury and property damage of $1,000,000 per occurrence on ai! vehicles used on ihe RAlLTRAN property during this License. (3) Worker's Compensation Insurance providing statutory limits as required under the Worker's Compensation Act of the applica6le State, including Employers' Liabifity of $t,Q00,000 to include FELA, if appropriate, and an "alf states" endorsement. (4} D/FW RAILYF�AN, Burlington Northem Santa Fe Railway Company, Union Pacific � Railroad, Daflas Area Rapid Transit and the Fort Worth Transportation Auihority shall be named as additional insureds under the policies described in 1 and 2 above. (5) Contractor agrees to waive subrogation rights against D/FW RAILTRAN, Burlington Northem Santa Fe Railway Company, Union Pacific Railroad, Dallas Area Rapid Transit and the Fort Worth Transportation Authority and policies described in (1), (2) and (3) above and must be so endorsed. {6} in addition to the insurance requirements of (1), (2} and (3) above, the contractor wip be required to fumish a Raitroad Protective Liability fnsurance policy issued in the name of BNSF, with a limit of two million dollars ($2,000,000) for bodily injury and property damage per occurrence and aggregate of six miliivn dollars {$6,000�000} when construction of demolition work will be performed by contractor under this License within 50 feet of railroad tracks. LJ a � a D � � U � a � � � � � � 0 � � a MAY 26 '99 14�40 FR FTW FIELD ENGINEERING 8173522913 70 812149484083 P.01/02 ��n 1Vo �� ^� y SantaFc ; P `:;'�� : . . . � . . . . � . . Fi The information contained in this facsimile message is privileged and confidential information intended only for the individual or entity named below. If you have received this communication in error, or are unable to deliver it, please notify the sender immediately and destroy this fax message. Please deliver the following material as soon as possible. From: Keith D. Adams Questions? 817-352-2911 Fax 817-352-2913 To: Company: Date: Message: MIKE DEAN RAI LTRAN 5-26-99 BNSF Railway Company 5800 North Main Street, Fort Worth, Texas 76179 Fax: 214-948-4083 Pages: 2 (including this one) � a � � � a a � 0 Q EJ D� � a � � � Q � , � � � MAY 26 '99 14�41 FR FTW FIELD ENGINEERING 8173522913 TO 812149484083 P.02i02' RAILT�iAN Fort Worth • • Dallas RAIL TRANSPORTATION CORRIDOR May 5, 1999 Mr. Keith Adams, Field Engineer . Burlington Northern Santa Fe Raiiway Co. � 5800 North Main Street Fort Worth, Texas 76179 RE: City of Fort Worth 8-inch Water Pipeline Replacement at Haltom Road Dear Mr. Adams: , I have enclosed plans showing the referenced pipeline crossing. Please review them and let me know what your recommendations are. Call me if you require additional information. Sincerely, • � ` 1V�-- APPROVED BY BNSF RY CO -� ' Mike �ean FlELD ENGINEERING - FT. WOR7H, TX � • Real Estate Specialist ' KEITH D. ADAMS - FIELD ENGINEER Provided crossing is designed to carry Cooper's E-80 Railroad live loading with diesel impact �� MA Cooper's loading Sectid�n 8-2-8) and under track bore is dry with edge of boring pit no closer than 30 ft. from the center �line of track. � � � S,Z�-99 I*J L�J C �� ■ � l�J � !J � TEXAS DEPARTMENT OF TRANSPORTATION DISTRICT N0. 2 SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY RZGHT-OF-WAY (1) Coordination of Work with HiQhway Contractor or State Forces If any portion of related highway is under construction, no iltility Owner's Forces or Contractors shall enter within the highway right-of-way without first consulting the Highway Contractor and making necessary arrangements to coordinate installation of its facilities with Highway Construction. All work relative to installation of Utility Owner's facilities shall be conducted in such manner as not to interfere in any way with operations of the Highway Contractor. The above requirements with respect to coordination of work with Highway Contractors shall likewise apply to work being done by State Forces. (2) ChanQes in Location of Pronosed Utilities No changes shall be.made in approved location of utilities within limits of highway right-of-way without prior authorization of Texas Department of Transportation. (3) Adjustment of Utility Poles and Appurtenances � No deviations shall be made from the location of underground lines approved or designated by the Texas Department of Transportation either during planning or construction to avoid utility poles. Where such poles are adjacent to any proposed underground line, Utility Owner shall make necessary arrangements with other Utility O Gwners for moving poles and appurtenances and/or supporting same during trenching operations. � �� Any poles, anchors, etc. relocated to clear the proposed underground line shall be moved toward the highway right-of-way line and location shall be subj ect to the Texas Department of Transportation approval. (4) Submission of Project DrawinQs to State Prints of detailed drawings showing exact plan location and profile of underground � line shall be submitted to Texas Department of Transportation well in advance of construction of line, for verification that location of line is in accordance with requirements specified herein. � (5) Staking of Utilitv Lines in Advance of Construction Utility lines shall be staked well in advance of construction of line so that � Texas Department of Transportation can inspect staking to verify that alignment conforms to requirements set out herein and that there is no conflict with highway facilities. � � L�J Utility Owner shall give Texas Department of Transportation not less than 48 nours notice ahead of time when staking of line will be completed. ROW Utility Section January 28, 1992 �� I�i �� _2_ (6) Notification of Abandonment of Location Authorized by Permit and Assi�nment of Authorized Location to Other Utility Owners It is expected that where the installation of utility line has been authorized, such installation will be made within a reasonable period after approval of permit, otherwise, the Texas Department of Transportation reserves the right to assign the location originally approved for the line to another utility. � If construction of Utility line has not been started within 4 months after date of approval, the Utility Qwners shall immediately notify the Texas Department of Transportation whether it is still intended to install the line and the date construction will commence. If the owner intends to abandon all or any part of the � authorized location, the Texas Department of Transportation shall be informed accordingly so that such abandoned location may be assigned to other utilities if deemed necessary by the Texas Department of Transportation: � �� U � (8> D [�J l+�J L"J l �' `�J � � Inspection by Tex�s Department of Transportation Representatives Utility Qwners shall inform their forces or contractors that all utility installations authorized by Utility Agree ent or Pennit shall be subject to such inspection and tests as may be deemed nec ssary by the Texas Department of Transportation to verify that work is bei�ng done in accordance with the Texas Department of Transportation requirements. All supervisory personnel shall be instructed to furnish such information and cooperation as may be required to perform such inspection. ; Copy of Permit on Job Site � A copy of the approved permit shall be kept on the site of the work at all times when work is in progress. � (9) Full-Time Supervision and Inspection The Utility Owner shall provide competent full-time on-the-site supervisors or inspectors for all utility installations either authorized by permit or covered by � utility agreement with the Texas Department of Transportation. (10) Incorrect Location of Utilities Any pipe incorrectly located during construction to conflict with any highway structure shall be removed and laid in proper location at entire expense of Utility Owner. (11) Protection of Hi�hway Facilities Durin� Installation of Line Al1 construction operations relative to installation of the pipeline shall be conducted in such manner as to protect highway facilities from damage at all ti�es. (12) Disposal of Excess Excavation and Clean Up Excess material from trench excavation shall Y1e removed from highway right-of-»ay and job site cleaned up and left in satisfactory condition. ROW Utility Section � January 28, 1992 �sJ L�I � �' J f� l!I � L�J � l#'J LJ -3- (13) Repair and Replacement of Riprap and Earth Slopes Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain not less than 3 sacks of cement per cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap. Slopes of highway cuts and embanlunents damaged by any operations relating to installation of utility shall be repaired and restored to the exact contour existing prior to initiation of the utility project. All earth placed in the restoration of slopes, etc., shall be compacted to a density equal to or greater than that of the original slope as directed by the Texas Department of Transportation representative. (14) Replacement of Base and Pavements Where removal of�base and pavement has been authorized, all such base and pavement shall be replaced'as directed by the Texas Department of Transportation representative. All existing pavement and related flexible or concrete base, which is to remain in service either permanently or temporarily, or to be incorporated as a part of the highway project, shall be replaced. (15) Repair and Restoration of SoddinQ Where sodding is disturbed by excavation or be replaced by mulch sodding on all slopes be replaced by block sodding. backfilling operations, such areas shall of 2% or less. All slopes over 2� shall (16) Installation of Lines Beneath Pavements � No open cuts for pipe trenches shall be made across any pavement beneath main highway traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other similar facilities unless specifically authorized by the Texas Department of � Transportation. Pipe shall be installed by boring and tunneling and all such tunneling and boring shall be cased and pressure grouted to seaI. voids between casing and adjacent earth. � Open cuts will be permitted across pavements of existing street connections, where pipe trench is adjacent to and parallel with highway right-of-way line and where pavement has not been recently constructed. No open cuts will be permitted across � such connections where new pavement has just been constructed without written permission of the Texas Department of Transportation. � � � L�J (17) Casing of Lines Utility lines carrying liquids or gases under pressure may be installed uncased in accordance with the Texas Department of Transportation Utility Accommodation Polic�. Water lines crossing beneath culverts shall be cased and casing shall project S' beyond outside limits of culvert. Voids around casing, placed by tunneling or boring, shall be pressure grouted. ROW Utility Section January 28, 1992 l+�J t*1 �i� � (18) Use of Explosives -4- No explosives shall be used within limits of highway right-of-way without written permission of the Texas Department of Transportation. Requests for permission to use explosives shall include the following information: (a) Location of highway where use of explosives is proposed. � (b) Type and amount of explosives to be used. � If the use of any explosives is permitted, all blasting operations must be conducted in such manner as to completely protect adjacent property and the traveling public and not interfere with highway traffic. No blasting will be permitted in the vicinity of any structures or beneath any pavements which are to remain in use. � LJ � L+'�] LJ LJ (19) Protection of HiQhway Traffic, Barricades, Warning Si�ns, Etc. No construction operations relative to installation of utilities will be permitted within the limits of existing pavements carrying traffic, or shoulders adjacent thereto, unless specifically authorized by the Texas Department of Transportation. Excavated materials shall be kept off pavements at all times. Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided by the Utility Owner or his Contractor when necessary. (20) Protection of Existing Utilities (a) Prior to selecting a location for a proposed installation or accepting a location suggested by the State for such installation, the Utility Company shall take all necessary steps to determine that the location is not already occupied by another Utility and to det'ermine that no damage will be done to existing Utilities. • (b) Prior to beginning actual construction operations the Utility Company sha11 � notify all other Utility Companies who may have facilities in the area so they can determine if the proposed construction will conflict with or otherwise damage their facilities. � � LJ � � � (21) Use of Plastic Pipe and Nonmetallic Pipe (a) Plastic pipe may be used for gas lines provided the internal pressure does not exceed sixty pounds per square.inch, they are encased from right-of-wa� line to right-of-way line on crossings and have at least thirty inches of cover. The maximum size of plastic pipe gas lines shall not exceed six inches. (b) Where nonmetallic pipe is installed longitudinally, a metal wire shall be concurrently installed or other means shall be provided for detection purposes. ROW Utility Section January 28, 1992 � l� � D � � O � � � � 1. � �� I� �� -S- (c) Plastic pipe may be used for water lines provided the minimum depth is 30 inches. Encasement shall be as provided in Rule 21.45 of the Utility Accommodation Policy. . (22) Above Ground Apnurtenances to Underground Utilities Above ground installation, such as pedestals, fire hydrants, meters, etc., installed as a part of an und�rground utility shall be located at or near the right-of-way line, well outside jthe highway maintenance operation area. ' (23) Markers The utility company shall place a readily identifiable and suitable marker at each right-of-way line f�r highway crossings except where marked by a vent. ROW Utility Section January 28, 1992 L�' � � � �! l�J � l<J � 'u � � Where material benPath pavemer►t is sar�dy or unstable and will be subj ect to caving, hole for casing shall be bored and cased si_multaneously arxi bored material remaved througiz casing. C�ttirig face of auger or drill shall not project more t-.han 6 inches ahead of casing arid no Frater si1a11 be u..sed in oonnection with drilling. Q Where material benP�th pavement is stable ar�d not subject to caving,'hole for casing may be bored first and casi.ng insert.ed in hole innnediate.ly after ccn�letion of borirlg if permitted by the Texas Departrnent of Transportation. � Water shall not be used in conjunc�tion with drilling if it in any way causes stable material to cave or beccsme unstable. � (C) � l�J l�\ AI►1 h. While hole is being tluzneled, casing shall be jacked into place as operatiors progress except as hereinafter specified. Where necessary to use sec.-tionalized steel liner plates, each success�ve ris�er of plates shall be placed in pasition and cc��letely bolted into place as soon zs excavation is can�leteci far enough ahead of oan�leted casirig to receive the r,�._.xr ririg. � ROW Utility Section Janualy 28, 1992 I:�,: ��. : �l� \ 1►I►1�1 ��. '�I ill' • • '�• �' .'i 1.91 Pipelines cro�.si.ng urXier surfac�ed raads and roads c�-ryi_ng traffic within limits of hic�way right-of-uray shall be placed by boring or tunneling, unless otherwise specifically authorized by the Texas Departm,ent of Transportatior.. Borings or tunr►els s,hal� be placed at such depths belaa bottam of pavements as to provide sufficient depth of soil abave hole for s��orting superi�sed live and dead loads ar�d also prevent collapse of sug�Orting soil between hole and gavemP�ts due to any boring, tunneling, or casirig jacking operations. Boring and/or tunneling shall exteixi past roadway c�� lines and outside of any shoulders adjacent to pavements. Pits excavated for boring or tunneling operations shall be located so that any possible sloix�irig of sides of pit will not endanger shoulders or pavements and so that bat.�ricades can be placed as specified herein. All operations and equipment relative to tunnelix�g arid boririg shall be confined to areas outside of roadway shoulders and aFray from edges of pavements by suitable barricades. Barricades shall be maintained clear of shoulders at all times except that in no case shall the clear distance between barricades and edge of pavement or face of curb be less than 8 feet. :�- � lil � �J LJ � Working face of excavation shall not pr�ecede advancing end of casing by more than 2 1/2 feet unless otherwise pernutted i7y �exas D�epar�ne.nt of Transportation. No ex�losives shall be u_sed within limits of highway right-of-way in conjunction � with tunnelirx� exoept as specified ur�der "Use of E�losives" cavered elsewhere in ao�anyir�g specifications. s � a:�� iY�.� , � � � � a � (E) � � � a � Al1 voids arour�d casing shall be pressure girout.ed with grout consisting of �-brtlarr� Cem�xit arxi washed sar�d and containirig not less than 6 sacks of Portland Cement pex cubic ya�i of grout. Additional cement shall be added if workability and/or stability r,annot be abtained with piroportions i.t�dicated. An air entrainir�g agent may also be added to the grout mixture to facilitate flaw if necessary. Grouting shall be done inmtiediately after casir�g has been installed in hole in order to avoid any shearing of soil ar�d settlemP.nt of overbu�ien abave casiux�. Means shall be provided for proving that voids are filled arour�d 24" diameter and lan�er casirigs in the event there is sca��e doubt by the Texas Degartme.nt of Traitisportation that voids are being filled. On reinfor�ced concrete casing this may consist of holes drilling aroLuxl inside of perimeter of casing and fitted with rnmavable plugs. On steel casing, remavable threaded plu�s may be pn�vided at intexvals aroLuxl inside peximeter of casing. No holes shall be drilled in pavement or shoulders for grouting operations. BORE PIT LOCATION Bore pits shauld be located at least thirty feet from the edge of the nearest thr�gh traffic lane ar�d not less than twenty feet frcxn the edge of pav�zt on ramps. On law traffic roadways arxi frontage roads, bore pits should not be less than ten feet frcan the edge of pavement or five feet fran face of ctiirb. � ROW Utility Section January 28, 1992 Sheet 2 of 2 :� � � •� i �� •� � u '� iJ � �.., u �:: «.�� r��i��r��r r: a. �.ia. a(A) D�scription `Ii�is sp�ification shall gavern backfill of ti�enches which have been oper�ed for the � ren�val, adjustr�.nt, or installation of utility lines within the limits of hic�c.ray right-of-�.�ray or highway construction projects. �� I� � � � � I� I� Type 1 Backfill shall be used in all cases exce{�t the follaai.ng: rn�e 2 Backfill, when allawed by the pes.znit, agreement, or by the 'I�exas penar�nt of Transportation re�nesentative, may be used anly in tr��s parallel and adjaoent to ric�t-of-way lines ar�ci in areas where thexe will be no earth work constzuction or construction traffic except that this metiwd may be tised for placirr� backfill which will later be remaved by hic�way construction. 'Iype.s 3 or 4 Backfill may be required for specia�l c�onditians where the pas.sibility of settlement or erosion of backfill must be eliminated or when, after backfill is start.ed, it beaxnes appat�nt that Zype 1 Backfill is unsuitable. 'I�e 5 Backfill may be used in special locations where a1laa�i by the pe.rnut, agreement, or by the 'I�cas Depart�ient of Trans�ortatinn represeiztative. (R) `I1� 1 Backfill (Convx�ct�i Backfilll Zj�pe 1 backfill shall consist of c��acted material cbtais�eci frcan suitable soil exeavated frcxn the� trerx�i, or frcgn sa�s outside the highc�ray right-of-way. Material shall be free of rock, li.mg�.s, or clods that wil.l r�ot break da�m tu�der cc��action. Backfill material s�iiall be placed in the trecx�h in layers not to exceed 6" in depth ar►d c�xzctred. Water shall be adde3 as required to facilitate ccsipaction. Con�action shall be done with rollers or mechanical ta�s. Use of rollexs will k� 0 rnrn,itted only when such use is not believed detrimP�tal to any highGray facility �� the type roller tLsed is aoce�table to the Texas �zt of Transportation representative. When rollers are e�loyed, me�anical ta�s sha11 be us� alor� sides of trer�cii to c��act any backfill that caru�ot be reached with rollers. � Co��actir�g shall be oontinued until a backfill density er,�ual to that of the adjaaent, urxiisturbed material has be�n abtained. � Where trenches lie within the limits of drainage ditches and chaiu-�els which a.._re �� rock, the `IYpe 1 Backfill u..sed in trer�l shall be sealed with 1' of concrete backfill struck off flush with the top of rnc}c. D(C) `IYt�e 2 Backfill (Water Jetted Backfill) � � �� 'Iype 2 Bacxfill shall consist of suitable material excavated frcan the trez�ch or other aoce}�table material obtaiu�ed frcan souroes outside the highc-ray ric�t-of way• ROW Utility Sec.-tion Januazy 28, 199?. !s] � BACKI� ILL OF UT11.T'I'Y 'rRENCHES CONT' D. Backfill si�all be placed in the trench in layers not Lo exceed 2' in depth by � blading, dozing, or other approved means and then jetted with water delivered under pressure through a metal jet. After the trench is filled and jetted, additional material shall be mounded thereon and rolled with construction equipment. � �J � !� I�I u �� `."] � l� � f� u L�1 L"-'J � l�J (D) Type 3 Backfill (Stabilized Sandy Soil or Washed Sand) Stabilized backfill shall consist of either sandy soil free of lumps and clods or washed concrete sand, stabilized with two sacks of Portland Cement per cubic yard. If aggregates are not sufficiently moist to produce a mixture suitable for compaction, water shall be added as required. Either transit-mix or stationary type mixers may be used. After mixing, the stabilized material shall immediately be placed in the trencn in uniform layers not to exceed 6" in depth and compacted as specified for Type 1 , Backfill. Compaction shall be completed within two hours after mixing. (E) Type 4 Backfill (Lean Concrete) Concrete backfill shall contain ci �lv� s:�—e-r two sacks of Portland Cement per cubic yard of concrete as may be specified by the agreement or permit or by the Texas Department of Transportation representative, Concrete aggregates shall be washed. Concrete may be mixed on the project in an approved mixer or in an approved centrzl mixing plant. S1ump shall be between 3" and 6" as directed by the Highway Department representative. Concrete shall be deposited in lifts not to exceed 18" in depth. Sufficient vibration shall be done to eliminate voids but care shall be exercised that contamination by adjacent soil does not occur during vibration. All concrete sha�l be placed within one hour after mixing. (F) Type 5 Backfill (Uncompacted) Type S Backfill shall consist of materials which have been removed from the trench. The material shall be pulverized and wetted if necessary, then replaced in the trench by blading, dozing, or other suitable methods. Excess material shall be mounded on the trench and compacted by rolling with construction equipment. R_dges created by such mounding shall be left sufficiently flat so as not to interferG w_�r mowing or other maintenance operations. ROW Utility Section �anuary 28, 1992 � L�J I�I � I� �� i .� � � � � UTILITY CONSTRUCTION WORK ON $,ATURDAYS AND SUNDAYS FOR UTILITY INSTALLATIONS AU'�HORIZ�p BX UTILITY PERM�T Except in case of an emergency as mentioned later herein, no work which requires inspection by the Texas Department of Transportation will be permitted on Saturdays or Sundays. In the event the Utility Owner believes that Saturday or Sunday work is necessary due to an emergency, such as the necessity to avoid complication in operation of owner's utility plant, or to avoid delay of the Highway Contractor, such work will be permitted providing that the Utility Owner agrees to: a. obtain Texas Department of Transportation approval at least 48 hours in advance so that arrangements can be made to have a Highway Inspector present. Failure to give such advance notice will be sufficient reason to not grant approval for working. � b. Require his Contractor to have sufficient personnel and equipment on the job to efficiently prosecute the work. c. Have owner's supervisor or inspector present on the job at all times while the above types of work are in progress. � 0 � � � 0 Q D02-176 � LJ L�l � TRAFFIC SIGNALS AND TRAFFIC MANAGEMENT FIBERS D NOTlFICATION IS REQUIRED 48 HOURS PRlOR TO THE BEGINNING � OF ANY EXCAVATION WITHIN THE RIGHT-OF-WAY IN ORDER THAT THE STATE MAY VERIFY THE EXISTENCE OF ANY ELECTRICAL � WIRING AND/OR FIBER OPTIC CABLE. FOR ELECTRICAL WIRING LOCATES, CONTACT MR. JAMES WARD, TRAFFIC SIGNAL D DEPARTMENT, TELEPHONE NUMBER (817) 370-667'i.. �'{ FOR TRAFFfC MANAGEMENT FIBER E.1 LOCATES CONTRACT, MR. BILLY MANNING, TRAFFIC MANAGEMENT a DEPARTMENT, TELEPHONE NUMBER (817) 370-6745. FAILURE TO PROVIDE NOTIFICATION WILL RESULT IN THE IMMEDIATE REPAIR AT � THE GRANTEE'S EXPENSE. � � � l�J L: � � � � L;� �� lJ u � � i-. y � � �.-i � � d 'O �6 � O w x T U U ++ O ls. o ai a � � � t+ a 3 N N H a� � � Q1 1J N .-a � � E O v A H a � H a A � A � � � cQ3 z � W � � �� a O cx.7 H H Cx] xa .P� A Q. t�jj � � ��.�z � O � cn H � � � A H xa C7 �' H H x a W � � � � � a� � O � z � � W c-� 3 � � � � W 3 w � J-� � H � 6 � r�I I � Utx'litv Mar.ual CONTROLLED ACCESS HIGHWAYS STANDARD REQUIREMENTS Locntion - Ncar RCW line.. Crossir.gs approx. perpendicular. Vent - AC Least one required. Marke.rs - ReqUired. DCpCh -' 18" usual und 12" minimvm or � diam. casing under subgrade. 30" total clear depc6 ac all points where encased. 36" total clea: depth where no[ encased. (Longitudinel) Encasemen[ - Under roadways, ditches, stzuc- tures end cen[er medians. Exceptions allowed for uidc medians. Locntion - Near RCid line. Crossings approx perpendicular. Markers - Required. Depth - Ptinimum 18" undcr subgrade or 60" under pevement sur[ece. 48" minimum under cl�cches. C:xcepcions may be allowed if pro- tected by reinEorced concreCe slab. F,ncasement - Not required if welded sCeel construction of heavier wall thickness and/or higher streng[h steel, coated and atapped, cathodically protected and o[hez measures as required. Limits oF pro- [ec[ion are the same as the[ for encase- ment. EXCEPTIONS FOR EXISTING LINES Locatio� - Msy deviate from petpendicular. Urban longi[udinal lines may remain in outer separation. D_ epth - Minimum total dep[h of 24" if encased or 30" if no[ encased may be permitted. (Longitudinsl) of Encasement - Under roadways, ditches, structures and center medians. Exceptions slla+ed for vide medians. Lcx acion - Near R W Line. Crossings approx. perpendicular. Depth - 1�" usual and 12" minimum or '� diam. under subgrade, 24" total c].ear dep[h below surface. ' Encasement - Same as for encased high pressure lines or none iE cathodically protected and agrccc: to no future pavement cuts. Location - taeat RCL; line. Cro�eings approx. perpendi.cular. Depth - 18" usual and 12" mi,nimum or � dixm. under subgrade, 24" [otel clear depth beto+a surfnCe. Encnsement - L�nder roadaays Co center of ditch nnd under medians. Exception a1la+ed for wide meidnn, for pipe of 30" or greeter diam. under low volune Eronte�;e roads, and under side road entrances where justified by traffic, road condition, and local practice. Loca[ioii - Near ItQi tire. :rossings a�,prox. perpendicular. Depcti - 18" usunl ancl 12" miaimum or '-�, dittm. under subgrade. 24" r.ctrsl clear depth below SUIEBCP,. Gncasenr.nc - Chily iy% under pre�sure or dces no[ meer. crendarda. Zf en.:ased, same as uater lines. `4�terial� - Cast iron or equal a[ crossings oE high vnl.u:ne rcadvays. Others permit[ed for lo�glte�tline2 lines and crfl:;sing� of la+ vc�lumc roadvays. Location - May deviate from perpendicular. Urban longitudiiwl Iines may rea+ain in outer separation. Markers - Rcquired. Depth - ro ezceptions permitted. Encasement - Not required if welded steel con- struction of heavier wall Chickne.ss and/or higher streng[h steel, coated and wrepped, cathodically protected and other measures as required. Limits of protection are the same ss that for encasement. Location - Mey deviate from perpendicular. Urben longitudinal-lines may reenain except under center m.edians, roadways in the controlled access area, or any other roadway to be (re) constructed, provided there wi,ll be no £uture pevement cuts other than on low volume fron[age roads. Depth - Minimtnn total dep[h of 18" mny be permitted. Encasement - No exception pexmit[ed. Location - Mey deviate fran perpendicu2ar.. Urban Longitudinal lines may remain except under center medians. roadways within the controiled access area, or eny other roadway to be (re) constructed, provided [here will be no fu[ure pavemen[ cvts other than on Lw volume frontage roads. DepGh - Mini.mnn totnl depth of �18" may be permitted. Encasement - May be oai[ted for pipe of 24" or greater diam, under loca volume frontage roads. Location - P'ap deviate from perpendicular. L'rban longitudinal lines mey remain e:ccept under centPr madians and roadways in the contro2Zed access area, provided they are o[ setisfactory quality and depth, manholes are adjusCed, and future ser- vice lines vill not violate access contrcl or disturb any roadway. "tateria2s - ftequLrements for materials may be waived tf Line is of satisfactory aualiCy. Depth - Minimum total depth of 18" may be permit[ed. � P1ate 8 Sheet 56 of 61 Q � , �J � � . � .�-� Q � L N 'O �+ 0 � x T U U �-+ O Q U L1. O � a ,_, ..-� �+ H � E-� 3 H a w H y a � � � � � � 0. c 0 �- U L O Z v � lJ I� ��) J ^I E� Utility Manual CONTROLLED ACCESS HIGHWAYS z 0 H QH U z � 0 V � 6 W� O a A x C�' W O � O PG ax Z � � �4 STAidDARD REQUIREMENTS Loc�tton - i.o�gltudinal--1' to ]' fran RGW or bchind outer curb. Short exceptions permitted. CL09�iRf�9--NO poles in median. Polc 1n outcr sephr�tion only when R�l le over J00', nnd muet be JO' from main lnne and 70' frwn rnmp shoulder cdAe. Croseinge approx. perpendicu- ler. At e[ructurea, reroute errn�nd npproachee or euCEicient to provlde 150' horizontal or 30' verCLcal elearence. Verticet Cle.�rancc - 18' for coamuaication linee and 22' or greeter ae required by lav for pover Lines. 1yDc of Constructlon - Longitudinal llnea ehell be single pole cone[ruction. Locnr.inn - Neer ROW Line, croaeinge approx. perpendiculer. Longitudlnnl linen mey be pinccA hy plc„+InR or open trench. Hnrkrrn - Hr•��1red. r th - lA" �inunl nnA 12" minlmum of y �Iinm. of i•nning ❑ndrr aubxrnde. lfl" totnl clrnr depth nt nll poln[e vliere encr�acd. Encavement - �fnder toadveya, dt[chee, eCruc- tures and center medlene. Exceptlona allowed for �ide mediens. OLocatlon - Neer ROW llne. Croeeings approx. H peryendicular. � E-� Dep[h - 18" under pavement. 24" outstde peve- �� ment area, Lncluding dltches. pG H Encesement - None requlred unleee dlrected by �� Plslrict �nµtncer Enr hazarJoue Incetlone such W� an ni•ar brldRex, ecruc[uree, �tc. Nlicre encaee- A m�nl nnt lnnlnlled, utlll[y nhoulJ nµrrc lo no � � .��i �•,��A. a � Rev . 8- 7 5 � EXCEPTIONS FOR EXISTING LIPIIES Locntton - May deviete from perpendlcular. Vcrticnl Clearnncc - No exception permitted. lype of Conetruction - No exception permit[ed. Locntion - Hey deviate fro+o perpendiculer. Urban lonRltudtnol llnes mny remain in wter separn[ion. D�•nth - tlinimum totel depth of 24" if encaaed or 7�" if no[ encnned mey be perml[ted. F:ncnnemant - No exc�ption� parmitted. Locatlon - 1Sey deviate From perpendicular. Lfiere encaeemenc not installed, utility ahould agzee to no pavement cuts. Longitudinai lln4s mey remain excep[ under center medians, thro�gh-traEfic road- vays or connec[1ng roadvays'(Lncluding ahoulders). Dep[h - lfiere mecerialn nnd other condttiona �ustlfy, rxceptlona may hr permltted for reduc[ton nt h" frcxn Hlandud rnqulrcmi•nlH. Plate 8 Sheet 57 of 61 � ---, � . � � � '� r�-� (�� C� H � d ►-t '-7 Z ¢ W c� c�3 z �� i � � � O x � C.7 H (.s] x n• �A W � � [�s� ��z7 T-+ � P+ :� cn A i N � � a d H � x C� A �-+ z .� d iit{ l�tv Manu�� 1 - � �.< NON-COPi'I'ROLLED ACCESS HIGFiWAYS AND FARt�f TO rL1RKI:T' RQADS STANDARD REQUIREMENTS EXCEPTIONS FOR EXISTZNG LII�S Locecion - Neer ROI1 line. Crosainge apQrox. pe ryend lcu lar . Yent - AC leaet one reQuired, tierkera - Requlred. Dep[h - 18" ueual and 12" minimum or � diam. of casing under subgrade. 3Q" Cotal clear depth at all pointa vhere encaaed. 36" total clear depth vhere uot encneed. (Laigitudinel) Encasement - lJnder roedvays, di[chea and 6CCUCCUI'ED. [,ocattoa - Near RW Line. Crossings approx. perpendlculer. ' Merkers - RequLred. Depch - Minirmac L8" undcr aubgrade or 60" �nder peveme�t surEace. 48" minimvm under dithcee. Excepcions may be ellwed Lf proCecteQ by reinEorced concre[e slab. Encaeement - Not reauired if velded aceel conetructlon of hesvier vell chiekneea and/or hlgher etrengch sccel, coated and vrapped, cathodicalLy procecced nad ocher meeeures•as required. Limits of procec[io� are the same as ehnt for encasement. � Location - Neer RW line. Crosexnge approx. yerpendicutar. � D, epth - 18" usual and 12" minim�un or } diam. � under subgrnde. 24" totel clear dep[h belov surEace. E�casement - Same ns for high pressure Iinee �� or none LE caLhodically protected and agree �7 � to no future pavemen[ cuts. Wo; H 3 � CL' W 3 W � >-' QoG H H Z 6 cn I,ocaclon - Near ROL1 line. Ctossings approx. perpendicular. . Depch - l8" usual end 12" minL�mun or � dinm. under aubgrade. 24" tocel clear depth belw nur(ace. E�caeement - Unde.r rosJvays co center of dtech end under medlans. Exception allwed for vide medians. Exceptton ellaved fur vide medLa�s, for oi�e for JO" or greater dlem, under Lw �olume coedvays, and under side road entrancee vhece JusC1Fled by treCfic, coed conditio�, and locat prec[tce. Locecto� - Ncar R W line. Crossings appcax. perpendlcular. UePeh - L8" �sual and 12" mtnimum or � dlam. under subgrade. 2•�" Cote[ clear depch beiw eurfece. Encnsem,en[ - pnly tf under pressurt or dces no[ meet scenderds. lE encesed, cnme es vate[ 1Lnes. Necerlele - Cest tron oc eq�el nt crossings of hlgh votume coadveys. Others permlceed Eor longl[udinel LLnee and CC09�Lf16'9 of lw voLucx coeL�eyy. Locetion - Hay devlete from perpeadicular, Urban lougLCudinal liaea may remain except under toadvaye, Devth - Ninimina Cotal dcpth of 24" if enceaed or 10" if not encnsed may be permitced. F�pc¢eey� pt - ltay be omitted on la+ volume Farm to fiarkeE koada and lw volume hLghvays if pro[ected by a reLnEorced concrete slab or if 6' under pavemeat aurEnce aad 4' under ditch. Locetion � Near RW tine. Crossings approx, pe rpend icu lar. Deo�h - No ezceptione permitted. Encas� nt - Not requtred iE velded steel con- structioa of henvier vall thickness'end!or higher etrength eteel. costed end,vrepped, cechodLcally protected and other meesures es requited. Limice of protection same ae Chat for encnsement. Such Sncrensed measures not requtred on Lw vulume Farcn to Market Roads and la+ volume highvays if protected by a reLntocced concrete slab or Lf 6' unCer pave- ment�surface and 4' under ditch. Loca[ioa - Hsy deviate fran perpendiculer. Urben longitudinal Lines•may remain in place except uader acry roadvay to be (ce) constructed, provided t6ere vill be no.future paveaent cucs.othez than oa lw volume roads. DepCh�- H1nia� Eo[al deptt� oP I8" mey be pezmitced. f.ncasement -.No exception permitted. LocaCion -; •lt�y deyta[e;;.from pecpendicular. Urbe.n :loagtCudinal lines:mny.�remaia tn pince ezcepC under any'roadasy to be�(ce) constructed,:prwi6ed c�easures are taken to avoid future pave�eaC cucs on eny high volume roedvny. DeG[h - riinla�m totel depth of 18" may be permicced. Encasemenc - itay be omitted Eor pipe oE 24" or greeCer dCam. under Ia� votume roeds. Loce[ion - Hay devle[e tra�� perpenA(cular. Urbec longl[uJtnal lines of sacisFac[ory quall[y mey rematn aC any lucacion provided manholes ca❑ be sa[Lsfectorily adJusCeA and measvres ere [al:en c o avoid future pavemenc c�ts. HaCertnLs - Requitements [oc macertets �ey be valved if Linc !s of sattsfac[ory quelicy. DePt}t - H1nlmut.� Cota! d�pch of 18" me�y be pe[�L �«< P1atc 8 g�.��Y- aR r,f fi i D � a Q fl � ^ ..a a1 u v � � H O F v�+ � 9` aU U -�-� .-� �O 0. a a � � + L t � E+ H �.J H S H G1 � � N m u d � � � 0 z D v � � � � � a � 0 H dE-� U H � U z 6 � � � CL' � � O R: R.' CG � � O � � E-� a� U � a w � O Rev. 8-75 �tility Manual � NON-CONTROLLED ACCESS HIGHWAYS AAm FARM TO MARKET RQADS STAimARD REQUIREMENTS EXCEPTIONS FOR EXISTING LILIES �ntton - i.cr�Ritudlml--1' Cu :1'.-•Eca* N(xJ vc behi� outor cvrb. Ehort exc�pCioc�� pnnaiCCad. Cro��fng�--Na pol�• La a+ediea. Pol�i 1' to 7' fran RR! or behtnd outer c�rb, vith varintion pecmicted only vhece RW i• ovec �DO'. Cro��- ing� �hell be apProx. perpendlcul�r. A[ �ccvctuce, reroute arvuad approaches or �uffi- cleo[ to provide 150' horicon[al or JO' verci- cel claarence. Verticnl Cleeranee' - 18' for co�uialc�tlon line� a� 22` or greater •• reQ�irc6 by Lar for pow c line�. ilve of Con�cr�celon - G-^a6ltudin�l liu+ �h�ll be �ingle pole coa�cructioa• - Loea[ion - Ne�r RRf line. Cro��ina� spprmc. perpendicular. Longftvdin�l line� �ay M pleccd by plwing or open trench. HeCkeCe - R�Qulied, �ep�h - 18" u�ual •nd 12" mtnimum or 5 diam. o( ct�ing under •abgrade. )0" tot.t cl�ar d�p[h •t �Il polnt• vfiece •nU�ed. 16'• COUI cl��[ depth vh�ro noC •ncw�ed. F.nN��M�te - llnd�i ro�dv�y�,ditch�� •7+d •[CUCCtar��. • (,oc�tloe - Near RON LLna. Cto��ing� •pproz. pacpendicular. Depth - 18" ander p��cment. 24" ou u!dc v��e- �nt .ren, tncluding dttehe�. Cncu��menc - None ceq�tred uolos• directed by Dl�tcict Engineer for h�s�rdou� lx�cioa� �uch s� oear brldge�, •tzuetun�, �Cc. Sfiere ancu�- M ot not Ln� u ll�d, utilLcy ahould atree to 00 p�veuent cut�. - . . 0 U�cnClun - TSny dov[nCn PCa+ (+�'Cpendicula�. yocticnl f.�c.rance - No excepCiou pet�ttted. 'Iypa oC Con�tnutioo - No exception peraicc�d. LoceCLon - K�y devi�ce from p�cPendlculer. Ucben longitvdin�l line• eaY rematn ezcep� under roadva��. pepth - MLnlaa+m tot�l depth of 26" 1f •nca�eQ or SO" !f not enc�+ed w r be Perni[t�d. F.ne��emenc - iSay be omitced on lc*� volume Perm co karket uoede and i� �olu+nc hlghvaye iL p.otccCcJ by a rolnf�ccod concr�:Cc •La0 or (C 6� vndar pav�- x..�nl' �urLaco anJ 4' und�t dlcch. L�catloa - Mey devLace Erom perpendicular. ifi ere enu�emenc �at Ln� u Lled, uCLlt[y �hould egcee co ao paveme�t cuC�., Long[Cudfa�l 11ne� esaq ceoain excep[ u�der center n+edtan�, thrwgh-tr�ffie rwd�a7e or coonecting ro�dv�y� (inclu6tng ahoulder�). pepth - tfiere meceti�l� snd o[h�[ coadlCion� Jwtif�, ezcepttone aay be petmitted for a reducc[oa oE 6" from � u ndard r�qaLcementi. Fi�«. a st,�:., 5�� ,f r�t LJ i� laJ � � Form 1023 Rev. 9-93 Notice of Proposed Installation Utility Line on Non-Controlled Access Highway To the Texas Transportation Commission do District Engineer Texas Department of Transportation P.O.Box 6868 Fort Worth, Texas 76115-0868 Date April 14, 1999 � Formal notice is hereby given that the Fort Worth Water Deoartment proposes to place an 8" P.V.C. Water Pine within the right-of-way of E. Beiknaa St/ U,S. Hi¢hwav 377 in Tarrant County, Texas as follows:(give location, length, generaI design, etc.) � Lil '#7 L'J L�J � � 1) Approximately 236 L.F of 8-inch P.V.C. Waetr Line located on the north of E. Belknap Sd U.S. Highway 377 at Sylvania Ave. 2) Aproximately 54 L.F. of 8-inch Water line with 18-inch steel casing ( by the other than open cut) located at intersection of E. Belknap St. / U.S. Highway 377 and Oakhurst Scenic Dr. The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and a1I governing laws, including, but not limited to the "Federal Clean Water Act", the "Federal Endangered Species Act", and the "Federal Historic Preservation Act." Upon request by TxDOT, proof of compliance with all governing rules and regulations will be submitted to .TxDOT before commencement of construction. Our City will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project azea as indicated under "Revegetation Special Provisions." i Our City will insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation. � The location and description of the proposed line and appurtenances is more fully shown by five (5) complete sets of drawings attached to this notice. � Construction of this line will begin on or after the I`�� ;+ � �� day of ,1999. Firm: Citv of Fort Worth EnQ. Deot. / �� `"`?`�' By: Rick Trice, P.� Title: ConsultinQ Services, ManaQer Address: P.O. Box 870 Fort Worth. Texas 7610 i-0870 Phone No. (8171871-7959 � lJ � L�J �`� l l�l l�J Form •1023 (Rev. 09-93) (Previous Versions Obsolete) TO: Fort Worth Water Department c/o City of Fort Worth Engineering Dept. P. O. Box 870 Fort Worth, Texas 76101-0870 Attn: Rick Trice, P.E. APPROVAL Permit # 220-W-178-99 Hwy. No. US 377 Maintenance Section No. 13 County: Tarrant Date: May 24, 1999 Reviewed & Issued By: G. Rodriguez The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your proposed 8" WATER LINES as shown by accompanying drawings and notice dated April 14, 1999, except as noted below. ADDITIONAL REQUIREMENTS: TRAFFIC CONTROL DEVICES SHALL BE IN STRICT ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. � It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. L�7 � � � LiJ l�! � � � u � You are requested to notify this office prior to commencement of any routine of periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. � The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. GENERAL SPECIAL PROVISIONS: Special Requirements for installation of Utilities on Highway Right-of-Way Backfill of Utility Trenches, Rev. Feb., 1971 Utility Construction Work on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. Utility Policy Chart. Details for Installing Underground Utilities in Vicinity of Trees. REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting from the proposed installation, the project area will be revegetated as indicated on the attachment. The Utility Contractor shall contact the proper City Authorities prior to construction. PLEASE NOTIFY GLYNIS RODRIGUEZ AT (817) 370-6585, 48 HOURS PRIOR TO STARTING CONSTRUCTION OF THE LINE IN ORDER THAT WE MAY HAVE A REPRESENTATIVE PRESENT. Texas Dep ent of Transportation-Fort Worth Steven �,lSi nmons. P,E., �strict En�ir�er _ : DistrictA�ight of Way Utility Supervisor l�; � � � � � '�� l�] *�.1 � � '�1 u Form 1023 Rev. 9-93 Notice of Proposed Installation Utility Line on Non-Controlled Access Highway To the Texas Transportation Commission do District Engineer Texas Department of Transportation P.O.Box 6868 Fort Worth, Texas 76115-0868 Date April 14, 1999 Formal notice is hereby given that the Fort Worth Water DenaRment proposes to place an 8" P.V.C. Water Pine within the right-of-way of I.H. 820, Lambeth Lane to Ellis Road in Tarrant County, Texas as follows:(give location, length, general design, etc.) Approximately 1472 L.F. of 8-inch P.V.C. Water Line located on the east side of the I.H. 820 righ-of-way (from Lambeth Lane to Ellis Road) The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDO'I�, and a11 governing Iaws, including, but not iimited to the "Federal Clean Water Act", the "Federal Endangered Species Act", and the "Federal Historic Preservation Act." Upon request by TxDOT, proof of compliance with all governing rules and regulations wil! be submitted to TxDOT before commencement of construction. Our City will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions." Our City witl insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation. � The location and description of the proposed line and appurtenances is more fully shown by five (51 complete sets of drawings attached to this notice. }, Construction of this line will begin on or after the �,� I� C� �� day of ,1999. Fum: Citv of Fort Worth Ene. Det�t. IC C;�� -� By: Rick Trice, P.E. Title: Consultin� Services, ManaQer Address: P.O. Box 870 Fort Worth. Texas 76101-0870 Phone No. (817�-871-7959 � � Form 1082 (Rev. 09-93) (Previous Versions Obsolete) QTo: Fort Worth Water Department c/o City of Fort Worth Engineering Dept. ' P. O. Box 870 a Fort Worth, Texas 76101-0870 Attn: Rick Trice, P.E. APPROVAL Permit # 220-W-177-99 Hwy. No. I-820 Maintenance Section No. County: Tarrant Date: May 24, 1999 Reviewed & Issued By: G. 04 Rodriguez � The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your proposed 8" WATER LINE as shown by accompanying drawings and notice dated April 14, 1999, except as noted below. � ADDITIONAL REQUIREMENTS: ALL EXISTING PAVED DRIVES AND HIGHWAY STRUCTURES SHALL BE BORED. WHERE IT NECESSARY TO MAKE A ROADWAY CUT ON THE EXISTING CITY SIDE STREETS, THE PAVEMENT STRUCTURE SHALL BE REPAIRED TO AS GOOD OR BETTER CONDITION THAN BEFORE. �TRAFFIC CONTROL DEVICES SHALL BE IN STRICT ACCORDAI�ICE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. L�' L LJ � � � Your attention is directed to governing laws, especially to Article 6674w-1, Vernon's Annotated Civil Statutes of Texas, pertaining to Control of Access. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, 8 trails along or near the highway right-of-way lines, connecting only to an intersecting road; from any one or all of which entry may be made to the outer portion of the highway right-of-way for normal service and maintenance operations. The Owner's rights of access to the through-traffic roadways and ramps shall be subject to the same rules and regulations as apply to the genera] public except, however, if an emergency situation occurs and usual means of access for normal service operations and will not permit the immediate action required by the Utility Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through-traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Owner when such repairs are initiated and adequate provision is made by the Utility Owner for convenience and safety of highway traffic. It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. You are requested to notify this office prior to commencement of any routine or periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. �The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. � l�J t�l GENERAL SPECIAL PROVISIONS: Special Reyuirements for installation of Utilities on Highway Right-of-Way Backfill of Utility Trenches, Rev. Feb., 1971 Utility Construction Work on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. Utility Policy Chart. Details for Installing Underground Utilities in Vicinity of Trees. REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting from the proposed installation, the project will be revegetated as indicated on the attachment. aPLEASE NOTIFY GLYNIS RODRIGUEZ AT (817) 370-6585, FORTY-EIGHT (48) HOURS PRIOR TO STARTING �CONSTRUCTION OF THE LINE IN ORDER THAT WE MAY i�IAVE A REPRESENTATIVE PRESENT. � � Texas D arhnent of Transportation-Fort Worth Steven Simmons, P.E. D'strict Engine By erry . . District ight of Way Utiliry Supervisor � I � I � � I I I � � � 1 a a a � 0 D e 0 � O C� 0 O C� �] �7 � C� C� , U �.7 0 � �J C7 i� t� � . . m vcc' ' £XISTING CUR9 EXIST. CONC. CLASS ��A~ REINfORCEO CONCRETE � 8 GUTTE PAVEMENT r PAVEMENT REPLACEMENT a �. SAW CUT '. SAW CUT � � '' ' . + • • ,. �:�� !r� � a . .• c . ' � • � ' . � .. .,� : �. . .-� � . . . . � :. - - . , .. '- ly ``//� . � W f�r�.•. .. i////��/!�/111 a�f �,��.�� z%QaZ��ie"�a o•�� j� t2�, I 2:2T CONCRE7E � EXiS? BASE p�T� tiyALL� (tF ANV) PROPOS£0 FACILITY INSTALLATION . _ w PIPE �, : ., :... . • ..� � N0.3 BARS ON 2�1" CENTERS dOTH WAYS . �WITH MIN.2 9ARS LONGITUOtNAL 1N OITCH EXISTING �CONC. �XISTING PAVEMEN7 �CURB 8►C�UTT£R � ' ., . • ' • .•'. .• � ,• •' ' • . �' •" • _ �/////////ii��:., . •� : • . -' - 1 ..,''`1 � . • �ALI. TRENCH BACKf1LL SHALL EXISTING BAS£ • MEET REQUIR�MENTS fOR (!F ANY} ' GRA�ATION �COMPAC710N AS •• SPEC�FIEO IN ITEM 402 Of THE ' ' ' SiANOARD SPEC�fICATlONS FOR CONSTRUCTION PUBLIC WORKS ' ' OEPT.,CITY OF �ORT WO�tTH TX. OR BACKFILL AS SPECiF1ED �N SECTIONS EI-2 � E2-2 Of THE SPEClFICATtONS FOA WATER QEPT. PROJEGTS FORT WOR7H ••� we►tER OEPT., CI�Y Of FORT , WORTH�TEXAS. MOT�S� . N�.t-R£INF03tCE� CONCRETE PAV£M£NT .N0.2- 1F STE£1.• EXISTS 1N CONCRETE N0.3-REtNFORCEO CONCRETE PAVE-� SN4LL @E�REPLACED TO ORIGINAL �, ' PAVEMENT 70-BE-6�'i'�1E�fiEft SHALI. MENT WtLL 8E REPl.AGEO OVER OEPtM OR '�O A MINIMUM DEPiTH O-FR$ 8E CUT 8 SA�VAGE� AS POSSIBLE�A MIN- TRENCH�AS SHOWN.IN THQ EVENT WHICHEVER 15 GREAT£R. 1MUM LAP SPLIC� DISTANCE OF l2 NON-REINFORCEO COkCRETE ' N0.4-6EOD1N6 OF PiPE TO 1�+1ATGH SHALL BE PROVIDEO. PAV£M£N7 IS REMOVEO. ADJACENT SEC710NS OR SPECIfI- CATION 402, WHICHEVER TYPiCAL S ECT10N TRENCH REPAIR, � !S GREATER. � H0.5-2�2T CONCRETE MAY 8E DEL6TE0 if HA�.F TNE SPECIf1E0 CONCRETE PAVEMENT RE�.-6-1-76 Ttt�CKNESS QF 2s2T IS AO�EO 70 REV.-11-1-T9 THE CLASS'A"CONCRETE. CITY OF fOR7 WORTH�TEXA5 REV•'12-15•80 FILE NO.C-3226 i RANSPORTATION/PUBI IC WORKS ' REV.-g-30�82 ENGIMEERING OtV1SIaN REV.�-84 F�1G.1 i. 0 C� �. ' �- x. .� .rn i cc � --� � c � N �.�� 0 , ;-a t o . w � I � � ��r ��-� •� Q Q. Q Q �- � � M� p p T� � � � r"""'1 • � .. ... . M • ►�a .w • �� ,.. . �� • � � a � x . , � .r � � cs� . •• • ' � . ' ' t,p � • • H . . � �=+MO l��Ai OM 11�C[�f�A� NtN fNR RITM � Yl� ! �jllf L�Mf1tUNll�< 1� •ITCM �. tJ'� - �1��. 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A- A p- p 110 FOq '.;1 I" METERS ' • �Gl[ 1 A� �M WYN . �ry ,' � . . .' t :. .` �: • - ' � • �r4r`, r° . .. . . , 1. , ' ; ,.v: - `� • J) . . � a�: � a a Q � D � .� � � . � :� �' �� D � � � r, �� - A1 1 Pi pe Sh� Laid To Gra� Shown On Th� Carrrier Pipe Various Types Of Casing Pipe May Be Used, Conc., Steel Corrugated Metal A Permitted By The Plans And Specifications All Pipe Shall Be Laid To Grade .As Shown On The Plans. Various Type of Casing Pipe May Be Used, Conc., Steel, Or C�rrugated Metal As Permitted By The Plans And Specifications. TUNNELED SECTION � OPEN CUT BORED �rSECTION 1-1-78 CASING DETAILS FIGURE 21 Pressure Grout Between Casing And inding Earth �1 Line� Or Casing Pipe :qu i red. Water Lines Shall be Secured by Struts. Adequate Skids Shall Be Furnished And Installed By The Contractor As Necessary To Faci 1 i tate 1 nstal lati on Of Carrier Pipe. Pressure Grout Between Casinc And Surrounding Earth On Bored Sect i on. �as i ng Pi pe_ Water Lines Shall be Secured by Struts. Carrier Pipe Adequate Skids Shall Be Furnished And installed By The Contractor As Necessary To Facilitate Installation Of Carrier Pipe. E 1-15 Material� E 2-15 Construction � �r � w� rr � � r■� �r■w � r� rr � � r w � � rt �w ALL PIPE SHALL BE LAID TO ��'�^ '� �,HOWN ON THE PLANS �URE GROUT BETWEEN CASING �URROUNQING EARTH 18" WELDED STEEL �ASING PIPE WATER LINE SHALL BE SECURED BY CA�ING SPACERS SUCH AS MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING COMPANY OR APPROVED EQUAL DUCTIL� IRON RIER PIPE FIGURE 21 (M�DIFIED) 8" WATER �INE CASING DETAI� NOT TO SCALE � I � � � 1 � � � � � � � ' i� � �� I� �� 1 �� a ■ 1 ��:f\��,A��.:.�..t" �,�••, � . �wJ � �.�J . °�=��``'"''�:�PMS 167 (Copper) ,_ PMS 288 {Blue) ,� PMS 288 (Bfue) � `; � ;� � 8' - 0" �: ;� . , .� : . , . 3" � � 3' -1 5". %� 3" %� ' 4' -1 5" .� • • , , � . , �� , : % % � , , , ; ; .; , 2.25'� _ ; - . , ; � o� T o . _ '�H , . � �. T � ` . � ,.�. . . ?.25" 0 N �_ _ 4.5" . 0 . % . / . / / . . � . � �� 09/18/96 � , , . . , . , ;_ White , . � . • , , , ou�. �i�a�e�r . . . . . 3.75" . � .A 0 .F, . � unds n .Act�con - � � . � ,� �, 4.5" , . ; ' / 3" RadiuS � ; ��... PMS 288 (Blue) � . / � � . . - . PROJECT SIGN Figure 30 . 5 i f•%.�.w[•\ tK.. • ' . �� . . .:�I ; �'{.. .':t•Y. , . 3" . :�°� . � -. 3.75" �.. , � . , SCaI@ 1 " � 1' E2-7 Constructton � 0 City of Fo�t Worrth, Texas �1►�Ayar and C,ounc�( Canlfl�urt�cAtlan DATE REFERENCE NUMBER LOG NAME PAGE 10/26/99 **C-17719 30-98AA 1 of 2 SUBJECT APPROPRIATION ORDINA CE AND AWARD OF CONTRACT TO LONG CONSTRUCTION ANQ ENGINEERING, INC. FOR WATER LINE REPLACEMENT, CONTRACT 98AA RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $502,191.00 from the Water Sewer Operating Fund to the Water Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $502,191.00 from available funds; and 3. Authorize the City Manger to execute a contract with Long Construction and Engineering, Inc. in the amount of $444,416.00 for Water Line Replacement, Contract 98AA. DISCUSSION: On October 6,1998 (M&C C-17033), the City Council authorized the City Manager to execute an engineering agreement with Ratnala & Bahl, Inc. to prepare plans and specifications for Water Line Replacement, Contract 98AA. The Water Department has determined that the existing water lines in the following locations have deteriorated and need to be replaced: • Alley, north of Flagstone from True to Capri; • Loop 820 from Ellis to Lambeth; • East Belknap from Oakhurst Scenic to Sylvania; • Haltom Road from south of Railroad to south of Wheeler; and • West of Taft from Scott to Bomar. The street pavement improvements include permanent pavement repair for the width of trench. This project is located in COUNCIL DISTRICTS 2 and 4, Mapsco 61 B, 63U, 64Q and 80A. This, project was advertised for bid on July 8 and 15, 1999. The following bids were received on August 5, 1999: BIDDER ' AMOUNT TIME OF COMPLETION �� ' � �ona Construction and Enaineerina. Inc. $444.416.00 �`�� ."i� Whizcon Utilities, Inc. $496,162.00 � Burleson Utlities, Inc . $497,536.65 � ,: .k ;tackson Construction, Inc. $728,571.00 . . :�:�;,:� � a� a t. � • a� , �`�` r , ,..,, a •na�4 , �s�r:.i 160 Calendar Days � City �f F. ort °Worth, Texas �1✓Il�yar And C,aunc��l C�mmun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 10/26/99 **C-17719 30-98AA I 2 of 2 SUBJECT APPROPRIATION ORDINA CE AND AWARD OF CONTRACT TO LONG CONSTRUCTION AND� ENGINEERING, INC. FOR WATER LINE R�PLACEMENT, CONTRACT 98AA Long Construction and Engineering, Inc. is in compliance with the City's M/WBE ordinance by committing to 14% M/WBE participation. The City's goal on this project is 14%. In addition to the contract cost, $35,554.00 is required for project inspection and survey and $22,221..00 for contingencies. FISCAL INFORMATION/CERTIFICATION: The Financ� Director certifies that upon approval of the above recommendations, and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Water Capital Project Fund. ►frCr�7 4 Submitted for City Manager's Office by: � Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker * I FUND � (to) 1 &2) PW53 G140 I 2) PW53 2) PW53 � 6157 I (from) I1) PE45 3) PW53 6157 I I ACCOUNT I CENTER I AMOUNT I 472045 06053�175090 $502,191.00 541200 060530175090 $466,637.00 531350 y 030580175090 $ 35,554.00 538070 0609020 $502,191.00 541200 060530175090 $444,416.00 CITY SECRETARY APPROVED CITY COUNC IL OCT 2g 1999 �� '� Citp� g�ot� �s �dopted �3rdinance No, /��J