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Home My WebLink About025475 - Construction-Related - Contract - Long Construction & Engineering, Inc.� r t L � � �� U�I I T� CITY SECRETARY _ �� CON�'t�ACT NO. � DOE �ios. � 827 & 2801 ` F'ROJ�CT rJo. PS46-07046Q410280 CITY OF FORT WORTH, TEXAS SEWER PROJECT NO PS46-070460410280 1998 . ,� . • 0 SPECiFICATIONS AND CONTRACT DOCUMENTS FOR 0 �.1 �� sEc��RY ✓ ��.E. Ftt� MAI �! M-390 F .�.y;.,,,��c�� 1D�Nt3 CO. DRAINAGE Al�EA SANIiARY SEl/VER�SY REH�BILITATION A(VD I 'F��',,"'�r~ �� MPROV�'N1�1� (Group 6, Cantract 1), Par_t�_�:'y� ��EM � B03 TERRELL City D�1anager �� L� KENNETH BARR Mayor A. DouG�s Rp,u�ti4AKER, P.E. DIRECTOR OF DEPARTMENT OF ENGINEERI�:G LEE C. BRACLEY, JR., P.E. Director Water Department Hugo A. P�lalansa , P.E. Directorfor Transportation and Public Works Department � � � *1 � Baird, H�rrip�o*� & ��•awn, Inc. 309 W. 7th Street, S:e 500, Fort Wor�h, TX 76102 Tei (817) 338-1277, Fax (81?) 338-9245 ��\i\j� � � �A�� OF T�.qs*�td .� �,; • i * ' .. ``� ''��@0 � K .�TANT�V't BA�I�fiAS � -o �. i ��9�� G67022� \��Qi � i;�V . . � '' Cy� �� -3�-�� tl�� c��JU� V , �a�V ��GQf�� U Uo UUl/�`'��.�iB �LSl'�c ,' �e %�- S City of FoYt Worth, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE �2�7�99 �`�`C-17765 3000N 1 of 2 SUBJECT AWARD OF CONTRACT TO LONG CONSTRUCTION & ENGINEERING, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 7, UNIT 1B � RECOMMENDATION: � It is recommended that the City Council authorize the City Manager to execute a contract with Long Construction & Engineering, Inc. in •the amount of $212,640.00 for Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1) Part 7, Unit 1 B. L��i��[�]�F On February 7, 1999 (M&C C-16611), the City Council authorized the City Manager to execute an engineering agreement with Baird, Hampton & Brown, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in the sanitary sewer Main 390 drainage area. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project consists of the replacement of the following sewer laterals: L-3455 L-3457 L-6473 "A" Beginning from a point located 100 feet south of the Lancaster Avenue/Conner Avenue intersection eastward 550 feet. Beginning from a point located 100 feet south of the Lancaster Avenue/Conner Avenue intersection westward 550 feet. From the Purington Avenue/Harwood Street intersection westward 260 feet. The proposed improvements consist of the replacement of approximate 1,300 linear feet of 8-inch setiver p�pe. The projzct is located in COUNCIL DISTRiCT 8, Maps�o 78F. The project was advertised for bid August 26 and September 2, 1999. On September 30, 1999, the following bids were received: BIDDER Lona Construction & Enqineerinp. Inc Kebo Services, Inc. Circle "C" Construction, Inc. Mid-State Utilities, Inc. Whizcon Utilities, Inc. Texas-Sterling Construction, Inc. Conatser Construction, Inc. AMOUNT $212,640.00 222,258.75 227,575.00 249,352.00 261,397.00 261,803.00 295,398.00 TIME OF COMPLET[ON 70 Calendar Days ._ ' � r. 4 � City of FoYt Worth, Texas DATE 12/7/99 SUBJECT Mayor and Council. Communication � REFERENCE NUMBER LOG NAME PAGE - **C-17765 3000N 2 of 2 AWARD OF CONTRACT TO LONG CONSTRUCTION & ENGINEERING, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 7, UNIT 1B In addition to the contract cost, $15,000.00 is required for inspection and survey and $11,000.00 is provided for project contingencies. Long Construction & Engineering, Inc. is in compliance with the City's M/WBE Ordinance by committing to 20% M/WBE participation. The City's goal on this project is 20%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the State Revolving Fund-Sewer. MG:j Submitted for City Manager's Office by: Mike Groomer Originating Department Head: I FUND I ACCOUNT I � (to) � 6140 CENTER ( AMOUNT CITY SECRETARY A. Douglas Rademaker 6157 �(from) , APPROVED 12/7/99 • ' � DATE 12R/99 SUBJECT � w, - City of Fort Wo�th, Texas Mayor and Council, C�ommuni ca�ti on REFERENCE NUMBER LOG NAME PAGE '�*C-17765 I 3000N 3 of 2 AWARD OF CONTRACT TO LONG CONSTRUCTION & ENGINEERING, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 7, UNIT 1B . I PE42 541200 070420417570 $212,640.00 � I Additional Information Contact: I � � A. Douglas Rademaker 6157 I l�l CITY OF FORT WORTH � � � � �Ili � LJ �i �I �I L�� C'� CI DEPART'MENT OF ENGINEEIZING ADDENDUM NO. 1 TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS ( Group 6, Contract 1) - PART 7 Units 1 A& 1 B SEWER PROJECT NO. PS46-070460410280 D.O.E. NO. 1827 & 2801 Original Bid Receipt Date — Sepfember 23,1A99 Revised Bid Receipt Date — September 30, 1999 Date Addendum Issued September 23, I999 Prospective bidders are hereby advised of the following: . 1. The bid receipt date has been changed from September 23, 1999 to September 30, 1999. 2. On the first page of the M/WBE specifications in front of Unit lA proposal section, bidders shall replace "Unit 1B" with "Unit lA" and replace 25% with 21%. 3. On the first page of the M/WBE specifications in front of Unit 1B proposal section, bidders shall replace "Unit lA" with "Unit 1B" and replace 24% with 20%. No other parts of the plans or contract documents are hereby changed. Please acknowledge receipt of the addendum by placing a signed copy of same into your proposal at the time of bidding. Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. RECEIPT ACKNOWLEDGED: � By I� � LJ Department of Engineering Rick Trice, P.E. IVlanager, Consultant Services f�� By: Ol� �h � � G - r �}, � IGI�I� (riC� Addendum No. 1 � � L■ I■I � u L�J � LJ � l�J n I�I u ��r-ly-yy ;,��U l:l'; rt��i F. �:. llEYT. EIdGIi�dEEklidG Fk�, tdu. 81`l 8�1 `,'854 September 29,1999 CFTY OF �Fpkt"I' WORTH DEi'A�TM�NT OF ENGIiJ�RING ADDENAUM NO. 2 TO THE SpECITICA,TIONS AND CONTRACT I�OCUMENTS k'Ok�. �A,IN 390 DRAINAGE AREA SANTTARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 7 Units l A& 1 B SEWER PRO]ECT Np. PS46-0704b0410280 D.O.�. NO. 1827 & 280� Bid Receipc Date — September 30,1999 1. Bidders are hereby notified of the fol�owirzg: On the Comprehensive Notice To Bidders and item No. 11 o�'the Special Instructions to Bidders (Water Depazunent) prospective biddars shall revise the �irst sentence of the pazagraph pertain.ing to M/WBE requirements to read as follows: " In accordance with t$e City of Fort Worth Ordinance, No. 1347i, as aznended by Ordinance No. 13781 the City of Fo�t Worth has goals..........,, No other pazts of the pians or contract documents are hereby changed. REC�IPT A,CKNpWI.T1aGEIJ: By: �� a � � � � � Departmez�t o� Engineer�n�g Rick Trice, p.�. � Man,age�, Co�sultant Services ay:� � v !�v /�� k � �� << Addendum No. 2 0 F. 1 <� f �I ._, -, � �, SPECIFICATIONS ANR CONTRACT DOCUMENTS FOR MAl N M-390 DRAINAGE AREA SANlTARY SEWER SYSTEM REHABILITATION AND lMPROVEMENTS (Group 6, Contract � ), Part 7 UNIiS 1A & 1 B DOE Nos. 1827 & 2801 PROJECT No. PS46-070460410280 CITY OF FORT WORTH, TEXAS SEWER PROJECT NO PS46-070460410280 1998 � BOB TERl�EtL City Manager � 0 � . _; � KENNETH BARR Mayor A. DOUGLAS RADEMAKER, P.E. DIRECTOR OF DEPARTMENT OF ENGINEERING LEE C. BRADLEY, JR., P.E. Director Water Department Hugo A. Malansa , P.E. Director for Transportation and Public Works Department Baird, Hampton & Brown, Inc. 309 W. 7th St�eet, Ste 500, Fort Worth, TX 761Q2 Tei (817) 338-1277, Fax (817) 338-9245 *.,� �,. .v*�,� !�*. � :�r) KONSTANiIN� BAKiNTAS ��9�;..,��,��, \��,�,�: h_'�`�_• . .. _.n. � �-�.� �� ' � g �� +f � � � .� � � � � � � �.1 � � � � ! I� C{TY MANAGER BOB TERRELL ADVERTISING DATES: AuQust . 26 1999 September . 2 1999 CITY SECRETARY GLORIA PE0.RSON DEPARTMENT OF ENGINEERING D011GLAS A. RADEMAKER, P.E., DIRECTOR By: (o� � S� � � � �./ Rick Trice, P.E., Manager, Consulting Services CNTB-3 � � .b� ,f'{,� � � � � jS ;�;� � � � r ;`��, ',� � � : (� TABLE OF CONTENTS GENERA� CONTRACT DOCUMENTS AND SPECIFICATIONS FOR SANITARY SEWER L1NE REHABILITATION MAIN M-390 ( Group 6, Contract 1), Part 7 PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS SPECIAL 1NSTRUCT{ONS TO BIDDERS PART B UNIT 1A MINORITY AND WOMEN BUSINESS . ENTERPRfS�S SPECiFiCA7{ONS � PROPOSAL UNIT 1 B MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL SUMMARY OF BIDS PART C GEfVERAL CONDiTIOtVS PART � SPECIAL CONDITIONS � PART DA � ADDITIONAL SPECIAL CONDITIONS PART E SPECIF1CATiONS PART F CERTIFICATE OF IN5URANCE CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWS VEIVDOR COMPtIANCE TO STATE LAW EXPERIENCE RECORD EQUIPMENT SCHEDULE PERFORMANCE BOND PAYMENT BOND MAINTENANCE SOND PART G CONTRACT � t!' � APPENDICES � APPENDfX A - DETAILS APPENDIX B - EASEMENT APPENDIX C- STATE REVOLVING FUND (SRF) REQUIREMENT � APPENDIX D- GEOTECHNICAL REPORT (NOT USED) � � � '� : �� , � � �r � � rQ � [!�J � _� _� � ;,f� ' � r ' ''� LI L�' SPECIAL lNSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) PREQUALIFiGATION REQE�iF�EMENT: Ail contractors submitting bids are required to be prequafified by the Fort Worth Department prior to submi�ing bids. This prequalification process wiil estab{ish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidde�'s responsibility to submit the following documentation: A current financiai statement, an acceptable experience record, and acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening bids. a. The financial statement required shafl have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issusd by an appropriate State licensing agency and shall have been so prepared as to reflect the financiat status of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b. c. d. e. f. For an experience record to be conside�ed to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. The Director of the Water Department shali be the sole judge as to the acceptability for financial quafification to bid on any Fo�t Worth Water Department project. Bids received in excess of the bid sF�all be considered non-responsive and wil( be rejected as such. The City, in it's sole discretion, may reject any bid for failure #o demonstrate experience and/or expertise. 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 (financial or experience) are not deemed to be appropriate to the nature and/or magnitude ofi the project on which bids are to be rece9ved. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SUMMARY� A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five (5%) of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successfuf bidder fails to execute the Contract Documents within ten (10) days after the contract has besn awacded. To be an acceptable surety on the bond; 1) the name of the surety shall be included in the current U.S. Treasury, or 2) the surety must have capital and surplus equal to ten (10) times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus. 3. 4. 5. BONDS: A pertormance bond, a payment bond and a maintenance bond each for one hundred (100%) percent of the contract price will be cequired, Reference C 3-3-7. WAGES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas and as set forth in the contract documents, must be paid on this project. AMBlGU1TY: 4n the case of ambiguity or 4acfc of clearness in stating prices in the Proposal, the City I� �' � f��1 reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NON ESIDENT BiDDERS: Pursuant to Articie 601 g, Texas Revised Civil Statutes, the City of Fort Worth wilf not award this contract to a nonresident bidder uniess the nonresidenYs bid is fower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident to obtain a comparable contract in the State in which the nonresident's principal place of business is located. "Nonresident bidde�' means whose principal place of business is not in the State of Texas, but exctudes a contractor whose ultimate parent company or majority owner has its principal ptace of business in the State of Texas. This provision does not apply if this contract involves Federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so wi11 automatically disqualify fhat bidder. � f, �� L�J 8. PAYMENT: If the contract amount is $25,000.00 or less, fhe contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. 9. A�E� In accordance with the poficy ("Polic�') of the Executive Branch of the Federaf Government, contractor covenants that neither it, nor any of its officers, members, agents, employees, program participants or subcontractors while engaged in performing this contract, shall, in connection with the � employment, advancement or discharge of employees 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, prog�am participants or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. . Contractor wa�rants that it wi{I fu{ly comp{y with the policy and wi{I defend, indemnify and hold the City (`""� harmless against any claims or allegations asserted by third parties or subcontractors and/or it U subcontractors' alleged failure to comply with fhe above referenced Policy concerning age discrimination in the performance of this agreement. � . �� L�i � 10. D1SAB1tITY: ln accordance with the prevision of the Americans With Disabilities Act of 1990 ("ADA"}, Contractor warrants that it and any and all of its subcontractors wi{I not unlswfu{ly discriminate on the basis of disability in the provision of seniices to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with employees of Contractor 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 wiil defend, indemnify and hold the City harmless against any claims or alfegations asserted by third parties or subcontractors against the City arising out of contractor's and/or it subcontractors' alleged failure to comply with the above referenced Policy conceming age discrimination in the perfo�mance of this agreement. 11. *"1hORITY AhD �"!Oh"Eh Bl1SINESS ENTERPRISES• In accordance with the City of Fort Worth Ordinance No. 11923 the City of Fort Worth has goals for the participation of minority business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City i'.� � � � �� J � : �J � � � r � �� Secretary. The bidder shall submit the MBFJWBE UTILIZATiON FORM, PRIME CONTRACTOR WAIVER FROM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later that 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 shali be evidence that the documentation was received by the City. Failure to compiy shall render the bid nonresponsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contract 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 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 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 not less than three (3) years. �� MAIN M-390 DRAINAGE AREA SANITARY SEWER SYSTEM REEi�1BILITATION AND IMPROVEMEN'I'S ( GROUP 6, O�NTRACI' 1), PART 7, UNIT '1 g ATTACH M E NT 1 A Page 1 of 2 c�ty of Fort wo�tn Minority and l:�omen Business Enterprise Specif��i0�s MBENVBE UTILIZATION ��`��'��Ci C r �'r` ��,w , ��-. :,�_:.--;�,;, �a,r��,�= ; ,i. PRIME COMPANY NAME '" •-390 DRAINAGE SANTTARY SF.WFR SYSTFT�f RFHAR _ F OJECT NAME I� TMPRnVIl`�ITS (�',�L, Cont, 1 1 Pa]�_ 7. Unit 1 B LCIi'Y'S M/�VBE PROJECT COAL: -� ,� j; ± - ' � 9 ,��;�-;; ? A�l 11 17 <� > BID �DATE PS46-07(14F�410��if1 PROJECT NUMBER I �(/�VBE PERCENTAGE ACHIEVED: < <; ��;_ P_ilure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid t'ing considered non-responsive to bid specifications. � The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this : hedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional andlor knowing ;�, srepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered ; non-responsive to specifications. Company Name, Contact Name, Address, and Telephone No. � ./�� ' 12✓cic,ivr: l � 1 S F� 1 I�%� �� 1-3w� �A ( i�-l�r�Tr?tn��. 7�c yGoYG , !`'1,z �vla�ak R��,��, ��?-5��- 3G33 � �,��n> 12�.��3� � % .,��i,ti� � D r AGc,s o.✓ / .��% r . /'��n �7 iilUlL�� , / A %G � �� (� I/ "//1.. �lZh � �!%r'i l�li �l7- SSl-GS3� . � �I - (�a.P�ui,.r � Snul �'�,�T. �;/l Co�lc j'� � �i�nlo�'Ni�� ?"K 7G�G7 �I /�%/L. L�c'o•�/' W /G Li�t.+ I � k�7-61%�' sli0`7 Certified U ~ � � 0 � F � Z � � Y ✓ J Specify �ll Contracting Scope of Work (*) �-It��_ �tir; �'; �— E l"3�, _f r, .'r( ✓c .� �-tM'4 � j -/' �/.,.�� Specify �Il Items to be Supplied(*) ;�' i U L � Q � �/i �' Dollar Amount f}�,c ac'<./1 �l ; i2�� /�E: G�7 g'r: l+ 7-� Si�N� U� 2 � sa- � ��, =��i _, _ � Z✓G� � � htlWBEs must be located in the 9(nine) county marketplace o� currently doing business in the marketplace at the time of bid. j Specify all areas in which MWBE's are to be utilized and/or items to be supplied: `��') A complete listing of items to be supplied is required in order to receive credit toward the MlWBE goal. �") Identify each Tier level. Tier: hteans the level of subcontracting betow the prime contractor/consultant, i.e., a direct payment from the prime contractor to a subcontractor is consldered 1" tier, a payment by a subcontractor to � its supplier is considered 2"d tier. L r� THIS FORh1 MUST BE RECEIVED BY THE MANAGING DEPARTNIENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF TFiE BID OPENING DATE Rev. 6/2/9 Pages 1 and 2 of Attachment 1A must be received by the Managing Department MAIN M-390 DRAINAGE AREA SANITARY SEWER SYSTII�I REHABILITATION AND IMPROVF�IIIVTS ( GROUP 6, CONTRACT 1), PART 7, LJ1�]IT '1 B ATTAC H M E NT 1 A Page 2 of 2 ty cit�y of Fort worth Minority and Women Business Enterprise Specifications �' MBEIWBE UTILIZATION Company Name, Contact Name, � Certified Specify �ll Contracting � Specify 1�11 Items to be �� Address, and Telephone No. Q F� Scope of Work (*) Supplied(*) ,�_ V O � cvi �. ~ � � �n 1— U Z ~ S � -i! i�� r Doliar Amount The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding :tual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. .�e bidder alsv agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or nployee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the �ntract or debarment 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. Any failure to comply with this ordinance and creates a material hreach of contract may result in a cletermination of an irresponsible offeror and barred from participating in City rvork �r a period of time not less than one (1) year. -` '/ ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD , /%/ i / C'L/�/7 ( i' �/ i �J�� __uthoriz ' nature Printed Signature � �� /�l / ke / G �.�✓"eE � ( o l�/jT/C �c t'r o ✓ /"/AN.1CaL"ic ��itle ' Contact Name and Title (if different) �r�N< C ��,��; -rr,.; � �i✓,� ^� L,�,,. �,� . �ompany Name � /,J� J �f l/ ' i..' � . � ;7 x �� ' 1.7 G./ Address �:f �,: �,s;—'��.�> , � 'itylStatelZip Code -,�;;�� i r� � _ � % j — -'/�i �� —'/%`l�i Telephone Number (s) �i'—�1: <— �� Fax Number �L — Date ' /r THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BiD OPENING, EXCLUSIVE OF THE BID OPENING DATE R��. siz�s� Pages 1 and 2 of Attachment 1A must be received by the Managing Department i� 0 � � � I��I L�J � f�J PART B - PROPOSAL TO: Robert Terrell City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of ail materials, except materials specified to be furnished by the City, equipment and labor for the rehabilitation of sanitary sewer laterals and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: M-390, DRAINAGE AREA SANI7ARY SEWER SYSTEM REHABILITATION AND lMPROVEMENTS (Group 6, Contract 1), Part 7 UN1T 1B L-3455, L-3457 & L-6473"A" Pursuant to the foregoing "Notice to Bidders", the undersigned Bidder, having thoroughly examined the Contract Documents, inc{uding plans, spec9al 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 fumished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection ad approval of the Director of the Engineering Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this Propasal 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: a ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY UNIT BID PRICES WRITTEN IN PRICE AMOUNT WORDS , B�� D a � � � � L.! a (Fumish and install, 'sncluding all appurtenant work, complete in place, the following itemsl: 1 1034 LF Pre-Construction Cleaning & N Inspection Per LF: � /v� Dollars 2 and '�� Cents $ $ � $ s� 7� � 2 EA Remave Existing Sewec Manhole Per Each: p�y� �ovs.�� Dollars and �0 Cents $ /�� $ �°U � 3 1 EA Plug & Abandon Ex. Sewer line Per EA: �,✓�� ays�� Dollars �� ,✓v B2-1 /o� � /o�� °� Cents $__` � _ _ _ __ � � � a � LJ U � Q � � � � � � a U � � ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY UNIT BID PRICES WRITTEN IN PRICE AMOUNT WORDS BID 4 1055 LF "8" PVC Sanitary Sewer (all , - Depths) Per LF: 1'� r"�� Dollars and '�� Cents $Sa� $ Sz�-s� 5 45 LF 8" DIP Sanitary Sewer Pipe (all depths) Per LF: I''/�'��' E�s•+r poilars and �J Cents $ �� $ 2�iu � 6 195 LF 8" Ductile Iron Pipe (By other than open cut) Per LF: 0,�� /�r�oazm S�va.�r�✓�F�t Dollars and '�`� Cents $ / 7� — $ 3NlL�"'� 7 5 EA 4' Diameter Sewer Manhole Each: ' %i�7de� ��an�o �i�ry Dollars and .�� Cents $l3so� $ G�ro=' 8 1 EA 4' Diameter Sewer Drop Manhole Each: . � 10 18 7 VF VF � �v✓sa,v� - Dollars and ''�° Cents $ �� zoav =` Additional Depth for 4' Diameter Sewer Manhole Per VF: Q"d N�'��dn T��y �� Dollars and N� Cents $/ Zf �$ z. z, r� � Additional Depth for 4' Diameter Drop Sewer Manhole Per VF: �� 4��9 — �i/rr pollars and �D Cents $ z s° � $ /��o�� *Contractor Musf Comalete Cifv AAproved Producf Form on Paqe 62-6. B2-2 � � � � � � a LJ a � � � � � � � � � � ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY UNIT BID PRICES WRITTEN IN PRICE AMOUNT WORDS BID 11 6 EA Watertight Insert Each: . SCv�vz`1-1�� Doliars and f'� Cents $ �� $ �'s°� 12 6 EA Concrete Coilar Each: ��c� �JN�� t%Ty Dollars and N� Cents $ 3Sd� $ z/ov = 13 6 EA Vacuum Test Manhole Each: � N✓r�� Dollars and Cents $ a�'' $ /2� v % 14 16 EA Svc Tap for 4" Sanitary Sewer Each: ' %ff,tde �i�,��atn r�•'r�•�v� Dollars and �O Cents $ 3 zS - $ -�2c'v�` 15 79 SY Concrete Sidewalk Replacement Per SY: • �.�-t� Dollars . � and /�� Cents $�10� $ 3/Go-' . 16 33 LF Curb & Gutter Replacement Per LF: /� T�, ��e Doilars �.�- and �� Cents $ 3 s� $// SS � 17 209 LF Solid Sodding Per LF: W��v� Dollars and r� Cents $� � ZS�� 18 4 EA STD Sanitary Sewer Ciean Out W/Box Each: �a�e i��Nonr� 1ir-�y Dollars and '`�°_ ---a Cents $ 3 Sa ``"' $. /�'vd `� ; B2-3 � a D � � � � � � � � � � � � LJ � � � ITEM APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY UNIT BID PRICES WRITTEN IN PRICE AMOUNT WORDS : BID 19 350 LF *4" Sanitary Sewer Svc Line Per , - LF: ��ti�! Dollars v and �� Cents $� n' $ /�pO�U� 20 1100 LF Trench Safety >5' Per LF: 21 22 23 1 191 211 0 LF �N� Dollars and �`� Cents $ �' $ �� Exploratory Excavation (D-Hole) Each: ��,,,�y� � ;�� (-��ro,��r� Dollars and� "i° Cents $ZS�� $ z��`'` Conc. Pvmt Repair ( Fig. 1) Per LF: �� f rvc Doliars and '°�� Cents $ 5-� � $ /o SoS =u LF Asphalt Pvmt Repair ( Fig.4 ) Per LF: . �ti�''y� S�'�� Dollars and rO Cents $ y�� $ `?`��J 24 53 SY 6" Concrete Driveway Replacement Per SY: �t=>� Dollars � � and %fl Cents $S�"� $ ZG Sv � 25 570 SY Asphalt Driveway Replacement (includes 6" Stablized Subgrade) Per SY: �c��y� J��c Dollars and �� Cents $ y5� $ ZSGsa � *Confracfor Musf Complefe Citv Appraved Product Form on Paqe B2-6. B2-4 ' � � � , ' � � � � r ' r � � r M r � ITEM APPROXIMATE NO. QUANTIIY 26 100 27 � 29 180 70 1295 DESCRIPTION OF ITEMS WITH UNIT TOTAL UNIT BID PRICES WRITTEN IN PRICE AMOUNT WORDS B�� SY Top Soil Per SY: • �� Dollars and �� Cents $!o� �, /�oo � LF Asphalt Pvmt. Repair in Parking Areas ( Fig 4) Per LF: `��>y� ri�� Dollars and `'�'� Cents $ S� � qyO� LF Conc. Pvmt. Repair in Parking Areas ( Fig 1) Per LF: s2�rr'�� vt Dollars and "�O Cents $�s� $ SLS� LF Post-Construction TV Inspection Per LF: � Dollars � � and �� Cents $ ?' $ ZS90 � UN/T 9B TOTALS $ Z/ Z, �`/0 '" NOTE: FORWARD TOTAL TO 61D SUMMARY PAGE B- Summary B2-5 � L■1 L■J � i� � L�J � � �' U � �!J L�J L<J C� CITY APPROVED PRODUCT FOR* *Contractor Shali Select Type of Pipe to be Used Standard Spec No. E1-31 ✓ E1-25 E1-27 E1-28 E100-2 Size 4" through 30" 4" through 15" 4" through 15" 18" through 27" 18" through 48" Consult with "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non-responsive. Only products listed above will be allowed for use in this project. Any substitutions shall result in rejection of bid as non-responsive. Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other Bonds as required by the Contract. The attached bid security in the amount of is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all of 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 7� calender 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 � Nonresident 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. � nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. D BZ_s u � � LJ � � l■ 1 � � u LiJ � � L!' l�l � � � C�7' 8. The principal piace 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`-' � (SEAL) If Bidder is Corporation � Addendum No. 2 Addendum No. 3 Respectfully submitted, f��l� Co,�rs �/[�Gtio,� � G�lc. , l N� �� By: �/�--� ��s 9%i � � �ir�s.oc��- r Title �-� �30� l�frz, /'�arsr�� `�_ �X �CGG3 Address � 82-7 f I � � � � a � � � � � � � ' � � ' � UNIT 1A UNIT 1B DOE No. 1827 DOE No.2801 BID SUMMARY M-55, L-1033 & L-1023 L-3455, L-3457 & L-6473"A" Total Bid 0 B-SUMMARY $ 35"3, J�� - $ Zf�i,GGj� c� � r� l. PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, l, 1987 TABLE OF CONTENTS � �� LJ C1-1 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-l.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 C1-1.31 C1-1.32 DEFINITIONS Def inition 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 Holiday' 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 Submitting of Proposal C2-2.5 Rejection of Proposals C2-2.6 �id Security 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 Cl-1 Cl-1 C1-1 C1-1 i 1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 (1> (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (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 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) (1) l_' C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Proposals C2-2,10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disgualification 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 Execution 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 C5-5.1 Authority of Engineer C5-5.2 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 CS-5.9 - Inspection CS-5.10 Removal of Defective and Unauthorized C5-5.11 Substitute Materials or Equipment C5-5.12 Samples and Tests of Materials C5-5.13 Storage of Materials CS-5.14 Existing Structures and Utilities CS-5.15 �nterruption of Service C5-5,16 Mutual Responsibility of Contractors CS-5.17 Cleanup C5-5.18 Final Inspection (2) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) 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) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (4) C5-5 � C5-5 CS-5 CS-5 CS-5 CS-5 C5-5 CS-5 C5-5 Work C5-5 C5-5 C5-5 CS-5 C5-5 CS-5 CS-5 CS-5 C5-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) �' �^ ��J � � � �� , �I i � �1 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 t • 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 C5-6.20 C6-6.21 �� C� C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 c�-�.s C7-7.7 C7-7.8 C7-7.9 C7-7.10 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 Right-of-Way Railway Crossings 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 Persona3 Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations . Character of Worknian and Equipment Work Schedule � Time of Commencement and Completion Extension of time 9� �nm�7P�ion Delays Time of Completion � Suspension bl 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 Unit Prices C6-6 C6-6 C6-6 C6-6 C6-6 (1) (1) (1) (2) (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-5 (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 (11) tll) (11) (12) (12) (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) c2� (3) �a� (4) (4) (5) (6) (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 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (S) (4) i PART C - GENERAL CONDITIONS C1-1 DEFINITIONS r� Q SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of th em are used, the intent and meaning shall be understood and interpreted as follows: C1-1,2 CONTRACT DOCUMENTS: The Contract Docurnents 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 (Sample) � 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 El-White E2-Golden Rod �2A-White . Blue White Whi'te b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) Same as � above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS �, PART E - SPECIFICATIONS � PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) � . � C1-1 (1) r i � I � C1�1.3 NOTICE TO BIDDERS: Al1 of the legal publications either actually published in public advertising.mediums or f urnished direct to interested parties pertaining 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 �o have clone, 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 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting �a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. 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 COND�ITIONS: Special conditions � are the specific requirements which are necessary for the particular projec t covered by the Contract Documents and not specifically � covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor � and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or � part of the Contract Documents which sets f orth 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. �i C1-1.9 BOND: The bond or bonds are the written guarantee or � security furnished by the Contractor for the prompt and � i C1-1 ( 2 ) � �I � � L�� x 4 faithful performance of the contract and in�,lude the following: a. Performance b• Payment Bond �. Maintenance d- Proposal or to Bidders, Bond (see paragraph 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 showing 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 clarif y 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 �A corporation, authorized and chartered under the Tex Statutes, actiag by and throu h its as State g governing body or its City � Manger, each of which is required by charter to perform specific duties. Responsibility for final enf orcement 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 officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. . L, C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. ( Cl-1 (3) l� �� 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 the City 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 f or the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes 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. _ C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the�control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (?) 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 observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: ` I �� , �' �I cl-1 r8► � i � �. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. King, Jr. Birthday Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in�January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November December 25 �t When one of the above named holidays or a special holiday is ; declared by the City Council, falls on Saturday, the holida 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 da y operations will consider the calendar holiday as the holiday. �"" C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contr�act Documents, the intent and meaning shall be as follows: fT �. �' L.J �� AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day Officials ASCE - American Society of Civil CFS - Cubic Foot per Engineers Second LAW - In Accordance With ASTM - American Soc�iety of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Water Works $ - Percentum Association R - Radius ASA - American Standards Association I.D. - Inside Diameter �I - Hydraulic Institute p.D. - Outside Asph. - Asphalt Diameter Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center Line Ft. - Foot �I - Galvanized Iron Lin. - Linear or Lineal St• - Street lb. - CY - Cubic Yard Pound Yd. - Yard MH - Manhole SY - Square Yard Max. - Maximum L.F. - Linear Foot . D.I. - Ductile Iron Cl-1 (S) C1-1.27 CHANGE ORDER: A"Change 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 original 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. � 3. 4. 5. Any type of asphaltic concrete with or without separate base material. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. Brick, with or without separate base material. Concrete, with or without separate base material. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALZEYS: An unpaved street, alley, 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: The roadway is defined as the area between parallel lines two (2') feet back of the curb lines or four (4') f eet back of the average edge of pavement where no curb exists. C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been addea one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. �, .�; � , � �� E � � C1-1 (6) �I SECTION C .- GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL r� 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 �� whi�h bid'prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space f or furnishing the amount of bid security, and state the basis for entering into a formal �' contract. The Owner will furnish forms for the Bidder's � "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior �„ to the hour for openinq of bids. �� The financial statement required shall have been prepared by y 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) years prior to the date on which are to be received. The Director of the Water department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water �� Department project. t The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. �, C2-2.2 INTERPRETATiON OF QUANTITIES: The quantities of work and materials to be furnished as_may be listed in the proposal � C2-2(1) L_ �: forms or other parts of the Contract Documents will be considered as approximate only and will be used for the ourpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work perf ormed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be f urnished may be increased or. decreased as hereinafter provided, without in any way in�alidating 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 with the Owner shall constitute all�of the information which the Owner will furnish. All additional intormation 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. � � �� a� Bidders are required; prior to the filing of proposal, to read and become familiar with the Contract Documents, to vis�t 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 the � conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances � affecting the cost of doing the work or the time required f or �,' its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or � any representative of the Owner other than that contained in � the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, � investigation, research, tests, explorations, and other data which are necessary for full and complete information upon � which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the �� bidder has made the investigations, examinations and tests herein required. Claims for additional compensation 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 � C2-2 ( 2 ) ��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 furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, � written in ink in both words and numerals, for which he proposes �to do the work contemplated or furnishe the materials F re quired. 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. �v If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be �- giv en, and the proposal must be signed by a member of the �.T 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 :nust be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. , P o wer of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and re submitted with the proposal. ` C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of wards or figures,�additions not �r 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 af ter the official time designated for receipt of � proposal shall be returned to the Bidder unopened. C 2- 2.6 BID�SECURITY: No proposal will be considered unless it is accompanied by a"Proposal Security" of the character and � a in the n 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 wi t hin the required time execute a formal contract and furnish the required performance and other bonds. The bid security of �, the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after �, the canvass of bids. r� / t_ _ C2-2(3) � �:J C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper gid 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 f act that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal.shall be in a sealed envelope plainly marked with the 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 f or opening proposals. A request for non-consideration of a pr000sal 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 unonened. C2-2.9 TELEGRAPIiIC MODIFICATION OF PROPOSALS: Any bidder may modify his proDosal 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 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. C2-2,10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properiy filed and for which no."Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present f or the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they sriow 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 'C� i i� � �� ' � � ` Owner reserves the right to waive any and all irregularities l_` 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. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be , disqualified and their proposals not considered f or any of, but not limited to, the following reason: � . � 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, experi�nce record, equipment schedule, f`a 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: 1. 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 t Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. t' io C2-2(S) i � PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: t. 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. � 1 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 for � the best interest of the Owner. � C3-3.2 MINORZTY 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 Enterpri.se (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 Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation 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 bidding on future Contracts with the Owner f or a period of time of not less than six (6) months. � C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination iin employment practices. E C3-3 (1) C. , �� The Contractor shall post the required notice to on the project site, and, at his request, will assistance by the City of Fort Worth's.Equal Officer who will refer any qualified applicant he file in his office to the Contractor. Appropriate be acquired from the Equal Employment Officer. �I that effect b a� e provided Employment may have on notices may 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 will an award be made until after investigations have been made as to the responsibility of the proposed awardee. 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 th� proposals which, in its judgment, would not be considered for the award. Al1 other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the reguired contract has been executed and bond furnished or the Owner has otherwise di�posed of the bids, after which they will be returned by the City Secretary. � � C3-.3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount not less th an 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior r.iaterials. This performance C3-3 (2) i� � � �. bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b• MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than . 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. � �- PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and f aithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bi11 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the 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. �' �. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested.in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list o€ accep table 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) � �� LLI new s uret satisfactor to the Owner. No � Y y 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 resol�ution, 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 prop osal, 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 the proposal shall be the agreed amount of damages which Owner will suffer by reason of such f ailure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until�authorized in writing to do s� by the Owner. �. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written � authorization usually termed the "Work Order" or "Proceed ' Order", it is agreed that the Surety Company will, within ten �� (10) days after the commencement date set forth in such written authorization, commence the physical execution of the el 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 delivering to the Owner the sub-contractors' �j 1 C3-3 (4) al � 1. i' certificate of insurance for approval. The prime contractor a shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers �F sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall �- . maintain, during the life of this contract, Workers' Compensation Insurance on all of his �� employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous �� work on the project under this contract is not protected under the Workers' Compensation Statute, . the Contractor shall provide adequate employer's , general liability insurance for the protection of such of his employees not so protected. �. b. COMPREHENSIVE GENERAL LIABILITY TNSURANCE: The Contrac.tor shall procure and shall maintain during the life of this contract Contractor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,OOO,QO� umbrella policy coverage. �' �. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by ad�ditional endorsement to one of the above-mentioned policies, and in the amount as set i� forth for public liability and property damage, the following insurance: l. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). 2. Blasting, prior to any blasting being done. C� _ 3. Collapse of buildings or structures adjacent " to excavation (if excavations are to be performed ad-jacent to same). 4. Damage to underground utilities for $500,000. �� CC3-3 (5) � 5. Builder's .risk (where above-ground structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shal� procure and maintain, ' during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any o.ne 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 $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, an3 also against any of the following soecial hazards which may be encountered in the performance `- of the Contract. f• PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisf actory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) Al1 insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. � � � !; g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the ! Contractor's insurance and performance, payment, �j maintenance and all such other bonds are written shall be represented�by an agent or agents having � an office located within the city limits of the �� C3-3 ( 6 ) ��I l$ �, � City of rort Worth, Tarrazt County, Texas. Each such agent shall be a duly qualified, one upon whom service of process may be had, and must have rr authority and power to zct on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Y�'orth, or any other claimant, any claims that the City of Fort Worth or �, other claiman� or any property owner who has been . damaged, may ha�e against the Contractor, � insurance, and/or bonding compar.y. If the local � insurance representative is not so empowered by the I' insuran�e or bonding companies, then such authority must be �ested in a local agent or claims officer f-' residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set forth on a1Z of such bonds and certif icates of i.nsurance. � C3-3.12 CONTRACTQR'S OBLIGATIONS: Under the Contract, the Contractor. shall pay for all materials, labor and services when due. C3-3.13 :ti'EEKLY PAYROLL: A certified copy of each payroll �^ covering payment of wages to all person engaged in work an the p=ojec� at the site of the pro;ec: shall be fLrnished to the Owner's representat�v2 within seven (7) days after the close of each payroll period. A copy or copies of the applicable �ninimur� wage rates as set forth in the Contract Documents sh all be kept �osted in a conspicuous place at the site of the project �•t all zi�:�s during the course of -the Contract. rF Copies of tr�e wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the'Contrac�or. �_, C3-3.1c CONTRACTOR'S CQNTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association� corporation or other who is approved to d� �l business with and enters into a contract with the City f or construction of water ana/or sani}ary sew�r facilities, will have or shal? es�ablish a fully opera�ional business oifice i within t�:e Fort Worth-Dallas metrop��itan area. The � Contractor shall charge, delegate, o*- assigr_ this office (or �he may delegate his Project Superintender.t) with full authority to transact all business actions required in the 1 oerformaace of ti:e Contract. Tnis local authority shali be made responsible to act for the Contractor in all matters pzrtaining to the wor;c governed by the Contrac� wnether it be �administrative ar otherwise and as such shall be empowered, thus delegated and dirzcted, to settle all material, labor or other expenditures, all claims against the work or any other r� � 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 Gontractor's assignment of local authority shall be � made in writing to the Engineer in advance of any work on the project,�all appropriately signed and sealed, as applicable, by the Contractor's responsibl.e 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 f ail 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 satisf actory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages are = � in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8) � � � {� r �� !,� � �� Fa PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORR C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite j�_ intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to � construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or fP 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, j_ machinery, equipment, special se�vices, 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 will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the Bidder in the f orm of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be perf ormed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items 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 original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "£xtra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as C4-4 (1) �-J � waiving or inv�lidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes �in depth categories, shall be interpreted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4.4 Ai.TERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable 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 the project as a whole. 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 alterations of�the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be"performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun a"Change Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combinat�ion of the following methods: a. � Unit bid price previously approved. � An agreed lump sum. c. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10$ of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be f ull and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method C4-4 (2) � � � � � �� suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. � No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extra Work of any kind will be allowed unless �_ ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor �� to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to �,� beginning such work. Should a difference arise as to what does or does not constitute Extra work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall � proceed with the work after making written request f or written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). � Claims f or extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days tiefore the time for making the first estimate after such work � is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and _ materials expended upon the said Extra Work. �,." 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 preparz for permanent record a corrected set of plans showing the actual � installation. � " The compensation�agreed upon for 'extra work' whether or not �� iniitiated by a'change order' shall be a full, complete and final payment for all costs Contractor incurs as a result or � relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, inciuding - without limitation, any costs for delay, extended overhead, � ripple or impact cost, or any other effect on changed or unchanged work as a result or the change or extra work. C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a"Schedule of Operations;" showing by a straight line method the date of commencing and finishing each of the major elements of the contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. There � � C4-4 (3) 4`a �.! shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage of completion plotted vertically. The progress 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 FACILITIES: Within ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the Contractor_proposes to carry on the work, the date�of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to time constraints, sequencing requirements and completion time. , b. The construction process shall be divided into activities with time durations of approximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. C4-4 (4) � � � �i � I,� � L:ri � R �� v L1 lc. Durations shall be in calendar days and normal � holidays and weather conditions over the duration 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 date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not f or the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. , The construction schedule shall as a minimum be divided � into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. �. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. �, For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, ' construction and preacceptance activities and events in their logical sequence for equipment and materials. �- l. Preparation and transmittal of submittals. ' 2. Submittal review periods. � 3. Shop fabrication and delivery. 4. Erection or installation. S. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Owner's operator instruction (if applicable). 8. Final inspection. �. l�C4-4 (5) � � i � � 9. O�erational 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 progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. � � � � �, L.r� . � A C4-4 (6) l� � � PART C - GENERAL CONDZTIONS C5-5 CONTROL OF WORK AND MATERIALS• SECTION CS-5 CONTROL OF WORK AND MATERIALS t_ C5-5.•1 AUTHORITY .OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with � the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, (' overall sequence of the construction,' interpretation of the � Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under C these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will no� be responsible for Con.tractor'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. . L He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shal]. have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. L In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, �aithin 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 pro'ect in all 7 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 t the Engineer during construction will in all cases be determin ed by the Engineer and authorized by the Owner by Change Order. � � CS-5 (1) �1 CS-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 apparent error or omission in the Contract Documents,-.and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. 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. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall c ooperate 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 of the project a competent, English-speaking superintendent and an assistant who ar2 f ully authorized to act as the Contractor's agent on the.work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and f ulfill 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 Engin eer determines that circumstances require the presence on the project site of a representative of the Contractor to C5-5 (2) � l; � 1► � � �� i �"J r�� L� � adeguately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of property conti�guous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORR: When, in the C' opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the �, Contractor through�his designated representative, shall respond with dispatch to a verbal request made by the Owner'or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. L � 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 FIEI,D OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office f or use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. CS-5.7 CONSTRUCTION STARES: The City, through its Engineer, will furnish the Contract�or with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. C5-S (3) � � 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 Contrac�or's use or '� guidance shall be preserved by the Contractor until he is r� authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willf ully destroyed, disturbed, or removed by � the Contractor or any of his employees, the full� cost of replacing such stakes or marks plus 25� will be charged against the Contractor, and the full amount will be deducted � from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY 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 inspection 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 of 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 equipment to suspend � work until the quest-ion at i�ssue can be referred to and be decided by the Engineer. The City Inspector will not, � however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract � Documents. He will in no case act as superintendent or f oreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He � will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector � or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector_, the Contractor may within six days make written � appeal to the Engineer for his decision on the matter in controversy. � i i CS-5 ( 4 ) �I U ��, � � 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 t'' of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore � said portions of the work to the standard required by the Contract•Documents. � � Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making g ood 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. C5-5.10 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 r 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 thereof may be deducted from any money duz or to become due to � the Contractor. Failure to require the removal of any d ef ective or unauthorized work shall not constitute acceptance �-• of such works. ` CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the � Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any - mzterial or equipment specified, and if Contractor wishes to f urnish or use a proposed substitute, he shall, prior to the ;? preconstruction conference, make written appli�ation t.o � ENGINEER f or approval of such substitute certifying in writing that the proposed substitute will perform adequately the functions called for by the general design, be similar and of � 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 � � � � CS-5 (5) substitute from that specified and indicating available maintenance service. No substitute shall be. ordered or installed without the written approval of Engineer 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 and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion of the Engineer, or as called f or in the Contract Documents, tests of materials or equipment are necess�ry, such tests will be made at the expense of and paid f or 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 €urnishing 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 been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer bef ore 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: Al1 materials which are to be used in the construction operation shall be stored so as to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall b� placed on wooden platforms or other hard, clean durable surfaces and not on the CS-S (6) t7 ground, and shall [1 materials shall b prompt inspection. be placed under cover when directed. Stored e placed and located so as to facilitate � CS-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 Iocation of, existing.underground utilities. The location of many gas �, mains, water mains, conduits, sewer l.ines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in (�' their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction � encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of �, special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. � 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 pr ocess to �_ providz adequate clearances. The Contractor shall take . necessar all y 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 ta8) hours in advance of construction including exploratory excavation if necessary. All verification of existing �- utilities and their adjustment shall be considered as subsidiary work. . �. CS-5.15 INTERROPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1.�� Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. , CS-5 (7) �1 2. Notify each customer personally through responsible personnel as to time and schedule of the interruption of their service, or 3. In the event that personal notification of a ;3 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. Contractor Thank you, � � 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 Q� accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the the �� satisfaction of the Engineer. Twenty-fours fours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the �I C5-5 ( 8 ) � I � l� �r 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, r^ shall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by � these Contract Documents, and before final acceptance and final pa.yment 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 made. Such inspection �; r will be made within 10 days af ter such notification. After such final inspection, if the work and materials and equi ment are found satisfactory, the Contractor will be notifi d in r�, writing of the acceptance of the same after the proper resolution has been�passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. � � � � � � CS-5 (9) �� 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 f of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his � Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any [� such law, ordinance, regulation, or order, whether it be by himself or his employees. , �� C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES[ MATERIALS AND PROCESSES: If the Contractor is required or desires to use any design, device, f 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 and his sureties � shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any �, trade-mark or 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 infringement at any 1 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 k 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. L„ C6-6 (1) L° 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 dis eases 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. �11 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 appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisf actory 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 rnust not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) :. k � � d � � � � �J �� k�, ,. 1�� . =I � l'. gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which•may come to its attention, after twenty-f our hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. ( The Contractor, after approval of the Engineer, shall notify � the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley i.s requested to be closed i' 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 sha?.1 promptly notify the Fire � Department Headquarters when all such obstructed streets, 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 r the site of the work. Wherever any such damage_may be done, the Contractor shall immediately satisfy all claims of property owners, and rio 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. C5-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND �- RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or f other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more � than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stac�Ced 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) � carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other c on tractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Con tractor 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 n ecessary 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 s af ety of property and the public. Negotiations with the railway companies for permits shall be done by and through the C ity. 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. C5-6.8 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 maintain at least one easily visible burning light at each b arricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles f rom 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. Al1 installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traf f ic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traf f ic on Highways" , codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) � I � '; � � � � r' The Contractor will not remove any regulatory sign, � ins�ructional sign, street name sign, or other sign which has been erected by the City. If it is determined� that a sign �''� must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works department, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of regulatory � signs, the Contractor must replace the permanent sign with a temporary sign meeting the re.guirements of the above referenced manual and such tempora�ry sign must be installed ( prior•to the removal of the permanent sign, If the temporary l 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 ( permanant sign and shall leave his temporary sign in pl ace until such re-installation is completed. �' The Contractor will be held responsible for all damage to the , work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. 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 Contractor's responsibility for the maintenance of barricades, � signs, fences and lights, and for providing watchmen shall not cease until the project shali have been completed and accepted _ by the Owner. . � No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing, providing, � and maintaining of barricades, signs, fences, and lights or f or salaries of watchmen, f or the subsequent removal and disposal of such barricades, signs, or for any other �� incidentals necessary for the proper protection, safety,�and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for ( which unit or lump sum prices are requested in the Proposal. C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight,� etc., in the . � prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any C� public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in r C6-6 (5) � advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing 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 and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent 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. � i C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, �� i_ through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem .41 necessary for the prosecution of the work. Any additional � rights-of-way or work area considered necessary by the Contractor shall be provided by him at his own exp ense. Such additional rights-of-way or work area shall be acquired for � the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private � property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified 'approval of the � property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all � rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor � shall be responsible for the preservation of and shall use C6-6 (6) �( Y� � �� every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper repre.�entatives of owners or.occupants of public or private lands or interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable �o 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 Qr 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 consequence of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a•condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. T All f ences 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, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement before the f ence is cut. Should additional fence�cuts be necessary, the Contractor � shall provide cross braced posts at point of the proposed � cut in addition to the cross braced posts provided at the _ permanent easements limits, before the fence is cut. 1.* � Temporary f encing shall be erected in place of th removed whenever the work is not in progress and site is�vacated overnight, and/or at all times t livestock from entering the construction area. The f ence removal, temporary closures and reolacement subsidiary to the various items bid in the � fencing when the � prevent cost for shall be project C6-6 (7) l � proposal. Therefore, no separate payment shall be allowed for any service associated with this work. • � � E �• 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-b.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 zmployee 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 �►1 officers, agents, servants,�employees, contractors, subcontractors, licensees and invitees. The doctrine of � respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, 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 indemnify, �� hold harmless and defend Owner, its officers, agents, s�rvants, and employees from and against any an all claims or °� suits for property damage or loss and/or personal injury, �,j including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in i� 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 alieged ��1� negligence on the part of officers, agents, servants, �1� 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 employees for property damage or loss, and/or personal injuries, including death, to any and ,�� all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or ' indirectly, the work and services to be performed hereunder by Contractor, its officers, agents employees, contractors, ;�I subcontractors, licensees and invitees, whether or not caused, ��1 ��C6-6 (8) � l_J � rin whole or in part, by alleged negligence of officers, � agents, sexvants, 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, agents, servants, employees, contractors, subcontractors, licenses,�ar invitees of the Owner. In the event a written claim for damages against the (�A 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 final inspection, final payment to the Contractor shall not be l recommended by the Director of the Water Department for a period of 30 days after th,e 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 � 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 r performance of such work, and such semi-final pa�yment may then be recommended by the Director. � , The Dir ector shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a l period of six months following the date of the acceptance of the work p�rformed 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 r period, the Director shall recommend that the final payment to 1 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) � � �� expiration of the six month pe�iod the Director may recommend that final payment be made if all other wor.k has been performed and all other obligations o€ the Contractor have been met to the satisfaction of the Director. Th e Dir ector may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor ag ainst whom a claim for damages is outstanding as a result of work perf�ormed 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 ac ts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the 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 payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is necessary to change, move, or aZter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders th er eup on have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor � shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public dr ains and sewers. The Contractor shall also take care of all • sewage and drainage which will be received from these drains � an d sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumpina facilities and temporary outlets or diversions. � The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage �� .' � C5-6 (10) � �. � 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 i'n service and r maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. Al1 water, sewage, and other waste shall be disposed of in a satisf actory manner ' s o that no nuisance is created and so that the work under �.: construction will be adequately protected. f� C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE LCITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete , and satisfactory arrangements with t�e Fort Worth City Water � Department for so doing. City water furnished to the Coniractor shall be delivered to the Contractor from a connection on an existing City main. �,; All piping required beyond the point of delivery shall be installed by the Contractor at his own expense, The Contractor's responsibility in the use of all existing fire 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 �, meters are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance j- applies, payment shall be made on estima�.es and rates ' established by the Director of the Fort Worth Water Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in � the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put � into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of � the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into us e, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own expense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: Until { written acceptance by the Owner as provided for in these � Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary �- precaution to prevent injury or damage to the work or any part _, C6-6 (11) thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any or�der by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver vf 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 of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personal3y 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 �'ort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H)• of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in 3ieu of the 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 for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies f or exemption pursuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same rnanner stated above. C6-6 (12) � � Limited Sale, Excise and Use Tax permits and information can � � be obtained from: i Comptroller of Public Accounts , Sale Tax Division Capitol Station � Austin, TX 0 , C6-6 t13) � � � � 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 �j fifty (50$) percent of the value embraced in the c ontract. 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 workmen of the Contrac tor and shall be subject to the same requirements as to � character and competency. Th�e Owner will not recognize any subcon tractor on the work. 'The Contractor shall at all times; �� when the work is in operation, be represented either in person or by a superintendent or other designated representatives. . C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, �or .otherwise dispose of the � contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in �_ by the Sureties. If the Con tractor does, without such previous consent, assign, � transfer, sublet, convey, br otherwise dispose of the contract � or his right, title, or interest therein or any part thereof, to any person or persons, partnershi corporation, or does b bankru tc P' company, f i rm, or. - Y p y, voluntary or involuntary, �, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall � successfully complete said contract, and in the event of such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the f Owner as liguidated damages for the reason that it would be � impracticable and extremely difficult to fix the actual damages. i� C7-7•3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the Engin eer in five or more copies, if requested by the Engineer, � a progress schedule preferably in chart or diagram f orm brief outlining in detail and step by step the mannerrof �... C7-7 (1) ■ �d prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Document-s and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencing 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 th e proper execution of the work, the Engineer may require the Contractor to finish the section on which operations�are in progress before the work is commenced on any additional section or street. ' C7-7.5 CHARACTER OF WORRMEN AND EQUIPMENT: Local labor shall be used by the Contractor is avaifable. �The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workinen, 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 perf orm 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 (2) ,_ 4; �i , �f � � � � �� ( otherwise objectionable or neglectful in the proper � performance of his or their duties, or who neglects or retuses to comply with or carry out the directions of the Owner, and € such person or persons shall not be employed again thereon _ without written consent of the Engineer. l �, �. 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 t he work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient workir�g condition. Equipment on any,portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapse3 working days shall be computed starting with the first day of work completed as defined in � C1-1.23 "WORRING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. fN othing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are { met: L a. A request to work on a specific Legal Holiday must be made to the than the proceeding Thursday. Saturday, Sunday or Engineer no later b• Any work to be done on the project on such a � specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the � timely completion of the project. � The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to � the Contractor for any work performed on such a specific Saturday,. Sunday or Legal Holiday. Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7 (3) Y-� C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within� the time specified in the Contract Documents and set forth 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 th�at the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly au�.horized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of 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, consideration will be given to unforseeable causes beyond 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, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such�causes. When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the f ailure of the City to provide information or material, if C7-7 (4) c. �� LJf � � � �� any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented b.y 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 b� 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, on the work, then such delay will entitle the �� Contractor to an equivalent extension of time, his application - for which shall, however, be subject to the approval of the City Council; and no such extension Qf 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. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the cor�tract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require to f ully complete this contract or the time of completion will be•specified by the City in the Proposal section of the contract documents. Tne number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specif ic �, contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. �, - - For each cal�ndar day that any work shall remain uncompleted after thz time specified in the Contract Documents, or the increased time granted by the Owner, or as automatically 1 increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the C. Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages r suffered by the Owner. A1�i0UNT OF CONTRACT $ $ �� $ $ 1 �� Less than $ 5,000 5,001 to $ 15,000 15,001 to $ 25,000 25,001 to $ 50,000 50,001 to $ 100,000 100,001 to $ 500,000 C7-7 (S) inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 �J $ 500,001 to $1,000,000 $1,000,001 to $2,000,000 $2,000,001 and over inclusive $ 315.00 inclusive,$ 420,00 $ 630.00 O I"I The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult of accurate estimation, and that•the "Amount of Liquidated Damages. Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unf avorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisf actory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all material.s in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary.- S hould 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 f orth in Paragraph C7-7..8 EXTENSION OF THE TIME OF COMPLETI ON, 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 f or the cost of moving his eguipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) �� I.J � �J fi� �. l" that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. N o reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not suspend work without written notice � from the�Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume �' operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: fi-� Whenever, because of National Emergency, so declared by the P.resident of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two � months, the Contractor shall within seven days notify the City in writing, giving a detaile� statement of the efforts which �" have been made and listing all necessary�items of labor, : materials, and equipment not obtainable. If, after investigations, the Owner finds that such conditions existing �= and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable eff ort assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, ° the Contractor may request the Owner to terminate the contract and the Owner may comply with the request, and the termination shall be condi�ioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made.in accordance with the terms of � the agreed settlement, which shall include, but not be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORR AND ANNULMENT OF CONTRACT: The work operations on all or any portion or s ection of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared cancelled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a, Failure of the Contractor to commence work � operations within the time specified in the Work Order issued by the Owner. � . 1 C7-7 t7) �:S b. Substantial evidence that progress of the work operations by Contractor is insuf�f icient to complete the work within the specified time. c. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. � Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry 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 Contract Documents. g. Failure of the Contractor promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose 'L of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i• A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. j. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k. If the Contractor commences legal action against the Owner. L� A copy of the suspension order or action of the City Council D, shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such � part thereof as the Owner shall designate, whereupon the �� Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to � discontinue, and may perform the same or may, with the written � C7-7 (8) � � ' consent of the Owner, sublet the work or that portion of the �r work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon � the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the j� terms of.the Contract Documents. Al1 monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, i: subject to all of the terms of the Contract Documents. �F In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Coritractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such part th ereof as it may deem necessary,�and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any ti�me thereafter to the Contractor under and by virtue of the Contract or any part� thereof . The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. In case such expenses shall exceed the amount which would have been payable under the Contract if thP same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: considered as having been fulf illed, [� bond or bonds or by law, when all the parts of the project covered by the C7-7 (9) The Contract will be save as provided in any work and all sections or Contract Documents have � � � � L �� been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work . under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that suc� termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated', and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by the Owner. Further, it shall be deemed conclusively presumed and established�that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, servi�es or facilities except as may be necessary for completion of such portion of the work under the contract as _is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; 4. transfer title to the manner, at the if any, directed by the Owner and deliver in times, and to the extent, the Engineer: � �� LJ �; C7-7 (10) L�■ � LJ � 5. a, the fabricated or unfabricated parts, Nork in pro�ess, completed work, supplies and other materi�l produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and b, the completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the Owner. complete as shall notice of performance of such part of the work not have been terminated by the termination; and 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. t i. �� !' At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and guality, of any or all items of termination inventory not previously disposed of•, exclusive of items the. disposition of which has been directed or authorized by the Engineer. Not later than 15 days thereafter, the Owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. C7-7 (11) � 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 further reduced by the contract price of work not � terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits. Nothing in C7-7.16(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 deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. �� ,e E. FAILURE TO AGREE: In the event of the failure of �i the Contractor and the Owner to agree as provided ��. in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this section the Owner shall determine, �i on the basis of information available to it, the � amount, if any, due to the Contractor by reason of �. the termination and shall pay to the Contractor the � amounts determined. No amount shall be due for �' lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the � contractor under this section, there shall be deducted (a) all unliquidated advance or other �� pay�ents on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may ��. have against the Contractor in connection with this ��i contract; and (c) the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold; pursuant to the provisions of this clause, and not �� otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be �� partial, prior to the settlement of the terminated portion of this contract, the Contractor may file � with the Engineer a request in writing for an � C7-7 (i2) � �� equitable adjustment of the price or prices specified in the contract relating to the continued portion of the eontract (the portion not terminated by the notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall_limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. f� H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter ths rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of ;� Abandonment of the work and Amendment of Contract" or any other right which Owner may have f or def ault i or breach of contract by Contractor. `' C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising all saf ety 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 regulations so as to protect person and �- property f rom injury, including death, or damage in connection with the work. � � � � � � �� C7-7 (13) � r� �� I 1 ( � � � , ► l �. t, , � � � , • � � � � � ��GC';�� t=C��► i•C��`' �•�:' •I �' , ` _ -`•;C;�'" _,r::G�.' ,:?��9 _��.� � � = � • C'' �"- �l • � C':- F.-- C= L` ��' ••(:x C�•�+C:'` C� C' ��? C�� , 1•( ��•� CT�CC G C' C'�,.�. ��L��t'�' � � C- C � �: ♦ 1��-'�Q1��"�r �:��.�;��'• • ••�:�•��C:��'�-�=:��G� �s�5��'��.G�C et:.. � _. � rJ PART C - GENERAI, 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 f or 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, surf ace, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, d elays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to f ully 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 represent the total cost for 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 complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment f or f urnish.ing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action af the elements, f or any unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time C8-8 (1) � before its final accPptance by the Owner, texcept as provided in paragraph CS-5.14) f or all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and 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 defects or imperfections in the c onstruction 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 have 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 the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and �th 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`previous month, or estimate period under the Contract Documents. Not later than the lOth day of the month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars t$100.00) in amount, 90$ of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95$ of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereaf, but which at the the time of the estimate have not been installed. (such payment will be allowed on a basis of 85$ of the net invoice value thereof.) The Contractor shall furnish the Engineer such information as he may request to aid C8-8 (2) � II u LJ � � i� ! 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 �,$ its quality of sufficiency, or as an acceptance of the work done or 'the release of the Contractor of any of his �F responsibilities under the Contract Documents. The City reserves the right to withhold the paymeht of any �, monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions � of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requi.rements of the Contract Documents. C8-8,7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and �T 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 thereof, the Engineer �� will initiate the processing of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in C8-8.8 below. �; C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Dacuments and all approved modif ications thereof shall have been completed and all requirements of the t' Contract Documents have been fulfilled on the part of the , Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. `` All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final f payment. l l� C8-8 (3) i �J The amount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as f ollows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as f urnished 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 in1ury and/or property damages. ' The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from a 11 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. � � Ttie making of the final payment by the Owner shall not relieve � the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. . ` �C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Coritract Documents. It is, therefore, agreed that � t he Owner shall be responsible for the adequacy of its own � design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the � operations of the completed project, provided the Contractor �' has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions '�] and alterations thereto approved in writing by the Owner. The �.i burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modif ications � 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 relieve the �� Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and �� C8-8 ( 4 ) ��I � � pay for any damage to other work resulting therefrom which shall appear within a pericd 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 notice of observed defects with reasonable promptness. C8-8.11.SUBSIDIARY WORK: Any and all work.specifically � governed by documentary requirements f or 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, rock excavation and f cleanup are general items of work which fall in the category � of subsidiary work. t" 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 � mat�rials shall be used only when directed by the Engineer, t 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 r the actual amount used for the project. _ C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion of the work. � L`J � r� ��8_8 � S � � f SECTION Cl: � 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 f regazding 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 files in its � possession that will substantiate the actual work performed by an MBE and/or 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) and/or commission of fraud will result in the Contractor being � determined to be irresponsible and barred from participating in City work for a period of . time of not less than three (3) years. C. C3-3.7 BONDS: 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 aze 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." • ` 1 D. C8-8.5 PARTIAL ESTIMATES AND RETAIN • Q - AGE. Pa�e C8 8(2), should be deleted in i. its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepazed 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 materials aze included within a pay estimate, payment shall be based upon 85% of the net Revised 5/14/99 Pg. 1 � �l E. F. G 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 five (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 specifications or other provisions of this contract. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" C3-3.11 INSURANCE.: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" C6-6.12 CONTRACTOR'S RESPONSIBLITY 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 a�ees 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, wliether or not a►:v sucl: iniurv, dama�e or deatl: is caused, in whole or in part, bv tlie neQliQence or alleged neQliQence of Owner, its of%cers. servaf:ts. 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 of the Owner arising from the performance of any of the terms and conditions of this Contract, whetlier or not a�:v sucli in�ury or damaQe is cairsed in wTiole or ii: part bv tlie ne�ligence or alleQed ne�li�ence of Ow�:er, its officers. servants or emnlovees.. 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 � � �J !.!''� � � f:�■ Revised pg, 2 5/14/99 � I � T release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been refened to the insurance carrier. f . 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. . lRl I�1 � � � �-�, � �: � 1 � , � � Revised pg 3 �T Sf14/99 � l�, '� � � Fal u � � � � L�J L�I � � I� L�l � PART D - SPECIAL CONDITIONS D-1 AWARD OF CONTRACT ..........................,............................................................ SC-3 D-2 SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-3 D-3 GENERAL .............................................................................................................. SC-4 D-4 TAX EXEMPTIONS ................................................................................................ SC-5 D-5 PROJECT DESIGNATlON ..................................................................................... SC-6 D-6 EQUAL EMPLOYMENT PROVISIONS ......................................:........................... SC-6 D-7 PRE-CONSTRUCTION CONFERENCE ................................................................ SC-6 D-8 COORDINATION MEETINGS ................................................................................ SC-6 D-9 PROJECT ABANDONMENT .................................................................................. SC-6 D 10 BREAKDOWN OF BID PROPOSAL .. ....................................................... SC-6 D 1� OMIT , , ,, ... = .. _ . .. . .. _: . . � ...... ...... .. .... . . _ .. :. ......:: _ . ..... : . . . . _ __ --,. . .. . . .. . . .:. ...:. _..:: . SC: 6 . _ _ .. . � .....�•.. D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......... SC-6 D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... SC-9 D-14 CALENDAR DAY .........................................:...................:................................... SC-11 D-15 SUBSIDIARY WORK ............................................................................................ SC-11 D-16 WAGE RATES ..................................................................................................... SC-11 D-17 EASEMENTS AND PERMITS .............................................................................. SC-12 D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ....................... SC-13 D-19 DAMAGE TO PRIVATE PROPERTY ................................................................... SC-13 D-20 SHOP DRAWINGS .............................................................................................. SC-13 D-21 CROSSING OF EXISTING UTILITIES ................................................................. SC-13 , D-22 EXISTING UTILITIES AND IMPROVEMENTS ..................................................... SC-14 D-23 CONSTRUCTION TRAFFIC OVER PIPELINES .................................................. SC-14 D-24 TRAFFIC CONTROL ............................................................................................ SC-15 D-25 PAYMENT ............................................................................................................ SC-15 D-26 DELAYS ............................................................................................................... SC-15 D-27 DETOURS ......:..............................................................................:...................... SC-16 D-28 BARRICADES AND WARNING SIGNS ............................................................... SC-16 D-29 EXAMINATION OF SITE ................................................................................... . SC-16 D-30 ZONING COMPLIANCE ....................................................................................... SC-16 D-31 WATER FOR CONSTRUCTION .......................................................................... SC-16 D-32 WASTE MATERIAL ...:....................:.................................................................:... SC-16 D-33 CLEANUP FOR FINAL ACCEPTANCE .......:........................................................ SC-16 D-34 PROPERTY ACCESS .......................................................................................... SC-16 D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......................... SC-17 D-36 SAFETY RESTRICTIONS - WORK NEAR H1GH VOLTAGE LINES .................... SC-17 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC-17 D-38 SANITARY FACILITIES FOR WORKERS ............................................................ SC-18 D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC-18 D-40 RIGHT TO AUDIT ................................................................................................ SC-18 D-41 INCREASE OR DECREASE IN QUANTITIES ..................................................... SC-19 D-42 CUTTING OF CONCRETE .................................................................................. SC-20 D-43 PROJECT DESIGNATION S1GN ......................................................................... SC-20 D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .............................. SC-20 D-45 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SG20 D-46 TYPE "C" BACKFILL ............................................................................................ SG21 D-47 CRUSHED LIMESTONE BACKFILL ......................................:............................. SG21 D-48 2:27 CONCRETE ................................................................................................. SG21 D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION .................................. SC-21 D-50 PAVEMENT REPAlR (E2-19) ......................................................... ................ SC-23 D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY.. SC-23 a�i�� SC-1 LJ D-52 Q-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. 9 80.2 80.3 80.4 80.5 80.6 80.7 80.8 80.9 8Q.10 80.11 80.12 80.9 3 80.�4 D-81 D-82 D-83 D-84 D-85 D-86 PART D - SPECIAL CONDITIONS SANITARY SEWER MANHOLES ......................................................................... SC-24 _SAN�SAftY_S_E�1111_LER:��S�r��• •�.,. m,� .......................................:�y=:.-: ..-..-....=��7= 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 SPOlUF1LL MATERIAL ............................................................... SC-30 MECHANICS AND MATERIALMEN'S LIEN .......:...................................:............. SC-31 SUBSTITUTIONS....................................................:............................................ SC-31 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LfNES . SC-31 VACUUM TESTING OF SANITARY SEWER MANHOLES .................................. SC-34 BYPASSPUMPING ............................................................................................. SC-35 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC-35 SAMPLES AND QUALITY CONTROL?ESTING ..........................:...................... SC-37 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL .. SC-38 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................ SC-39 PROTECTION OF TREES, PLANTS AND SOIL .................................................. SC-39 S1TE RESTORATION ....................................................................................... . SC-39 .... STANDARDPRODUCT LIST .......................................................................:....... SC-39 STATE REVOLVING FUND (SRF) REQUIREMENTS ......................................... SC-39 TOPSOIL, SODDING AND SEEDING .................................................................. SC-40 CONFINED SPACE ENTRY PROGRAM ............................................................. SC-45 SUBSTANTIAL COMPLETION INSPECTION/FINAL iNSPECTfON ................... SC-45 EXCAVATlONNEAR TREES .............................................................................. SC-46 CONCRETE ENCASEMENl" OF SEWER PIPE .................................................. SC-46 CLAYDAM ...:.......................................................................................................�SC-46 EXPLORATORY EXCAVATION (D-HOLE) ..........................................:............... SC-46 INSTALLATION OF WATER FACILITIES ............................................................ SC-47 POLYVINYAL (CHLORIDE PVC) WATER PIPE .................................................. SC-47 BLOCKING........................................................................................................... SC-47 TYPEOF CASING PIPE ...................................................................................... SC-47 TlE-1NS ................................................................................................................ SC-48 CONNECTION OF EXISTING MAINS .................................................................. SC-48 VALVECUT-INS .................................................................................................. SC-48 WATERSERVICES ............................................................................................. SC-4S 2-INCH TEMPORARY SERVlCE LINE ................................................................ 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..................................................................................................... SC-53 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC-53 TREEPRUNING .................................................................................................. SC-54 TREEREMOVAL .............................. , ............................................................... SC-55 TESTHOLES ...................................................................................................... SC-55 L� � � lRJ � � � � L�J � L�li l�y � � as��ss SC-2 I� � LR� L] PART D - SPECIAL CONDITIQNS FOR: REHABILITATION OF FORT WORTH, TEXAS DOE PROJECT NO. SEWER PROJECT NO. 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 ariy 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 U 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 ("j the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder L� 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. � � � L�l 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. ' 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) work,ing 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. D The contractor(s) shall be required to start construction on the project no later than ten (10) � calendar working days after the pre-construction meeting date. The City staall begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. �` u u L■J '� � Per City ordinance 11923, the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or 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 agreement(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 include (but not limited to): � ::.,::::�,, ,:. .; :::. ;:.,. .;:: oai��ss Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor ldentification Trench Safety Design (if required) Confined Space Entry Program SC-3 ,LJ PART D - SPECfAL CONDITIONS Name and number of a responsible person for off hour emergencies Project sc_h_e�tul�. which c�ws�.r�e�e�tfia project,�or�pletion=date--to��e detcrmined ��he completion time pe�iod 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 of conflicts or discrepancies befinreen 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 the City Council of the, City of Fort Worth and will be required to rep{ace at his expense any part or al! of this project which becomes defective tlue 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 Contract'' above. -- � Subject to modifications as herein contained, the Fort Worth Water Department's 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, regufations, requirements, instructions, drawings or details refierred to by manufacturers name, or identification inctude therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be cansidered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished oc fumished iri 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 contraet and project, where applicable, may also be governed by the two following published specifications, axcept as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH osir�ss SC-4 L�' � � L� � �' �i � 0 i Q� �l � L� L�� lJ.■ LJ 0 � I� �� LJ L�J C � � L�J L� � � LJ �� C�l �� PART D - SPECIAL CONDITIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS, A copy of either of these specifications may be purchased at the office of the Transportation arid Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal •Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the� call-out for the pay item by the designer. lf 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. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Faiture to bid or fulty 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. INTERP.RETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PRQ.POSAL: 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 aocation 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 have the proposal actually delivered. Each proposal shall be in a sealed envelope plain{y marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope sha(1 be addressed to the Purchasing Manager, City of Fort Worth Furchasing 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 �he 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 mav, at the option of the Owner be returned unopened. C. TELEGRAPHIC MODIFICATION O� PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposa{s, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and pcovided 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 ofi the provisions of Article 20.04(F) ofi the Texas Limiied Sales, Excise and Use Tax Act. All equipment and materials not consumed by dr incorporated into the project construction, are subject to State sales tax under House Bill 11, enacted August 1�, 1991. All such taxes shall be incfuded in the various amounts on the Proposaf Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. oai��s S G5 � PART D - SPECIAL CONDITIONS D-5 Q�C1�E�.T�DESl�.�V�,T�ON: -: Cor�struction��r�de�thes�=�p��ial Doci�m�n�ts shall°`be pe'�r ormed under the Project Designation: Project No. PS46-07046410260 D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor sfiall 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 shafl post the required notice to that effect on the project siie, and at his request, will be provided assistance by the City of Fort Wo�th's Equal Employment Officer who will refier any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equa4 Employment Officer. D-7 PRE-CONSTRUCTION CONFERENCE: Before the p�oject 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. � ��.1 � L�J C�� J � � 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 Contractoi- shall be oi present at all meetings. - � D-9 PROJECT ABANDONMENT: 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. D-10 BREAKDOWN OF B!D 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. _ .. D �� ---OMiT:_ D-72 CONTRACTOR COMPLIANCE V111TH 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, 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 until the contractor's/person's work on the project has been completed and accepted by the governmental eniity. " 3. Persons providing services on the project ("subcontractor" in §406.096)- includes a11 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 direct{y with the contractor and regardless of whether that pecson has employees. This includes, without oaii�ss SC-6 � l� L�' � L� � � � �I � � L�J IL�J PART D - SPECIAL CONDITIQNS 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 empfoyees of the Contractor providing services on the project, for the duration of the project. � � � � � � a l� U a � ,� .� C. The Contractor must provide a certificate of coverage to the govemmental 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 sh�all obtain from each�person providing services on a project, and provide the � qovernmental entity: 1. 2. limitation, independent contractors, subcontractors, leasing campanies, motar 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, transpo�tation, 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. • � � J A certificate of coverage, prior to that person beginning work on the project, so the governmenta{ entity wi{I hava on fi{e certificates of coverage showing coverage for a{I persons providing services on the project; and '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 cuRent 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 ce�tified mail or personal delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially aff f coverage of any person providing services on the project. 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. I. The contractor shall contractually require each person with whom it contracts to provid�e services on a project, to: � 1. Provide coverage, based on proper reporting on classifiication codes and payroll amounts and filing of any coverage agreements, anrhich meets the statutory requiremenis of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; os��°�ss SC-7 PART D - SPECIAL CONDITIONS - � - �r � 2. Prov�e to �b�e �o.r�tractor,� pc�or�o t�at�per�ar�begi�ning °work vr�he' projec�, a certificate g o� coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; t 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to�the other person beginning work on the project; and b.) A new certificate of coverage showing extension of -coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and f.or one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (� 0) days after the person knew or should have known, of any change that materially � affects the provision of coverage of any person providing services on the project; and 7. � Contractually require each person with whom 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. � . 8. By signing this contract or providing nr causing to be provided a- certificate of cove�age, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's � compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. The contraetor'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 cont�actor does not remedy the breach within ten days .afte� 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 covere�d, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19�point normal type, and shall be in both English and _ Spanish and any other language common to the wotker population. The text for the notices shall be the following text, without any additiona{ words or changes: os�i�s SC-8 LR� �� L�J L+�J � �' � � � L� Q L�� L� L�ll � L�J � PART D - SPECIAL CONDITIONS "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 j� 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". � �� Ir �� '� O L�1'� l�J i L*J� � � LJ D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (MNVBE) COMPLIANCE: In 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 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. Upon request, contractor agrees to provide the City corrfpl��e 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 ihe evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered� non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/VVBE subcontractors prior to issuance of the Notice to Proceed. Contractor shaU 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 mus�t 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/V1/BE utilization or good faith effort forms osil�s SC-9 � �_- � PART D - SPECIAL CONDlT14NS as applicable. Failure to contact the listed M/WBE subcontractor ar suppl�er pr�or to bid openmg ma� result in the rej��ion�f f�,iic�Las noa.�e�ppnsiu�.�. �e = � -_ � _ - � _ ��- Whenever a change orde� affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perForm the work. Whenever a change order exceeds 10% of the original contract, the MM/BE 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 ii's M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substa�tia! supplier opportunities arise during the term 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 , 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/V1lBE 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 genera{ 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 MlWBE Participation plan. d. Default by the M/WBE subcontractor �or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractar and supplier used on the project, inclusive of M/WBEs. D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the foNowing 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 sha11 be included in the price bid in the Proposal for each bid item. Surface restoraiion, removal and replacement of fencing, and cfeanup are general items of work which fall in the category of subsidiary work. os�»iss SC-1�0 �'� �' � �� J � L�J � L�' L!' � � � �� '��I � �J L�J L�J PART D - SPECIAL CONQITIONS D-16 WAGE RATES: The labor ciassifications and minimum wage rates set forth herein have been predetermined by the City Gouncil of the City of Fort Wo�th, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on al! 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) 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) 0 � � � � � LI - � oei'a=�✓ss C1TY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 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 . SC-11 CLASS{FICAT{ON Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Piledriver Pipelayer Blaster � RATE $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 0 �� PART D - SPECIAL CONDITIONS - - --- - - L.i' CLASSIFlCATION RATE CLASSIFICATION - -� R- -- - _- -. ,� � - : -�-,- - - POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 Bu(Idozer, 150 HP or Less $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing Mach.$8.2� 3 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 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 '/z cy) .� $9.513 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 '/2 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 %2 CY or Less) $8.823 Front Ent Loader . (Over 2 %2 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) $1Q.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 � RATE �� _� .. - � � Posthole Drille� Operator $9.000 Roller, Steel Wheel (Plant-Mix Pavements) $8.339 Roller, Steel Wheel (Flatwheel or Tamping) $7.963 Roller, Pneumatic Self-Pro $7.403 Scraper -17 CY & Less $8.138 Scraper - Over 17 CY $8.205 Side Boom $7.793 Tractor - Crawler Type (150 HP & Less} $8.448 Tractor - Crawler Type (Over 150 HP) $8.873 Tractor - Pneumatic $7.735 Traveling Mixer $7.615 Trenching Machine - Light $8.188 Trenching Machine - Heavy $12.498 Wagon-Drill, Boring Machine $9.000 Reinforcing Steel Setter (Paving) $9.218 Reinforcing Steel Setter (Structural) � $11.548 Stee{ Worker - Structural $16.300 Sign Erector $11.436 Spreader Box Operator $6.988 Barricade Se�vicer Zone Wk. $6.402 Mounted Sign Installer (Permanent Ground) $6.402 Truck Driver - Single Axle (Light) $7.465 Truck Driver - Single Axle (Heavy) $8.067 Truck Driver - Tandem Axle (Semi-Trailer) $7.816 Truck Driver - Lowboy/Float $9.653 Truck Driver - Transit Mix $7.507 Truck Driver - Winch $8.200 Vibrator Operator $7.000 Welder $10.459 D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private property. osii�s SC-12 LiJ � � � L� L�J � � � O LJ '� � � L�J � LJ L� PART D - SPECIAL CONDITIONS The City has attempted to obtain the temporary construction and/or right-of-entry agreements for p�ope�ties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject 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 responsibility of the Contractor to obtain 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 the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements andlor private property sha!! be cleaned up after use and restored to its original condition o� better. In event additional work room 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. 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 Contracior's responsibiliijr to provide the required flagmen andlor provide payment to the appropriate railroad/agency for al1 flagmen during �construction in railroad/agency right-ofi-way. Any and all costs associated with compliance with permits(s) including� payment for flagmen shafl be subsidiary to the project price. No additional payment will be aflowed for this item. D-18 COORDINATlON WITH FORT WORTH WATER D�PARTMENT: During the construction af 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 sha11 be submitted by the Contractor to the Construction Engineer, for afl equipment and materials for this project. Contractor shafl submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be cequired by �the Engineer for his review. � Such review by the Engineer shal! include checking for general conformance with the design concept of the p�oject and gener.al 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, and 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 indicaiing which equipment and materials he intends� to fumish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts befinreen submitta{s and the design drawings and/or specifications are discovered, either prior to or after submittals are oaii�s SC-13 L�J PART D - SPECIAL CONDITIONS processed, the design drawings and specifications shall govern. The Contractor shall be responsible for �U dj��,,�ii�t�ar�tQ be confirmed;�and�or��,�te.d=a�t�e��b site, fabricati�n= 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 ar�d dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Shop drawings shalf be submitted for the following items prior to installation: 1. All pipe 2. Reinforced steel fabrication for structures 3. Cast Iron structural appurtenances Shop drawings must be approved by the Engineer prio� to the-sta�t of work. D-21 �ROSSING OF EXISTING UTILITIES: Where 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 distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer ser?✓ice line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall 6e a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for work such as backf+ll, 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 responsibility for failure to show any or all of these structures on the Plan�, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additiQnal 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 utifities, service lines, or other property exposed by his construction operations. Contractor shall make aN necessary provisions for the support, protection, relocation, and/or. temporary relocation of all utility poles, gas lines, te4ephane 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 bea included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noied 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 a{I utilities to locate existing underground facilities and notifiy the. Enginesr of any conflicts in grades and alignment. �aii�§ SC-14 L.ii L! � � � � � � � 'J � ��, L1 � � � � L�' � � � PART D - SPEC(AL CONDITIONS Any and aN permanent structures such as parking lot surface, fencing, and fike structures shail 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 �J 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 pu�pose of D making such changes or repairs of their property that may be made necessary by performance of this contract. �J l�l � � L�J L!J � �i LJ ��J L�� ■J � 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 fountl on the ground. D-23 CONSTRUCTION TRAF�IC OVER PIPELlNES: It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. lt 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 proiection of the pipes so that more frequent crossings of the pipes are allowed. ft still is, however, the responsibility of the Cantractor 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 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 Haridbook for Construction and Maintenance Work Areas. The Contractor will not remove any regulatory sign, insiructional sign, strest 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 ceplace the permanent sign with a temporary sign meeting tfie requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the tempo�ary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in �lace 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 proteciion of the public and the work. [.! -, : - .:, ;. �:: os�i'�ss SC-15 -. . �� PART D - SPECIAL CONDITIONS 2. The cost of the traffic controf shall be included in the price bid for pipe complete in piace as bid�ira.the Prnp�sal, and no qtt��omRe�sation will be allo�ed.. _ 3. The Contractor shall furnish a traffic control plan to the City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. 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: 1. Separate payment will be made for removal of all fire hydrants, gate valves.16-inch and larger, and sanitary sewer manholes regardless of focation. 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities wk�en said facility is not being replaced. in the same trench, i.e., when removal requires a sepa�ate 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 b� 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 ihe performance ofi 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, 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 pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and%or Detour Signs," Item 524, andfor as shown on the plans. Constr�uction signing and barricades shall conform with "1980 Texas Manuaf on Uniform Traffic Control Devices, Vof. No. 1" or fatest edition there of. D-29 EXAMlNATION 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 this project. Particular attention should be given ta methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials fo be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. � D-30 ZONfNG COMPLIANCE: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant�property for storage purposes. 08/13/99 SC-16 iL� � � � t_� l � �.' �� I L��'J � ��1 � ��i � � �I� �! � u LJ PART D - SPEC(AL CONDITIONS D-31 WATER FOR CONSTRUCTION: Water for construction� will be furnished by the Contractor at his own expense. D-32 WASTE MATERiAL: Ail waste material shali become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. . D D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-way, or easement is cleaned up to the � satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rock"s, pieces of asphalt or .concrete and other construction materials, � and in general preparing the site of the work in an orderly manner and appearance. Finaf acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. L�►J l�J �I � L�J � � � 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, includtng sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - VVORK 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 finrelve 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. � ---- -- -- oait�iss SC-17 �, � � PART D - SPEC(AL CONDITIONS 5. No person shall work within six feet of a high voltage line without protection having been talcen as�oy�lUa�d�� -�a9raPt��3)•= � __ �= - . D-37 CONTRACTOR'S RESPONSlB1LITY FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, andlor ovirners of the units and lot abutting the uniis 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, �rvhether reaf or asse�ted, 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 al1 liabiiity and responsibility of City for injuries, claims or suits for damages to any and alf persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants � dr agreements .performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does he�eby, 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 f�om any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of Cify, or their officers, agents, servants employees and/or owners of the units and lots abutting fhe 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 tf�at 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 darriages is outsianding for a period of six months following the date ofi the acceptance fior the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a re4ease has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding class, 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 tha� 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 expiration ofi the six-month period, the Director may recommend that final payment be made ifi all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. � . o"sit3ls� - - -- - -- - � SC-18 �' r � � l�J � � !J � � � � � l.� lJ� � � � '�I u PART Q - SPECIAL CONDITIQNS The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract wock from a Contractor against whom a c{aim for damages is outstanding as a �esult of work perFormed under a City contract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilities. � 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. � �1 l��J � � ls! �� #J L+�J L�J D-39 LEGAL RELATIONS AND RESPONS1B1L1TlES 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 Fo�t Worth General Conditions. 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 sha11, 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 boaks, 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 reasonabte 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 lNCREASE OR DECREASE IN QUANTlT1ES: The quantities shown in the proposal are �-� approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. �� 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. oa��iss SC-19 � � �' PART D - SPECIAL CONDITIONS� - --- LY When the quantity of the work to be done or materials to be furnished under any pay item of the c�p.tract i�le��X�ia� 75%��th�q�antity st�ted=icr�l�e contF�act�uvh�ether stat�d� °'O�ier or �6y 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. � In the event Owner and Contractor �re 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°/a 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 worlc wifl include the cost of all workmen; foremen, time keepers, mechani�s and laborers; all materials, supplies, trucksx equipment rental for such time as actually 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 Di�ector of Department of Engineering will d�rect 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 equipmerit 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 �vithin the actual field cost as herein specified. Upon request, the Contractor shall provide the Director ofi Department of Engineering access to all accounts, bills and vouchers refating thereto. D-42 CUTTlNG OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing sha!! be subsidiary to the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Projeet signs are required at all locations. It shall be in accordance with'th� attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be 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 shalf.have the following information: For Questions on this Project Calf: (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 scabsidiary cost of the project and no additional compensation will be allowed. 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 shalf be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand osti�ss SC-20 � � L!! ,� � � � 1� Q1 � � � � � 1!J � LJ � I� l�J PART D - SPECIAL GONDITIONS cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. 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 instailed 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 j-j 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. 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 Q 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. � � � L�J ;� � L*� � � 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 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 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. D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement ar� Trench Repair for Utility Cuts Figures 1 through 5 refer to using 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. � ��ss SG21 � PART D - SPECIAL CONDITIONS D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench ex��ation a� _ ba�f��l� under�iarkin�lots, °dri�einiays, grav�l�ur��bads; w�i �iin easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill 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 widths 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, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. B. TRENCH BACKFILL: Trenches which lie outside _of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Exaavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engirieer 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 maferial, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.19 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 t�e 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) C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements sf�all be compacted to a minimum of 90%_ Standard Proctor Density (A.S.T.M. D698) by means of tamping only. Trenches which lie under existing or future pavement shall be bacicfilled 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 os�i�ss SC-22 � �� l �J � � � �� .11 �` �I �I �� l L#. I � � � L•I l�J PART D - �SPEGIAL CONDITIONS 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 piaced in lifts appropriate to the material being used and the operation can .be performed without damage to the instalfed pipe. The City, at its own expense, will perfo�m trench compaction tests per A.S.T.M. standards on ali trench backfiil. 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 3Q0 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 fayer to be tested or providing trench safety system for tests conducted by the City. D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfi{I, and � labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. L�J � 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 for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. . A11 �required paving cuts shall be made with a concrete saw in a true and straight line on both � sides of the trench, a minimum of twelve (12) inches outSide the trench walls. The trench shail 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 shalf be Q maintained in a serviceable condition until the paving has been rep{aced. All residential driveways shall be accessible at night and over weekends. � 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. � C�� 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 finrelve (12) inches outside the trench wall nearest the center of the street to the gutter 1ine. The pavement shall be replaced within a maximum of five (5) working days, providing job D placement conditions will permit repaving. If paving conditions are not suitable far repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. � �.1 � � A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance wiih Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering w'ill� inspect the paving repair after construction. This permit requirement may be waived if work as being done under a Performance Bond and inspected by the Department of Engineering. D-51 pa�i�s TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: SC-23 PART D - SPECIAL CONDITIONS ° A��C�fE�.�Tbis�spesi�i�a#i��ver��e��e��k�safety requirements for all� "tr�n�fi--- 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: TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. � � , � 3. SLOPING SYSTEM - Sloping means excavating to form sides ofi 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 cari 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 cade- ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or shesting. � 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, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D-52 SANITARY SEWER MANHOLES: A. GENERAL: The installation, replacement, and/or retiabilitation of sanitary sewer manholes 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 manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2=14 Vault and Manhole Construction of the General Contract oai��ss SG24 � �. � � U � � � l_!� :� � � � � � � � � � PAF�T D - SPECIAL CONDITIONS Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. .3. L{�T HOLES: All lift holes shall be p{ugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the �nside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. � Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS�: All lids shall have pick slots in lieu of pick fioles. Manhols frames and covers shall be McKinley, Type N, with indented top design, or �qual, �nrith pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surFaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is fiour (4) fieet or less. A11 shallow cone manholes shall be built in accordance with Figure 105. Afl shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be' installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type perFormed O-ring rubber gasket shall require Bitumastic joini seafants as per Figure M. os��ss SC-25 PART D - SPEC[AL CONDITIONS Zhis =sealant,: s�iai�b�pre-formed .ar�d trowelabf�Bitumastic :as: r�anufactured=by Ker�t4 Seaf, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elsments. The manufacturer 'shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: INSTALLATION O� JO1NT SE�LANT: Each grade adjustment ring and manhole frar�e shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned o� dirt, sand, mud, or other foreign matter. A primer shall be applied fo all surFaces prior to installing the joint sealant in accordance with� the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to �the placement of the pipe in �the trench. After removal of the protective wrapper, the joint sealant shall .be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTiNG MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhofe to expose the enfire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhote frame from the manhole stn.rcture and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as defermined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. ln brick or block manholes, replace the upper portion ofi the manhole to a point 24 inches below the frame. lf the wails or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or- frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris- and voids- to ensure a watertight sea1. Place flexible gasket joint o�i�s`s SC-26 �� L� ��' L�J 1� � �' � � � � LJ � � �� , �� l!�J 0 l� l�J � PART D - SPECIAL CONDIT{ONS material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be �used to obtain finaf surface e�evation of the manhole frame. In paved areas o� future paved areas, castings sha11 be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. � 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of _14 mils dry film thickness. L�� LJ 4. The exterior surface of all pre-cast section joints shall be thoroughly c{eaned with a wire brush and then waterproofed with a 1!2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include � all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joinf sealing, lift hole sealing and exterior surface coating and pavement repair. � � The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for con�truction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair, � The price bid for� adjusting and/or sealing of existing manholes shall include all labor, � - equipment and materials necessary for adjusting andlor sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. � �*J � �e' L�J L�J Payment for concrete colfars will be made per each. Payment for manhole inserts will be made per each. D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling ofi tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum ofi 24 hours advance notice shall be given when taps wi{I be required. Severed service connections shal) be maintained as specified in section C6-6.15. � A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection o��ss SG27 __ ..._ . ti� �� #J PART D - SPECIAL CONDITIONS and furr�ish a new tap. The fittings used for vertical adjustment shall consist of a maximum -bend�o�4�=degrees.=�e#ap shall�be��eatedso as=t��ine-�p�vith the=se�ris� lir�e and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. B. SEWER SERVICE REPLACEMEN�: All building sewer services encountered during construction shall be adjusted and/or replaced by 1he Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed at a minimum of�two (2) percent slope or as approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps.- _ Payment for work and materials. such as backfill, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall"be included in the linear foot price bid for sanitary sewer service line replacement. Payment°for all. work and material invo,lving the "tap" shall be included in the price bid for sanitary sewer service-taps. ' - •� D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any 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 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. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. 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 derr�olished in place to a point not less than 18 inches below final grade. The concrete vault 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 existing .surrounding surface and grade. �� F i ��1 �9 Sli-ZU � � � � � L'" I � l�� L�! L1 � � LJ '� !J � L� '.�J � PART D - SPECIAL CONDITIONS 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 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. 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. PaXment for workinvolved -- in tra�(�filli�",-plugging ofi pipe(s) an3al( ofher appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including 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. Surf. ace restoration shall be compatible with surrounding surFace. 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 and all costs incuRed will be considered to be included in the linear foot bid, priceiof the pipe, unless separate trenching is required. � - - 08i13i99 SC-29 � PART D - SPECIAL CONDITIONS J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be #�e�Co�twaetor's F�esponsibilit�#o proper�y dispose�of all r:er�ao�.�t.ed �ipe. All:6er�oved :�alves,. 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. 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 WARNING TAPES: Detectable underground utility warning tapes which ca� be located from the surFace by a pipe detecior snall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, fnc. or approved equal, and shall consist .of. a minimum thickness 0.35 �mils solid aluminum foil encased in a protectiv.e inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents 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 uni# weight of� 2'/z pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: � - TvAe of Utilifv Color Code Water Sewer Safety Blue Safety Green Leaends Caution! Buried Water Line Below 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 befinreen 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: Joints shall be wiped and then inspected for proper insfallation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. 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 sF�all be changed to the word Flagmen. B. In the first paragraph, lines five (5) and six (6), change the phrase "take all sueh other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIL/FILL 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 ... _.... oai��ss SC-30 � � � � IJ � �� ' � U' �� `� � L�J � � � � � � � � � l!�J � � � LJ � l!�J �' � PART D - SPECIAL CONDITIONS Worth's F{ood Plain Administrator ("Administrator"), of the iocation 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 Fo�t Worth (Ordinance No. 10056). A!! disposal sites must be approved by the Administrator to ensure that filling is not occuRing 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 sha11 remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. - - D-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 fumished, it will be approvable, as th� "��lar trade-�a� �vas�sed 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 1-esponsibility 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 fhe acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. � D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER a � � � � L.! A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enfargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), sha{I be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect th� sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring ction from 15 to 45 degrees in all size lines designated _ to be cleaned. Equipment sha11 a�so include a high-velocity gun for washing and scouring oa�i�s SC-31 .�.. � PART D - SPECIAL C�NDITIONS manhole walls and floor. The gun shall be capable of producing flows f�om a fine spray to a�splid str��.�he�quip�ent�s�iall_carry=it��w�water•tar�k,�auxiliar�y=�ngit�s,�p�, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utifized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be c{eaned using high-velocity jet' equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the .sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful`cleaning cannot be performed or equipment �ails to traverse the entire manhole section, it will � be assumed that a major �blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in rrormal working procedures, the wat�r shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by ' the hydrant. Before using any water from the City Water Distribution System, the Contractor shall appiy for and receive permission from the Water Department. The � Contractor shall be responsibfe for the water meter and� related charges for the setup, inc{uding the water usage bill. All expenses shall be considered incidental to cfeaning. 3. DEBRIS FtEMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semiso(id material resulting from the c(eaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section; which cquld -cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operatio�s shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost io the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. � 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television moniior, and other component`s of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. 8. EXECUTION: _: �[::1�ie:ie:�-�:�;.i:iii ost�;�ss SC-32 � E�' � � � � � L� �i � � V�l � L� l� �l L� i � � �� PART D - SPECIAL CONDITIONS 1. TELEVISION INSPECTION: The cam�ra shail be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view o� interFere with proper documentation�shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, �`j telephones or other suitable means of communications shall be set up between the two �.i manholes of the section being inspected to ensure good communications befinreen members of the crew. � �� L1 � ILJ �� The importance of accurate distance measurements is emphasized., All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the � television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. � � � � 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. � -- t7�13�J9 Equipment shall be provided to the City by the Contractor for'review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good tape of the line at no additional cost to the City. If a good SC-33 L�J PART D - SPECIAL CONDITIQNS - - - -- --- - - - �- tape cannot be provided of such quality that can be reviewed by the Engineer, no �ayment��Ftelevisirag�tl�i�p�rtion s�al�be=a��ade-�A�so�a payr�e�t�hall be��naa�e�or portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR�TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall -be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually #elevised. The Contractor shall provide the Engineer with tapes of �a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by°the Engineer including collection and removal, transportation and disposal of sand and debris from the_sevirers to a legal dump site. _ Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. � The primary purpose of cleaning is, for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City� makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for N Inspections. The cost of retrieving the N Camera, under all circumstances,, when it becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping i-equired to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-63 , VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govem the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. osit�ss SC-34 a Q .�I f�J � PART D - SPECIAL CONQITIONS The sewer lines entering the manhole shall be plugged and braced to preven� the plugs from be�ng drawn into the manhole. The plugs shafl be insta�led in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be p{aced inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve cfosed, the level of vacuum shall be �ead after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: 11 Table I �,.i MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hc1(10"H -g 9"H�) (SEC) j"� Depth of MH. 48-Inch Dia. . 60-Inch Dia. (,} (FT.) Manhole Manhole 0 to 16' 40 sec. �- 52 sec. � � � O 18' 20' 22' 24' . 26' 28' . 30' For Each Additional 2' 45 sec. 50 sec. 55 sec. 59 sec. 64� sec. 69 sec. 74 sec. .. 5 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of � vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole whi�,h fails to pass the initial test �must be repaired with a suitable maierial which conforms to the construction material of the manhole. The manhole sha11 be retested as � described above until it has successfully passed the test. C'�l,��y�� y w„ �Nletian of a successful test, the manhole shall be restored to its normal (j condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be U removed and disposed of in a manner satisfactory to the Engineer. � � � � � � C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. - D-64 BYPASS PUMPiNG: The Contractor shall bypass the sewage around the section or sections of sewer to be rehabiiitated and/or replaced. 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 har�dle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting `flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. � os�i�s _ __...... ..... SC-35 I 1 _- '_' _ - _' _ _ -_ _ _ _- - - I PART D - SPECIAL COND1TIaNS � D-65 POST-CONSTRUCTlON TELEVlSION IN�P�TtQ� S�NITARY SEWE�: _- A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television' camera used for the inspection shall be one specifically designed and constructed fior such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system sha11 be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for ar► unsatisfactory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the teleyision camera be pulled at a speed greater than 30 �feet per minute. Manual winches, �power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the.camera through•the sewer line. Wfien manuafly operated winches are used to pull the television camera through the line, °telephones or other suitable means of communications sFiall be set up between the finro manholes of the section being inspected to ensure good communications between members of the crew. � The importance of accurate distance measurements is. emahasized. All television inspection video tapes shall have .a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage af the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced os��siss SG36 � �r� � l!�l �] L�J �� I ai �� L �J � � � � � 'I t'!l � LJ �� lJ � O � PART D - SPEClAL CONDITIONS to stationing as shown on the plans. A copy of these teievision logs will be supplied to the City. 3. PHOTOGRAPHS: television picture Engineer, as lon . operations. lnstant developing, 35 mm, or other standard-size photographs of the of problems shall be taken by the Contractor upvn request of the 3�as such photographing does not interfere with the Contractor's 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a r'naximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to ttie Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Enginesr. If the tapes are of sucfi Qoor oualitv that the Enqineer is unable to evaluate the conditian of the sewer line or to locate service connections, the Contractor shall be requiced to re- televise and tirovide a pood tape of the line at no additional cost to the Citv, lf a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes �annot be negotiated with the television camera. � D. PAY-MENT OF POST-CONSTRUCTION TELEV1S10N 1NSPECTION OF SANITARY SEWERS: The cost for post-construction Television lnspection of sanitary sewers shall be � per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a � qua4ity that the particular piece of sewer can be readify evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Enginesr. � a � � ,� � � Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its awn expense, certifications by a private laboratory for all materials praposed to be used on the project, including a mix design for any asphaltic and/o� Portland cement concrete to be used, and g�adation 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 days prior to the placing of concrete using the same aggregate, cement, and mortar which are - -_ :::� o�r�s� SC-37 PART D - SPEC[AL CONDITIONS to be used later in the concrete. The Coniractor shall provide a certified copy of the test r��ults:to the City. - _ � C. Quality contro! testing of in-place 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 deerraed to be included in the unit price for the item being tested. E. The Contractor shal{ provide a copy of the trip ticket for each load of fill material de4ivered 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 neeessary 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 finers, rubble {iners, baled-hay reiards, 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, Elearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow- and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. 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 instalfation 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 finish grading, mu4ching, seeding, and other such permanent pollution-control measures current in accordance wiih the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. as�i�s SG38 � � � � � LJ �� LJ�' � � � � � � � � , � I� � PART D - SPECIAL CONDITIONS 2. When work areas or material sources are located in or adjacent to live streams, such areas shail 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 bar�iers 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. � lJ L1 � l� � �� l�' � I�J C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide ' temporary erosion control shaA be considered subsidiary to the contract and no extra pay will be given for this work. D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. ,The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall - be made to an owner prior to his driveway being removed and/or rebuilt. D-69 PROTECTION OF TREES, PLANTS AND S01L: All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to�or better than existed prior to start of work. Any trees or other landscape features scarred ar 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,;T 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. Prod�cts and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. 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: L�J 1!J 1. At the Time of Contract Document Execution • ED-� 03-Contractors Act of Assurance • ED-104-Resolution os��s� SC-39 i� PART D - SPECIAL CONDITIONS � Work rec�uired: to confortn to_�hese requirements shall b� considered- subsidiar�-�nd na-=�xtra payme � will be made. The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING AND SEEDI,NG: This item shall be performed in accordance with 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. ._ . CONSTRUCTION METHODS: `fopsoil 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 ofi topsoil parkways. 2. �SODDING DESCRIPTION: Sodding will cansist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between 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 healthy, virile root system of dense, thicicly matted roots throughout a two (2) inch minimum thickriess ofi native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense; thickfy matted roots throughout a one� (1) inch minimum thickness of native soil attached to the roots. The sod shal! be free from obnoxious weeds or other grasses and shall not contain any matte� deleterious to its growth or which might affect its subsistence or hardiness when 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 m�terial shall be planted within three days after it is excavated. _ � o�i�� SC-40 l�1 � � ,� � I� � L�.� l� � L�1 L�' � t�, l�l � � � � � � _ ,� � � PART Q - SPECIAL CONDITIONS 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 pertormed 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 paraliel to the curb line or sidewalk fines, twefve (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 thres (3) inches square shall be placed on twelve (12) inch centers at propec depth so that the top of the sod shall not be more than ane-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing rnay 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 finrenty-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 blocks 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 1eft in the block sodding shall be filled with additional sod and �tamped. The entire sodded area sna11 be ro{led and tamped to form a thoroughly compact solid mass. Surfaces of b{ock 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 block 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 � shalf be subsequently watered at suc� t�mes a� �u �� a ma�ner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. � �t � � ,U 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. i��dL•1�� a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type ofi seed, and that the seed meets a11 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 shafl be within nine (9) months of time of delivery to the project. Each variety of sesd sha{I be furnished and de�ivered in separate bags or containers. A sample o�i�s _..... _ SC-41 PART D - SPECIAL CONDITIONS _ _ - - �} of each variety of seed shall be furnished for analysis and testing when directed by the En,g��r � K - , The specified seed shail 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 Puri 95% 95% 95% 95% 95% 95% Germination 90% 95% 90°l0 90% 90% 90% ' Tabl`e 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for � Sandv S�oils Dates Eastern Sectionsl (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 fAll Sections) Aug 15 Tall Fescue to Western Wheatgrass May 1 Annual Rye Total: 50 50 50 100 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 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 the seed. b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparafion 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 os�a�ss SC-42 � � � � � � L� � � � �I �� ' �I �� U� t�J � L� � PART Q - SPECIAL CONDITIONS . of seed is by hand, rathe� than by mechanical methods, the seed shali be sown in two directions at right angles to each other. Seed and fertilize� 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. 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. D 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 by mechanical methods, seed shall be raked pr � harrowed into the soil to a depth of � approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. � C�J � � �I L!J � � `� LJ � � ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall 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 �o 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 finio 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. 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 #he 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 ................. osi'��ss SC-43 PART D - SPECIAL CONDITI4NS to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate s�oit,�enetratior�. . _ __ � �.-� _ _ - - _ -� * 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 close 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 arad 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 s�bstitute a fertilizer of a different analysis, it shall be a pelletect or granulated fertilizer with a lower concentration. Total amount of nutraents fumished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in .the Drawings and proposal, pelleted o� granulate� fertilizer shall be applied uniformly over tlie 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 powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all-types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. - 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 fumishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. o�t�ss SC-44 � � , � .� � I� � � � � �� PART D - SPECIAL CONQ,ITI�NS All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" o� "Sodding" bid items and will not be paid for directly. "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: 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 the responsibility of• the contractor to implement and maintain� a variable °CONFINED SPACE ENTRY PROGRAM° which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permif required confined sp�ces". Contractors shafl submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicab{e manhofes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving wock in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECT10N1�INAL INSPECTION: 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. " 2. The inspector along with appropriate City staff and the City's consultant shall make an � inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. � � � � .� .� 3. The contractor sha11 take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. 4. Payment for substantiat comgletion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. 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 limbs, tree trunks, and tree roots at each work site. A11 such measures shall be oa�»s SC-45 PART D - SPECIAL CONDITIONS considered as incidental work included in the Contract Unit Price bid for appiicable pipe or structure installation exce t for sh�rt t��nel�gL�re�� c��ng __ _ : 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 a�ea. 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 feast 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 roat system within the drip line area of any tree. 5. Before excavation (off the roadway) within the �drip line area of any tree, the earth shaA 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 consiruction shall be removed and replaced with the same type arid diameter- tree at the � contractor`s expense. � 8. Contractor shall empby a- quafified landscaper for all the work required for tree care to ensure utilization af the.best agricultural practices and.procedures.._ . 9. Short tunneling shall� consist�of power augering or hand excavation. The tun�e! diameter shall not tie larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. 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 encasement 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 ofi the concrete encasement. D-78 CLAY DAM: Clay dam construction shall be performed in accordance with the Wastawater Clay Dam Construction, figure in the Drawings in these Specifications, at locaiions indicated on the Drawings or as directed by the City. Clay dams shaH be keyed into undisturbed soi! to make an impervious barrier to reduce groundwater percolation through the pipefine trench. Construction materia! 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- Hple), 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 exploratory 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 oaii�✓ss SC-46 - - - �i � � � �� T r �l �� O � '�J � � O � � � � L�J � n� `'t�s^ oa� s PART Q - SPECIAL CONDITlONS elevations of existing conflicting utifities) to the City prior to the start of construction of the entire project. {f the contractor determines an existing utifity is in conflict with the proposed facility, the contractor shall contact the engiheer immediatety 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 the 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 fiull compensation for all materials, excavation, surface restoration, field surveys, and al1 incidentals necessary to complete the work, shall be the unit price bid. No payment shalf be made for exploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FAGILITlES 80.1 Polyvinyl Chloride (PVC� Water Pipe: POLWINYL 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 sha11 have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and a11 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 AVW1/A "C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E?-9 in Material Specifications of General Contract Documerits and Specifications for Water Department Projects. The steel casing pipe sha11 be supplied as follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and refated sections in AWWA C-203. Touch-up after field we{ds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such� as manufactured by Cascade Waterworks- I'r/lanufacturing 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. SEWER: 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. SC-47 �l PART D - SPECIAL CONDITIONS � 3. PAYMENT: ,� � �� ,�� _ � _ -�- _ ___ - - _— - ��.-.,�. Payment for �all ematerials; �I'ab6� e�iiipment, excavat ori; 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 existing line tie-ins befinreen the contract drawings and what may be encount��ed 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 pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of -existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing maii-ns in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made .ta keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construcfion Services, Phone 871-7813,.at least 48- hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 fNTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDIT{ONS OF THE WATER DEPARTMENT-GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFfCATIONS. The Contractor shall notify the_ customer both. persnnally 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-lns: 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. - Payment for work such as backfill, tredding, fittings, blocking and all oiher associated appurtenants required, shall be included in the price of the appropriate bid items. 80.7 Water Services: The relocation, replacement, or reconnection of water services 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 ifi required approved manufaciured service branches. A11 materials used shalf be as specified in the Material Standards (E1- 17 & E1-18) contained in the Generaf Contract Documents. oa�i�s — -- --- ` � SC-48 � � � � � O � �� LJ L! �� E�' � � m � � � � PART D - SPECIAL CONDITIONS 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, �nd 1-inch corporation from the main line to the meter box. � All services which are to be replaced or relocated shall be installed with the service main ("'j tap and service line being in line with the service meter unless otherwise directed by the �j Engineer. � � b"J � � A minimum of 24 hours advance notice shall be given when service interrupti�n will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All 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 water service in the proposed (ocation and receipt of a meter from the project inspector the contractor shall install the meter. The meter box 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 performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street ,reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb � stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind � Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. � � � L�l � 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 Taps to Main. 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 fumish 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 cop�er service line used in excess ofi 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 propdsed 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 senrice tap through the meter. Only relocations made � - - �8�13�.99 SC-49 � PART D - SPECIAL CONDITIONS - - -- � perpendicular to this centerline will be paid for separately. Relocations made along the centeriine will be Qaid of i�i f�,ei of copp�r se�vice��i��,._ : _- �__ �_ -` When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and ali materiais, labor, and equipment used by and for the licensed plumber shail be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for a11 service meter and meter box relocations as required by the Engineer when the service line is not being repfaced. Adjustment of only the meter box and customer service line within 5 feet distance� behind #he meter wi{I not justify separate payment at any time. Locations with multiple service branches will �be paid for as o�e service meter and meter box relocation. 4. � �� NEW SERVICE: When new services are required the contractor 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 IQck wings shall be _included iri the Linear Foot price bid for Service Line� from Main to Meter five (5) feet behind the rrieter. Payment for a11 work and materials such as tap saddle, corporation stops, and fittings s1�aN be included in the price bid for Service Taps to Mains. Payme�at for all work arid �materials such as furnishing and setting new meter box sHall be inctuded in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is appficabfe for the size of the existing service meter and approved by the Engineer. . __ ............. . o��vss 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 to 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 ser_yice. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shafl be required at the temporary service point of SC-50 �� J �� i� � � �� L� � � PART D - SPECIAL CONDITIQNS 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 dir�ected 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. , � � O 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, shall be included in the appropriate bid item. 80.9 Adjust Manholes, and Vautts (Utiiity 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. 80.70 Adjust Water Valve Boxes: Contractor will be responsible � valve boxes to match new pavement grade. The water valves adjusted, if necessary, by City of Fort Worth Water Department forces. O � l�, ��I �� - -- ;oszi�s for adjusting water themselves will be 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 senrice 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 materials for construction of the project, including appropriately sized Rpipe 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 24 hours and shall not be less SC-51 � PART D - SPECIAL CONDITIONS than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitarr�sew�r�ste�mm.,�Shqu�,dfa saniiary sev�c,er n0��e av�ailable,�h��rinafe�`wa�e�'sfialf be "�-c�i'� lorinated" prior to disposal. The line may not be placed in service until two successive. sets of samples, taken 24 hours apart, have met the established standards of purity. 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 the linear foot bid price of the pipe. � 80.12 Work Near Pressure Plane Boundaries: Contractor shafl take note that the water line to be replaced �nderthis contract may cross or may be in cfose pro�imity to an existing pressure p{ane �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 SampCe Station: 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. The appropri�te 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 Fie1d Operaiions Warehouse. � PAYMENT FOR FIGURE 34 INSTA�LATIONS': Payment for all� work and materials necessary for the installation of the 3/4-inch type K copper senrice 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 siop, fittings, and an incidental 5-feet of iype K copper service line which are required to provide a complete and functionaf water sampling station shall be included in the price bid for WateF Sample Stations. PAYMENT FOR FIGURE 33 INSTALLAT{ONS: Payment for a{{ work and materials necessary for the installation tap saddle, gate valve, 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, modification 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 Duct�le Iron and Gray Iron Fittings: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11- Cast lron Fittings: the first Paragraph shall be revised to read as follows: - . 08l1;3199 �_ _ �l SC-52 � � � � E� � tJ ,Ll� � � � �� U� II� � �� PART D - SPECIAL COND1T10NS E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTiNGS: Ail ductile-iron and gray-i�on fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. � Ail ductile-iron and gray-iron fittings, valves and specials shall be wrapped with 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 polyetfiylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle sha{{ be included in bid items for vales and fittings and no other payments will be allowed. D-81 SPRINKLING FOR DUST CONTROL: n All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall U apply. However, no direct payment will be made for this item and it shall be considered to this contract. � D-82 DEWATERING: j'� The Contractor shafl be responsible for determining the method of dewatering operation for the {�, water or sewage flows from the existing mains and ground water. The Contractor shall be _ responsible for damage of any nature resulting from the dewatering operations. � .IlJ !�i The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to"a construction and all costs incurred will be considered to be included in the projecf price. D-83 TRENCH EXCAVATION ON DEE,P TRENCHES: 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: n A. s� B. �1 U C. � � REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Ve�meer 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). os✓��s SC-53 �l PART D - SPECIAL CONDITIONS � E. F. �� 3. Surveyor's Plastic_Flaggi�ng: "�und�a" weight,-l�ternationai flu�scent orange or red ' colo'r. 4. Combination Fence: Commerciaily 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 spec�fiea equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the unclisturbed root zone. 3. Backfill and compact the trench immediately after trenching. • 4. Place a 3-foot wide by 4-incl� deep cover of mulch aver the trench as required by the Engineer. 5. Within 24 hours, prune �flush with ground and backfill any exposed roots due to construction � activiiy. Cover �vith 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 maximurn cut or fil1, with no roats over 1-inch diameter being cut un4ess cut by hand or cut by specified methods, equipment and protection. � . MULCHING: Apply 2-inches to 4-inches of wood chips from trimming o� clearing operation on areas designated by the Engineer. Tree Pruning shall be considered subsidiary to the project cbntract price. � � � � f� � LsJ � � u � a�i�ss SG54 � � � U � . � � �� L� PART D - SPEC(AL CONQITIQNS 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. � L�! I� O � �i �! �'J � �� I�l ��i i 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 geology of the site. Tfie cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. a��,�9 SC-55 ��1 � PART DA - ADDITIONAL SPECIAL CONDITIONS � DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMITTED) ................................ASC-3 L�J u � � �� ► � � �� DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ......................................ASC-8 DA-3 PIPELINE REHABILITtiTION FOLD AND FORM PIPE (OMITTED) .............................. ASC-15 DA-4 SLIPLINING(OMITTED) ................................................................................................. 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 ..................... ASC-32 DA-8 MANHOLE REHABILITATION ITEMS (OMITTED) ........................................................ ASC-35 DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITTED) ............... ASC-45 DA-'(0 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM (OMITTED) ASC-46 DA-11 INTERIOR MANHOLE COATING -,QUADEX SYSTEM (OMITTED) ............................. ASC-48 DA-12 INTERIOR MANHOLE COATING - SPRAYVVALL SYSTEM ......................................... ASC-51 DA=13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ..................................... ASC-54 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER(OMITTED) ASC-56 -- � _ .: I7A,15.;INTVERIO�t t1l�pNH01.� COAT�NG STRONGxSEAL;S�!STEM ..._;:; _, _ s _ . :y. _ __ , .__ ASC �59: - � , �..:: D�► �6 kRIGID'_�IBERGLAS;S MANHO�E LINERSa{OMITTED} _ . ` ��_:: .�- - -.x_:�. .,._ .. :.: ....... :�SC 61: - DA 17 :P1�C LINED CONCRETE_'�!U'ALL RECONSTRU�TCO�_�OMfTTED� __ _.__��A. _ ASC,64 _ . . DA��8rPRESSURE�Gt�O:UTING,�QMITfED)::,�_:�....�w�.. � �_.:.__��.�. _�:: .�. �.�.::.... . .�.� �.::w� _� r=_.�, _...:�4SC 67 , : DA'�9 Vq,CUU(1t1_TESTING OF aREHABII..iTATEQ MANHOLES:(OMITTED�p „, *;, __ _�,.�SC 70 DA 20 FIBERGLASS NtANHOLES OMiTTED � � � x ��: ......�..�..m,.�� .. ...:�_ (__.�� __...�._�...�_�' ' : ASC 73 .___.___, _ ....�.�. _._. �: � DA �'f LfJCATION�.AND_EXPOSURE OF MANHOt€S AND_1!U%A'TER UAL1l;ESx_(Q,�MITTED) __ ASC ,77 .: I]i�4 22 REPL4CEMENi QF CQNCRETE CURB AND. GUTTEI� . _ ' k qSC 78 _ ...._ wr...:wt . ....._ : ., ._. D� 2�. REPL4C�MENT OF 6" eQNCR�TE_ DRIVEWAYS� w',� �,;,! � _,_ ASC 78: - .-- DA24 REPL,4C�MENT O� H M.A C PAVEMEN�AND BASE ;; ... :__ ;' �% ;: __ qS�.79. - - . DA� 25..:�RAD.ED_C}3USHED STONES (OMITTED�; ..v __ ; . : _._...:: � _..._� »' _ ��_....'ASC 79; .._ -- - - - _. I3A 26 1NEDGE II�IILLING;2° �0;0„ DEP�'H v 0'1lVlDE (OMITT'ED)--. _,,. _ _ _ .- ,--.. _. _ :. .._ __ ASC 79 a4i�r,�ss ASC-1 � �'�� PART DA - ADDITIONAL SPECIAL CONDITIONS �: I Q _ .. DA 27° BUTT JOINTS �UIILLED �.fJ.M1�Ep}� . . ......:.. .... R_: ��. �:. __._.. .. . _..._. . . .._� �. _ __. �._ _ _._._.. .._ - �' s •- _ _ _. ._. .� � :-� ..._ • .. _ � � � _� . _. ASC $p. -:_ DA 28'.2°_H.._M A G, SURFACE GOU�SE,(TYPE "D"_MIX) (OMITTED�,. .t:� _ . ..:,.,,_ . ,__.._.__ '. ASC_$1: _ ,, . . . .. .. _ � . .,. DA. 29: REPLACEMENT.OF._7" CONCRETE UALLEY GUTTER (O...M. lTTED) ... ...: ....,..ASC: 82 DA 3,0 NEW 7" CONCRET� VAC.LEY GUTTER (OMITTED�__.;:_ .. ___.:_.� _.. _.':: __:�..,.. _ � .� .. :._:,.ASC.82 ,DA 3'1 __NEW 4" STAN�ARD 1Nk1EELCHAiR RAMP _(OMIITED)_ _._�.. __ _ ! _ __; _ . . _ F _ASC 83 _ ,. _._ >_ _ DA ;32 _8"_PAVEMENT:Pi1L�E�2IZRTI�N. �OMf�ED) .... .. .. _ _ . _. � _ . .._ _._: ASG _84 DA.. .3.3� REtNFORCED^CONCRETE PAVEM��IT:OR BASE,�UTILiTY CUT) . . ...� . r... _. ; ., _.._ . �SC .;$4 ,DA 34 RAISED PAVEMENT MQFtKERS:�OMITTED) __ h__ _ _, _� ' - �....;..ASC _85; � LJ LJ � � � ,DA:35 PO�ENTIALE.Y PETI�OLEUNF CONTANIINATED MATERIAL �ANDLING �OMITTED} , ASG 85 _. DA. �6 LOAD1fVG, TRlXNSPORTATIDN, PcND DISPOSAL OF �ONTAMINA�ED:S�IL_,{OMITCED) ASC 89 �� ... DA..:37_.ROCK RI.PRAP T�ROUT FILTER�FABRIC (OMITTED) z ; ASC_ 90 DA 38_CONCRETE PlPE FITTINGS;;AND�SPECfALS:(OMt't'fTED) . _ . . - _ _ _ : _ _ , : ASG}�JO � -0�:��9 asc-2 .i �' _ .�� I J �4 �� l a� �� l�J � Ls' PART DA - ADDITIONAL SPECIAL CONDITIONS - A-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE: (OMIITED) DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: � 1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting � the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. � L" �� Li O ��1 i i� 'i� �' � � � � =. � : 04�1 �9 2. Methods: This section specifies the approved system method or process to include all labor, materials, tools, 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, io, Part wD, SPEG1At, CONDITIONS aD'a6;1; S1BS�lTU,T10NS for information� regarding pre-approval procedures for alternative processes. , 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" ma� 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 b'y the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the ASC-3 � PART DA - ADDITIONAL SPECIAL CONDITIONS - -�l polyethylene pipe. Training shall be performed by a qualified re�resentativ_�� d,�t�mi�a�d=b,� tbe.,�ip�ma�ufa�turer.a �= _ _ �� _ � _= _- �� 5. Submittals: Submit for review and acceptance, the following Contractor's Work Pian 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 fittings if damaged. b. Location and number of inser�ion or access p+ts 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 shafl 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) 3) 4) Working drawings for information only showing .sewage flow bypass, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be #he Contractor's -res�onsibitity. � � 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. � b. If new pipe and fittings become damaged before or during insta{lation, it shall be repaired as recommended by the manufacturer or rep4aced as required by the Pcoject Manager at the Gontractor'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) polyethylen� pipe material conforming to ASTM D1248, Type III, C1ass C, Category 5, Grade P34, and have a PP1 (Plastic Pipe Institute) recommended designation of PE3408 and cell cfassification 345434C per `I14%f6l99 ASC-4 � � � a � D �I �l� �� 1 �i �l � � �] '�J E�� PART DA - ADDITIONAL SPECIAL CONDITIONS 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 shall 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 pipe shall be made of virgin material. No rework, except that obtained from the rrianufacturer's own production of the same formulation, shall be used. � d. Pipe supplied under this specificafion shall have a nominal IPS (Iron Pipe "Size) outside diameter. The Standard Dimension Ratio (SDR) and minimum pressure ratin4 of the pipe shall be SDR 17 - 100 �si. Pipe with a � lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. 2. � Tests: The Contractor shall be required to send submittals to the City of Fort DWorth on the production material. • a. The pipe manufacturer shall provide certification that samples of the D production product meets 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. a a � � C. � .� � '04E1 B%99 � b. The pipe manufacturer shall provide certification that stress regression testing has been performed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been performed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. SEWER SERVICE CONNECTIONS: 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 the full inside diameter of saddle outlet. 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of ASTM D1248, Class C, have stainless steel-straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on-$addle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or ��pproved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. ASC-5 PART DA - ADDITIONAL SPECIAL CONDITIONS � 3. Connection to Existing Service: Connections to the existing sewer senrice connections �i e s� b�mad�.usi�g fle�ibl��tplir�gs: -=y4fl fle�ibl�i�oup�liiigs 'sl�a(t`co�orm�ASTM C425 and shall be as manufactured by Fe�nco Joint Sealer Co., DFW Plastics, Inc. or approved equal. 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. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of the service connection pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateraf piping and shall be reconnected as directed by the Eng�neer. � 4. Senrice Interrup�ions: Service interruptions to homes shall not exceed 18 hours. Q 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 capa�ity and size to handle the flow without sewage backup occurring to facifities 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 duFing the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. 3. Sags in Sewe� Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pce- construction television inspection reveals a sag in the sewer line, the Contractor shall b�e responsible for bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flow. �he 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 ofi the pipe trench to a uniform grade in fine with the existing pipe inve�t or by other measures that sha11 be acceptable to the Engineer and the City. 2. Line Obstructions: If pre-installation (N) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent comptetion 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. a4�16199 __ ASC-6 � � � LJ �u � � �� LJ � � LJ l �J LJ �J � � � � � [� D � Q � Q � � � U � � E. PART DA - ADDITIONAL SPECIAL CONDITtONS 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 biocked at an upstream manhole and diverted to another sewer line or . downstream manhole below the segment of pipe 'to be inspected. N 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 ofi 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- construction video tapes shafl be corrected prior to commencing with pipe enlargement. � _ ln 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: Ins�ection of the pipelines shafl be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall be i� _ accordance with the specifications contained herewith for "P�e- and Post- Construction Television Inspection of Sanitary Sewer Lines". PIPE ENLARGEMENT SYSTEM AND PIPE INSTALl..ATION: � 1. Site Organization: L�J a. lnsertion or access piis shall be located such that their total number shall be minimized and the length of repiacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manho{e inverts and bottoms may be removed to permit access for installation equipment. O U � °04/16✓99 U c. Equipment used to perform the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requirements. 2. Finished Pipe: The installed replacement pipe shall be continuous over the entire lengih of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, ASC-7 _ _ � PART DA - ADDITIONAL SPECIAL CONDITIONS 3. 4. 5. 04l16/99 pitting, varying wall thickness, pipe separation, other deformities. Replac�rnent pipe w��h,�as�.es,��icks,,�bF�asio�s�o�-�py sa�h �thysica� d�age'whic�inay have occurred dur�ng storage and/or handling, which are largeNdeeper than 10% of the wall thickness shall not be used and shail be removed from the const�uction site. The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Erigineer. The invert and benches shall be streamlined and improved for smooth flow. Tfie installed. pipe shall meet the leakage requirements of the pressure test specified later. Pipe Jointing: a. Sections af polyethyfene repfacement� pipe ;sha11 be assembled and joined on the job..site above the ground. Jointing sha11 be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. . 0 c. 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 tf�e proper melt, pressure, and alignment., It shall be the sole-Fesponsibility 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 piQe is riot 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 Instalfation: � �tI L�' l!J � � �� L,� L �J �4 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. Pul{ 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 unti! 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. SAnchoring 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. ASC-8 � � � �� L�! � � r � L�J � (� 6. U � � � a a U D � D F. O � � � �iisiss � PART DA - ADDITIONAL SPECIAL CONDITIONS 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. Fie1d Testing: a. Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe bursUcrushed and prior to 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 extemal 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 inta 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 resufting 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 resultir�g from any ground water that may be over the pipe, shall net-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 Television Inspection of New Pipe: Refer to Special Condition fior Post-Construction Television lnspection of Sanitary Sewer. MEASUREMENT AND PAYMENT: 1. P� Pipe Installation: Pipe installation wi!! be measured for payment by the linear foot of pipe 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. Service Reconnections: Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be made for the quantities measured at the unit price per each listed. Payment shall include required excavation and backfill, saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer ASC-9 PART DA - ADDITIONAL SPECIAL CONDITIONS seniice lines to the �ehabilitated sewer. Payment shall not include pavement repiacement, which if re��ir�d, �h�_�p� paid separatel�. � _ - � __- -- 3. 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 Lines. � 4. By-pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated fior rehabilitation. The pumps and by-pass lines shafl 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 pipe enlargement. . 5. Subsidiary Work: Any damage to utilities and propecty, resulting repairs, temporary service costs, etc. shall be borne by Contracto�. 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. DA-3 FOLD AND FORM PIPE: ,(OfUI1TTaED) DA-4 SLIPL{NING jOMITTED) 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. 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 shal{ be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Tcansportation, or raitroad company, as applicable. B. MATERIALS: 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: a. Field Strength: 35,000 psi minimum. b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). c. Diameter: As shown on the drawings (minimum size requirements). oai�s�ss � ASC-10 . _..... ___ !�� L�J LJ �J �u L�J � � L�J � �� ' � LJ �� LJ � � e � I�' t�J l�J � � C. � � � �'� � � 3. D � a . � � ; 04/16/$9 a PART DA - ADDITIONAL SPECIAL CONDITIONS d. 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. 2. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. K� 4. Grout: Grout shaU 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 Where sewer pipe is required to be installed under �ailroad 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 intertere 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. Pits and Trenches: 2. a. {f 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 shaU 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. c. The pits of trenches backfilled immediately been completed. excavated to facilitate these operations shall be after the casing and carrier pipe installation has Boring and Jacking Steef Casing Pipe: Steel casing pipe shall be installed by boring ho{e with the earth auger and simultaneously jacking pipe into place. a. - The boring shall proceed from a pit provided for the bo�ing 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 senie as the centerline of the larger diameter hole to be bored. Other methods of maintainingy line and grade on the casing may be approved if acceptable to the Engin�er. 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 ASC-11 PART DA - ADDITIONAL SPECIAL CONDITIONS the extent required to aubricate cuttings. Jetting or sluicing will not be =pe�:mitte�l. . . . — 4. 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 removai of cuttings and installation of the pipe immediately thereafter. c. Allowable 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 t�ells 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�ar�d spigot area necessary for assembly unless otherwise specified. c. The Contractor shall prevent over-belling the pipe while 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 no# to float the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. 5. e. Closure of the casing after the pipe has been 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 required and directed by the Engineer sewer shall be constructed of bore and jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if necessary to achieve 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. � � � i`� � �� „�9 ASC-12 �► �� I� �J � L�J L�J LJ �I � l�J � L!J � CI l�J PART DA - ADDITIONAL SPECIAL CONDITIONS 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: yWhere the characteristics of the soil, the size of the proposed pipe, or 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. 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. � c. The space befinreen 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 ' befinreen 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 lnstalled by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for installation, for all preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary 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 SERUICE L�NE PqINT:REPA�R T CLEANOUT REPAIR A. GENERAL: The work covered 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 properiy. Point re�airs on orivate arooertv shall onlv be addressed after the Contractor has received, written nermission from the oronertv 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 haa�e it on hand at all times during construction. n The street addresses and approximate location of service u Table and the Field Survey Forms in Attachment responsibility to accurately field locate the exact point of repair .0 B. MATERIALS: � a:.4.f..1.:8/99 D� ASC-13 line repairs are stiown� in It shall be the Contractors PART DA - ADDITIONAL SPECIAL CONDITIONS � The pipe replacement material shall be gasketed joint, gravity PVC sewer pipe (ASTM D- 3034, SDR 26) and have a minimu� c�Jl �la��ificatio�of 1�454=A=or=�as �fi�n AST�'UF D=1784.- Insi'alla�ion shall be in strict compliance with the manufacturer, 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. EXECUTION: 1. After the location of the p�int repair is determined, the Contractor shall excavate and remove the damaged pipe and replace with new pipe. The minimum length of pipe replaced shal{ be three (3) feet. All work shall be performed bv a licensed alumber. Determine whether additional lengths of line beyond "minimum length" criteria need replacement. Report need for additional replacement to City and obtain approval before proceeding. � � 2. The Contractor shall excavate, shape the bottom of required pipe bedding so that the grade of�the replaced service line grade. � � � � � the trench and place the (� pipe matches the existing �.l 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 removaf of existing landscaping, structures, sidewalks, driveways,� etc. Items removed or disturbed sha{f replaced or restored to original conditions or better. . 4. Removal of Debris: Exce"ss excavated materia! 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��oint Repai�'. 5. Roof and Yard Drair�s: At�the locations indicated in Table' of the Qttachments. 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. 1n addition, the Contractor shall install an elbow fitting at the bottom of the downspout to direct runoff, away from the building, and a concrete splash pad to prevent erosion. 6. Disconnected Service Lines: At the locations 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 pluggi�g 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. oaii'.s✓�s ASC-14 L�J � LJ lJ � � � � �_�'. L � C�l l�J � LJ � L�' L�J PART DA - ADDITIONAL SPECIAL CONDITIONS 8. Cleanout Repair: The Contractor shaii 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. � � L�, 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 fhat 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. Properly owners should be notified 48 hours in advance of any work on their property. 3) The Contractor shall restore any disturbed surface to its original or better condition at no separate pay. D. 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 service 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 S.pecial Condition, D-53, "Sanitary Sewer Services". Q 2. Measurements for extra length repair is on a(inear foot basis for repairs in excess of the minimum 3 foot replacement length. LJ C�� {� _, LJ 04116/$9 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. ASC-15 � — � — _ _ __ _. —_ � -- � PART DA - ADDITIONAL SPECIAL CONDITIONS 5. Depth of Bury is to be measured from Natural Ground Level to the Flow Line of the_ Sanitary Sewer Service Line.a�.th�P�in��.ofsReplacer�ent=�he=minimtt�i �ench� � � _ - a = • - =v�rtlfh �lfiall be�'-�` -� 6. . All excavation, backfill, removal and replacement of grass sodding and landscaping, plu"gs, fittings, and splash pads shall be considered incidental to removal of yard drains, disconnecting roof drains and plugging disconnected service lines. 7 E� 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 Cantract 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 MANHO�E COATING FOR CORROSION PROTECTION: A. ' GENERAL: � � � 1. Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating �re listed on the construction dravvings: The structures are to be coated, including inte�ior-wall, top and bench surfaces. Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA-12 and DA-13) and the Manufacturers recommendations and specifications. 2. Description: The Contra�tor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. 3. 4. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall� be in strict accordance with manufacturer's recommendations. Corrosion Prote�tion: Cocrosion protection may be required on a{I structures where high turbulence or high H2S content is expected. 6. MATERIALS: �� l�y � L�J LJ � L� �J � � L�J l aJ L�' � 1. Scope: This section governs the materials required fo� completion of protective � coating of designated structures. 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall �as manufactured by Sprayroq, Inc. or a two-part epoxy�resin system using 100% solid� �I 04/1E✓99 ASG16 � . � __. _ . _..... . . ...... .. ...... ...... � � 0 a � D � a a � � . � C. � � � � D � � PART DA - ADDITIONAL SPECIAL CONDITIONS based epoxy binder with fibrous and flake fillers, is manufactu�ed by Raven Lining systems and designated as Raven 405. 3. Speciaity Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, ,!nc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Ideniification: The protective coating material sprayed onto the surface of the structure shafl be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system sha11 exhibit the minimum pF�sica{ properties as fallows: Properiy Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 Lonq Term Value 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, 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 ptotective measures to ensure that materials 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 coating material shall perform the spray coating operations and coating installations. � EXECUTION: 1. 2. 3. ; :, oaiie,�ss General: Protective coating shall not be installed until the structure is complete and in place. Prefiminary Repairs: a. All foreign materiafs shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (112) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. Protective Coating: a. The protective coating shall be appfied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shalf also be coated. ASC-17 � ---- — -- — - _ - -- — - - - - - � PART DA - ADDITIONAL SPECIAL CONDITIONS b. The protective coating shal! be installed in accordance with the manufacturer's �ecommen�ation,s and the followingt�r�cedur� 1) 2) 3) The surface shall be thoroughiy cleaned of all foreign materials and matter. Place covers over the invert to prevent extraneous material from entering the sewers. If required for filling or leveling, apply specialty cement product to � provide a smooth surface for the coasting mai'�rial. 4) Spray the urethane or epoxy onto the structure wa{I and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 5) The final applicatio� shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. , � 6) No'applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. - Testing of Rehabilitated Manholes: Testing of rehabilitated man�oles for watertightness shall be performed by the Contractor after' operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the battom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the wock and far furnishing a{! labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-8 MANHOLE REHABILITATION: (QMITTED) DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION: °(OMITTED) ' DA-10 INTERfOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM: :(QM1T"fED} DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM: (OMITt'ED) DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: I��er��71� 04l1 �9 _. ASC-18 � � C�l l�J LJ �il � �f L e� � � L� `�; l �� i I L� � 1. LJ �u ,� �� 2. 3. � .-� �� i 4. PART DA - ADDITIONAL SPECIAL CONDITIONS Scope This section governs all work, materials and testing �equi�ed for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule, listed in Part I. Interior'manhole coating shall meet the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. Description The Contractor shall be responsible for the fiumishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. ,Manufacturer's I�ecommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes � shall have a minimum ofi one-half (1/2) inch specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original � interior surface. � B. MATERIALS LJ LJ ��I � 1. Scope 2. � This section govems the materials required for completion of interior coating of manholes: Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufiactured by Sprayroq, Inc. Specialty Cement The specialty cement-based coating material sha{I be either Quadex QM-1 s.as j~] manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard t! Cement Materials. j�� 4 �� l�J � tX41..1..Ej9,9 Material Identification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows: Proaertv Standard Lonp Term Value ASC-19 L�J PART DA - ADDITIONAL SPECIAL CONDITIONS C. 5. Tensile Strength Fiexural Stress Fi'exuraf�l7�odulus Mixing and Handling ASTM D-638 AST�M D=7.�0 ASTM D-790 5,000 psi 1 �;000 p'si 550,000 psi Mixing and handling of specialty cement material and interior coating material, 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 materials are under control at all times and are not available to unauthbrized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perForm the spray coating operations and coating installations. EXEGUTION 1. General 2. 3. Manhole � coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. Temperature Normal interior coating operation shall .be perFormed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. � Interior Manho(e Coating a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. � � b. The interior coating shall be installed in accordance with the manufacturer's , recommendations and the following procedure. �, 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. LJ � 2) Place covers over the invert to prevent extraneous material from entering the sewers. � 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex � QM-1 s or Reliner MSP) smooth surface for the urethane coating material. 04l�6%99 ASC-20 ' � LJ I �J Dl 0 0 � �� a � D. � O PART DA - ADDITIONAL SPECIAL CONDITIONS 1. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 miis (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). " Testing of Rehabilitated Manholes a. Testing of rehabifitated manholes for watertightness shaN be performed by the Contractor after operations are complete in accordance with Section DA- 18. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per veitical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for perForming the work and for fumishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if ,required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shalf be paid for separately at the Contract Unit Price. � DA-13 fNTER10R MANHOLE COATtNG' RAVEN LINING SYSTEM: L�J �� LRJ �� L�J ��-, � 1. Scope This section govems all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed �in Section I. Interior manhole coating shall meet the . requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. 2. Description The Contractor shall be responsible for the fumishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. K� � � 04fiCa/y9 A. GENERAL Manufacturer's Recommendations � Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1s or Refiner MSP) sprayed or trowelled on coating over the original interiar surface. A�C-21 � PART DA - ADDITIONAL SPECIAL CONDITIONS � MATERIALS 1. Scope This section govems the materials required for completion of interior coating of manholes. 2. Interior Coating Raven Ultra High-Build epoxy Coating, a finro-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as �manufactured by Stand�rd Cement Materials. 4. Materialldentification Contractors will completely identify the types of grout, mortar, sealant, and/or root control . chemicals proposed 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. These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems andlor the grout manufacturers for the use of these grouting materials. 5. Mixing and Handling Mixing and handling of interior coating, 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 me`asures to ensure that materials 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. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating ; x , 04/16/9Q � 14SC-22 i � ' 4 � � � D � � � � � � O _ 4. a D � � LJ � PART DA - ADDITIONAL SPECIAL CONDITIONS a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule listed in Part l. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, inciuding the bench/trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-9, SUR�ACE PREPARATION FOR MANHOLE RESTORATfON. 2) Apply a minimum of one-half (1/2} 'snch specialty cement-based product (Quadex QM-1s� or Reliner MSP) smooth surface for the � urethane coating material. 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water`. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) After` the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimc�m thickness as required for the walls. 5) The fina{ application shalf have a minimum of three� (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. Testing of Rehabilitated ManMoles a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surFace and brushing the lining material over the area. All blisters and evidence of uneven cover sMall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 18 — VACUUM TESTING OF REHABILITATED MANHOi.ES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing ai1 iabor, supervision, materials, equipment all 04f�F�9 AS G23 L'I _ __ --- - - - . -- — - - - --' - - -- - � PART DA - ADDITIONAL SPECIAL CONDITIONS . testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walis shall be based on� the �ontracf� Unit� P�ice ��a�.each �anhol� a�tually-grouted�` - " ` • i DA-14 INTERtOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER: .: .� ..: _ . .:.. . :... ......::, (Q:MI'T'T,ED) _• ' DA-15 INTERIOR MANHOLE COATiNG-STRONG-SEAL-SYSTEM: A,_ GENERAL 1. Scope. This section governs all work, materials and testing required for the application of interior manhole coating. Manholes�designated for interiar coating are listed in the Manhole Rehabilitation Schedule, listed in Part 1. Inferior manhole coating shall meet the requirements of this Section or of Section D-27, D-29 or D-30. 2. Description. The Contractor.shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturers Recommendations. Materiais, mixture ratios, and procedures utilized for the coating process sha11 be in accordance with' manufacturers re•commendations. 4. �• Manholes. Manholes to be coated are of brick, block, or concrete construction. Some manholes may have a cementitious sprayed or trowelled-on coating over the original interior surFace. B -: MATERIALS 0 L� i � � L� � �� I LJI 1. Scope. This section governs the materials required for completion of interior � (�� coating of manholes. �••� 2. lnterior Coating. Strong-Seal Systems MS-2A , factory-blended, cement-based , fiber-reinforced coating as manufactured by Strong-Seal Systems of Pine Bluff, AR. No material (other than clean potable water) shall be used with or added to Strong-Seal MS-2A without prior approva{ or recommendation from Strong-Seaf Systems. 3. Material Identification. Contractor sha(I completely identify the types of grout, mortar, patching compounds, 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 Enginesr. � 4. Mixing and Handling. Mixing and handling of interior coating, 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. lt is the responsibifity of the Contractor to provide appropriate protective measures to ensure that materials are under control at a11 times and are not avai{able to ��rsiss __ __ ASC-24 l ��l � � � � 0 � � C. ��J � PART DA - ADDITIONAL SPECIAL CONDITIONS unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel fhoroughly familiar with the handling of the coating material shall perform the coating operations. EXECUTION: 1. General. Manhole coating shall not be pertormed until replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, or concrete collar construction is complete. 2. Preliminary Repairs Q a) All foreign materials shall removed from the manhole interior using high pressure water spray (minimum 3500 psi). Loose and protruding brick, mortar, and concrete shall be, removed using a masonry hammer a�d � chisel and/or scrapers. Existing roots and manhole steps shall be removed by cutting them 1" below the surface of the manhole. b)�,..a; ;,;,�,All unsealed lifting holes, unsealed step holes, voids larger than � approximately one-half (1/2) inch in thickness shall be filled with rapid- setting, trowel-applied patching compound prior to spray application of the � L�J � � � MS-2A coating. c) Active leaks shall be stopped using rapid-setting hydraulic cement products specifically for that purpose and according to manufacturer's recommendation. Some leaks may require grouting to stop the inflow. Grouting shall� be performed in accordance with Section D-31. Contact Strong-Seal Systems for grouting recommendations. d) After all repairs have been completed, remove all loose material. 3. Temperature. Normal interior coating operation shall be performed at temperatures of 40 Degrees F or greater. No application shall be made when freezing is expected within 24 hours. If ambient temperatures are in excess of 90 Degrees F, precautions shall be taken to keep mixing water below 85 Degrees F, using ice if necessary. � 4. Interior Manhole Coating a) b) The interior coating shall be applied to the manhole from the top of the bench/trough to the top of the corbel or flattop, including the bench/trough. The interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. O (1) The surface shall be thoroughly cleaned ofs��'forei� materials and- matter. Cleaning shall be accomplished byYusing high pressure water spray (minimum 3500 psi). L�J � oa��siss (2)'_�:-=;;::�Place covers over invert to prevent extraneous material from entering the sewer. ASC-25 � PART DA - ADDITIONAL SPECIAL CONDITIONS � (3) The surface prior to application shall be damp without noticeable free water droplets�r runningwate��lllS��material stiall=be spr`ay- app iedausing a manufacturer approved application machine) to a uniform thickness of 1" minimum. Troweling shall begin immediately foliowing the spray application. The trowelled surface shall be smooth with no evidence of previous void areas. (4) The application shall have a minimum of four hours (4) cure time before being subjected to active normal flows. Ambient conditions in the manhole are adequate for curing as long as the manhole is covered. � � L� l�J �� (5) Traffic shall � not be allowed over manholes for 12 hours after� � reconstruction is complete: 5. Testing of Rehabilitated Manholes a) Testing of rehabilitated manholes for water-tightness shall be performed by the contractor after operations are complete in accordance with Section D- 32. b) At least four (4) 2-inch cuties of the coating material shall be taken from each day's work with the date, location and job recorded on each. The cubes shall be sent to Strong-Sea1 Systems, Pine Bluff, AR, fior testing. A' compression test wi11 be made according to ASTM C-109, and the results will be furnished to the engineer and the owner. D. IVIEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per each manhole coated. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supetvision, materials, equipment and material testing necessary to complete the work: Grouting, if necessary to stop active leaks in manhole well areas, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole; if required by the Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid fior separately. DA.1� �2lGIa�,FIBERGLASSxMANHOL��LINERS_. tOMITTED) DA_T17_PVCLINEb_CQNCRETEWALL�ECONSTRUCTION_ (OMITTED) : DA 19 VACUUM..TESTING OF._REHABILITATED MANHOLES (OMITTED�, D�1,20_ FIBERGLASS MANHOLES_ (QMITTED) DA: 21 k.O�CATION AND EXPOSURE. OF MANHOLES_ RND VIIATER NALVES `,(OMITfED� 04/tfi799 _.._.. _ _.. ASC-26 � il � �� 3� ��; � LJ � � l �' �� L+�J � � L�J L�J � l�J � ,� 11�J L! � [�J V�! � � L�J PART DA - ADDITIONAL SPECIAL CONDITIONS D/� 22 , REPLACEMENT OFFCONCRE7E CURB AND GUTTER. Contcactor 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 filled with H.M.A.C. "Type D" mix and compacted to standard Cit.y densities and top soil, ifi 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 (1�4) 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. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. ,:. Dp,23. REPLACEMENT:O� 6�' GONGRETE ARIVEW/�YS: 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. ��or 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- PA�VEMENT AND �AS� � The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete fiailure. 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 vertica(ly and all failed and loose material excavated. As a part of the excavation process, al{ unsatisfactory base material shall be removed, if required, ta 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 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 sit�. - 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 thickness sha11 be a minimum of 2 inches. Generally the existing H.M.A.C. pavement thickness oa�r�s ASC-27 �� PART DA - ADDITIONAL SPECIAL CONDITIONS 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 s�lf�� ap_�lied ta=all�xpased��urfa�e� Plaeemen��f=the � s�rface �rn� liffs�iall n�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 fhe 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 fu11 compensation for all materials, labor, equipment and incidentals necessary to complete the work. -- _ _.::: DA 25:::;GRADED CRUSHED _STONES._(_OMITTED� �-- �- _ _a .. DA 26 WED.GE MILLING_ 2" TO 0" DEPTH5 0'.:WIDE _:�OMIiTED} DA 27 BU�T' JOINTS _. MILLED, {OMITTED): ,.._ -- DA 28 2",H M A C_SURFACE CO[JRS�(TYPE_"D" NfIX) (OMITTED); :.__ - D� 29: RERLACEMEf�TµQF 7" CONCRETE V�ILLEY GUTTER,. �(OM1T�'ED) DA 30'xNEW:7" CONCR�TE UALLEY GUTTER_ (OMITTED) _ _ _.. DA�31 NEW' 4"_STANDARD ViIHEEGCHAlR RAMP (OMITTED) DA 37s8" PAUEM�NT PULVER1ZATlON�_(OMITTED�, -- . � . DA.33,�REIHFORCED CONCRETE PAVEMENT.OR_BASE (1}�1..L17Y CUT) The following specifications are for the fumishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. 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 be even and shall provide a smooth ride. C. CURING: 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: oai�si�s ASC-28 � I� �u � � �� LJ � � L�J � � t � � � �� PART DA - ADDITIONAL SPECIAL CONDITIONS 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, st�aight 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 utility cut� � 1. Place safety signs, barricades and/or other waming 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 finro (2) inches deep. 5. Remove existing concrete. 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. � , � ' 7. P1ace and finish concrete. - L�l u S. Clean up job site, removing alf debris. 9. Maintain tra�c control devices to pratect 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 fumishing all labor, materials, equipment tools and incidentals necessary to complete the work. � L�J � � p,�A_�4� RA1SE��PAVEMEI�T,IiAARKERS (OMITTED� ,� >_.� .. D�;1„�,p35, PO�,TEN�IALt'Y P,ET�ROLEUM,CONTAMtNATED MATERIqL'HAiVDL1NG (ONiiTTED) y .� w.,�.� : �. ,�,��,._w..�„�9...�= ,...n#�..,�n. ,_., � �._ .._ � �. Allt{INATED u.,:SO1L DA �� ROCK RIPRA►P��* GROUT - �ILT�R_FABRiC_ �OMITTEDj . DA 'I3� GONCRETE PIPE..FI�?II�GS AND SPECG4LS�r(OMLTTEb)� ,� ��s ASC-29 �!J � � z � f � � � r -� � � � �' � _ ' �. PART F Certificates Bonds � � I� �� u � l�l L■ I � � L�J � � � � � 0 � � L� I I�l CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Froject Number PS46- 070460410280 LONG COl� UCTION & ENGINF C. T CT R By: �! Title , /� -/¢= �S Date STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared _��N� Gc��/S , known to me be the person whose name is subscribed to the �Qregoing instrument, and acknowledged to me that he executed the same as the act and deed of 1/lGll �2�fsip�'.�� for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN LTNDER MY HAND AND SEAL OF OFFICE this /�/ day of 1��c��8a'.L .19y�1 . .�/:� ��- Notary Public in and for the State of Texas �•�""^�� MICHAEL W PWNK *�,�.� NOTARY PUBLIC �,�� State af Texas �'��4 Comm. Exp. 06-25-2001 'J I� u J [I [I �J ill PERFORMANCE BOND THE STATE OF TEXAS � COUNTY OF TARRANT Bond No. S-800 2071 KNOW ALL MEN BY THESE PRESENTS: That we (1) LONG CONSTRUCTION & ENGINEERING, INC. a (2) CORPORATION of TEXAS, hereinafter call Principal, and �3�Washington International Insura�c�, C"ora{4�on`l�rganized 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 oYganized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: • TWO HUNDRED TWELVE THOUSAND SIX HUNDRED FORTY AND lY0/100 ................................. � ($212,640.001 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment ot which sum we(l and truly be made, we hereby bind ourselves, our heirs, executors, administrators _and successors, jointly and severally, firmly by these presents. � � THE CONDITION OF THIS of: OBLIGATION 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: �T+ 0 9 s MAIN 390 DRAII�IAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 7, UNIT 1B � designated as Project No. (s) PS46-070460410280. 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 Principal shall well, truly, and faithfully perform the work in accordance with � the plans, specifications, and contract'documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages � which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense � which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. � L�J � � � F 1 �` � L�J � � '� � ,L�J u �� I�l I�I � PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration 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 speciftcations. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the of _____ ATTEST: DEC � � �g�g (Principal) Secretary (SEAL) �� Witness as to Principal �D. aoX l9� z. 1'I�Nf�-,�� -� -7CoGJ Address Bi��Tn17 �� / �l � � (Surety) � (SEAL) � O C � C 8350 Meadow Rr�ad, #181 Witness as to Surety Dallas, TX 75231 (Address) LONG CONSTRUCTION & ENGINEERING, INC. . A 4 BY: Title: �� PO BOX 1982 MANSFIELD, TX 76063 (Address) Washington International Insuran e C,�any Surety BY: �1/�^A �y � /J �'''' `�^ _ _ � �: — Elnora Czuth�orney-in-fact) (5) 300 Park Blvd., #500, Itasca, iL 60�'�� _ (Address) � . NOTE: Date of Bond must not be ' prior to date of Contract (1) �2) (3) (4) (5) Conect Name of Contractor A Corporation, a Parinership 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.. � F2 � - C� � C'� L�J C l�l C PAYMENT BOND THE STATE OF TEXAS � COUNTY OF TARRANT � Bond No. S-800 2071 KNOW ALL MEN BY THESE PRESENTS: That we (1) LONG CONSTRUCTION & ENGI �yE$j�ING INC. a (2) Cc��ation of Texas, hereinafter call Principal, and (3) Wash1ng�on International 11 � a c�`rpif�iati zed 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 all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : TWO HUNDRED TWELVE THOUSAND SIX HUNDRED FORTY AND NO/100 ................................., � ($212,640.00) 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 successors, jointly and severalty, firmly to these presenu. - aTHE 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:: DEC � 7 a99� . � MAIN 390 SRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6. CONTRACT 11 PART 7, UNIT 1B � iJ Itl ;] � I�l � L�1 � Project No. (s) PS46-070460410280 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 referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. F10 a � u I� L■J I� � CII 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 S1b0 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 10 counterparts each one of which shall be deemed an original, this the day of A.D., 1999. �EC 0 7 1999 �`J � L�J L�J � � LJ ATTEST• , (Principal) Secretary .��.� Witness as to Principal l�-1, � l�.sL �I.r,�rs�=/�su� � `7�aG� Address ��i � �1,-� (Surety) Sec ary . (SEAL) a a � � Wimess as to Surety LONG CO R C'I'ION & ENGINEERING. I1�TC. PAL (4) BY✓ � Title: G�` - PO BOX 1982 MANSFIELD. TX 76063 (SEAL) (Address) Washington ternational Insur Company BY: � „�'L�C _ t �1�,/ _ ' . (Attorney-in-fact) (5) - � - Elnora Cruthis _ ' _ ._ (Address) � 300 Park Blvd., #500, Itasca, IL b0143 (Address) ' NOTE: Date of Bond must not be prior to date of contract (I) �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 Attomey shall be attached to Bond by Attorney-in-Fact.. � � l�J lil � L�J THE STATE OF TEXAS COUNTY OF TARRANT Bond No. 5-800 2071 MAINTENANCE BOND ��`, 0 KNOW ALL MEN BY THESE PRESENTS: That (1) LONG CONSTRUCTION & ENGINEERING, � INC.as Principal, acting herein by and through (2) � duly authorized and (3) Washington International Insuraffic�rporaCion��rganized under the laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the a City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of I�I �� TWO HUNDRED TWELVE THOUSAND SIX HUNDRED FORTY AND NO/100 ..................................., ($212,640.00) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. � This obligation is conditioned, however; that, � � � � LJ � I ■J pEC 0 7 1999 WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, the performance of the following described public work and the construction of the following described public improvements: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 7, UNIT 1B of same being referred to herein and in said contract as the Work and being designated as project PS46- 07046040280and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such 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 WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (1) Year; and, a WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be . necessary; and, � � � WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. ' ��I �' � I! C 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 10 counterparts, each one of which shall be deemed an original, dated a �� g9 ATTEST: O � � (Principal) Secretary L� 1 � (Seal) INC. PRINCIPAL (4) LONG CO TION & ENGINEERING, BY: / Title: L� - � � -�,��..�- . Witness as to Principal Pr1, vox �9�z . �/A�sc-�� 7� � (Address) � WITNESS: �,��r� o.,�'�,-� � (Surety) L�J C L�J �', � (SEAL) 8350 Meadow Road, #181 Witness as to Surety Dallas, TX 75231 PO BOX 1982 MANSFIELD, TX 76063 (Address) Washin .o International Ins ance �'�aC� urery / y BY: „-.,¢�� (�.r.0 Elnora {Attorney-in-fact) (5) Cxuthis 300 Park Blvd.. #500, Itasca, IL 60143 (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 Attomey shall be attached to Bond by Attorney-in-Fact. a F6 � WASHINGTON INTERIVATIONAL lNSURANCE COMPANY POWER OFATTORNEY� �KNOW ALL BY THESE PRESENTS: That the Washington Intemational Insurance Company, a carporation organized and existing under the laws of tiie State of Arizona, and having its principal office in the Village of Itasca, Illinois does hereby constitute and appoint L� J ELNORA CRUTHIS, DERRELL C. DODSON, SAM J. MULLIS, JR., DOUGLAS MOORE AND LUKE J. NOLAN, JR AND SNEILA M. YOUNG EACN !N THE1R SEPARATE CAPACITY Its true and tawFul attomey(s)-in-fact to, execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, areoognizances, confracts of indemnity and other wriiings obligatory�in the nature thereof, which are or may be allowed, required, or permitted by law, statute, n�le, regulation, contract or otherwise, and the execution ot such instrument(s) in pursuance of th�ese presents, sha11 be as binding upon the said Washington Intemational Insurance Company as fuliy and ampiy, to all intents and purposes, as if the same has been duly executed and 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 obfigation. This Power of Attomey is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, 1978, Ju(y 3� 1980 and Ocfober 21,1986 which read, in part, as fot(ows: � 1. 7he Chairman of the Soard, President, vce President, Assistant Secretary, Treasurer and Secretary may designate Attomeys-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 lndemnity and other writings obligatory in the nature thereof, and to appoint Special Attomeys-in-Fact, who a are hereby authorized to certify copies of any power-of-attomey issued in pursuant to this section and/or any of the By-Laws of the Company, and to remove, at any time, any such Attomey-in-Fact or Special Attomey-in-Fact and revoke the authority given him. 2. 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 a�xed to any Power of Attomey, certificate, bond or undertaking refat�ng thereto, by facsimi(e. Any such Power of Attomey, certificate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary course oi busihess shall be valid and binding upon the Company. - � � �� ttltitil!!77!//l � IN TEST��Vj({! .�R�(� the Washington tntemational Insurance Company has caused this insfrument to be signed and its corporate seal to be ��y �t; �uth�,o�cer, this 7fh day of April, 1999. . � : ; - .,..� �. .� .:,, � �� `;• �"��'�.. '; s � �'� ; .;��.a , � n' � �.w• . :" =�,� :�,�� _.��- ;�: �c�•o:�, :�� -�,� . : : =:�. °� ' ��. '�. . ' t-,.,. ,,�� ' .•' � _ `��. STA'f�E �i��:'r�E�,�° �;��`�, COUNTY OEf��i��.''� ----- W ON 1 RNATIONAL INSURANCE COMPANY � St� P, derson, Senior �ce-President On this 7th day of Aprii,1999, before me came the individual who executed the preceding instrument, to me personally known, and, being by me aduly swom, said that he is the therein described and authorized officer of the Washington Intemational insurance Company; that the seal affixed to said insirument is the Corporate Seal of said Company; � � IN TESTIMOP[Y WHEREOF,1 have'hereunto set my hand and a�xed my O�cial Seal, the day and year first above written. OFFICIAL SEAL �' � � �� , Ya n A. atel Nota Pubiic � YASMiN A PATEL My mmission�Expires August 18, 2002 � NOTAFIY /i1�1,{�� StA7E OF ILUNOt3 �r ce�tatc�t� ��a�s:n�teroz � CERTIF(CA7E STATE OF ILLINOIS) � COUNTY OF COOKj I. the undersigned, vice-President of WASHINGTON INTERNAT(ONAL (NSURANCE.COMPANY, an AT3IZONA Corporation, DO HERESY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been r�aroked, and furthermore that ArtidE �III, Section 5 of tfie By-Laws of the Corporation, and the Resolution of the Board of Directors, sef forth in the Power of Attomey. are now 1n force Signed and seaied in the County of Cook. I■ Dated the day of ,19 r Jamed'A. G�rpenter, e-Pres dent n I�� PART G-CONTRACT � THE STATE OF TEXAS � � COUNTY OF TARRANT § �EG Q '� 3�99 a THIS CONTRACT, made and entered into by and between the City of Fort Worth, a home- rule municipal corporation located in Tarrant Couniy, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "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-■J LJ � 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: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IlV�ROVEMENTS ( GROUP 6, CONTRACT 1) PART 7, UNIT 1B . � And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, 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. '� � � � � G1 IJ � L�.� � L � 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 modifcations thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10 counterparts in the year and say first above written. Citv of Fort Worth. Texas (Owner) Party of the First pa�rt ,%� � �` � � ��r � �-�.�.r.�.�� / ��e cs •.,...._ BY: �,.� ,F ASST. City Manager C�]�.�1 ATTEST: e � � !�'�� l � .�L !/ U' �i � . City Secretary (Seal) WITNESSES: LONG CONSTRUCTION & ENGINEERING, INC. , _ Contractor �� // � BY� � `� Title: �� APPROVED: � ..,�.��tC� t� �z�'� A. Douglas Rademaker, P.E. Director � I "J 1 Department of Engineering cw Approved as to Form and Legality: � Ga Steinberger, Asst. City Attorney (�,- /"1�7(�� ritrect Authorization i�.-`i-�,I� bd�.� ' � �� f� � L�i �� l_._i APPEND�X a -_�_ — _�- _ _ � �� , � � � � � DETAILS � } 1 � � _ � .. iF r � � ; �rj�;. Y �1 i � �-♦ �. �: • �i1 � zE ' �i . ... i'i�'; � d', d... k.�.....d.=.r:fi� . , w � �`� � / _ \ � \ � J � �� 1 1 � � � � \ � / � \ �'� � .i � ��l -%r :r36"sfael,olv�� - 9rour` waf� �aso�-f��. - �P¢f'= E � /4f ,pi'oradeo� by Sfi�eef �'on�i,�Cfo�- in�f�!<ed �y san��.,Y S¢H/Q/' Cont�i-�pCfar. 0 I ' � � �� ;•;� � � r � s � � �t3 i ,t3 f • —� � ` _ `_`� — T�� - � I � � I � ' 1 ' il, �/� � .,�„ G.-�d¢ .Pr:sys �..t z'a 6t p�rio�ed � �ci- �i.a`fot'!vt`�on b`. SZf�^tef t Confi�vc'fo�. (Art no�' s.�iown.) To� Sz'Pe! pl�t`¢ /S "b¢t'asv �6 � fiTiSi: r�:r� ¢lel�o�frc.t -+ 8. : •°.•: . � :�p '��: iNanol�i�.f«' Conv�tr`c o� •ti�o�� ;'p`:�; A.S. T, ti!. C-47d �.-e�ast .;o,;:�:' �':: � /'L �i1r�0i'C¢O� .r�n%!o(� . . - t 0.;��, .: +. i.�.. s¢Cf�o�S o.� ¢q�al, � � �'�• .Pa�:•-E-2-/� �`'� i I �� , , � : ;,.. .O,.D ` .� � � PE.P�1A -STEf� /DO -Z, ;, o. ?�::'� f o"�i�d � . ;4 oi^ ¢9ua l, ;:.: o: �* ffi1 :� :-:. s1�99¢.-ad as � � .—�- - � S/SOivn. � � � , •�w N :b: i6 • �f.yP � ;o: /Y ':a ` ; 1 � � � ��Q: •:%}:►. � 1�) � �., ,.�.. . •1.` i i -' � - =.�� :� ':.� � � ''�' f • . . T ¢nt'ii w�dfir • � � � ��ca� � c�adlc �o I � � �f : Qxf¢.rd �� ; p � ;'� �o �` �I �I ' � �� P�P¢ f¢/( . � ij � ��7; 1 �' I . tl �1 I i-- ' �� - 1 ' �� ,� , . ►i ,� � � i �i� irw -� ,� /Y Y.`l�ai'i e6 w�YiS d�a�,r¢�a� %i ,. �{P�;�¢ i D�: � •. o.. �_� /J �q"•: G�o��r�� ; °�?°• 6 ".c�r�v. � � '': ,o�¢C�sc�� _ � LJ —,'+-= � —^—;� �a�. 0 •� � �'- - •� „�9l.�� _ .e: ; : 0 0. c .Q. �. o` �: -�- � o• 'o•'. �' .,o' � 'Q.�.O ..... _' a � "'.�. . ;-r�, •. °.�' �' =-• � T .-" O • -31 � r. u . � i� �� I=.o, �; .•0' •p—, --� . G,-: o' �. �,�. :.M .p' ;: ��. .: ;o:: • G.: .. .��4 n �.'O •�•'�•. •p�•. '0,�0� „ ',�' , ;�, :�0�• ;D, Class F l4oDo �`J Conc� {e —� 8'isllN. � \ ¢ �dlo? �`O�' S¢�t/Qr .o ¢ uP fo 2/ "d�a. 5 "d<a. fb.- s¢.r�a� a uP fo 39 "d�a. � 1-1-78 .� f"lGlr.QE !03 STi?�/O�,PO ,�1,�,4//�OL,E" ('Pi�ac,�sf sifo�vnJ �Q:c .. o: � .;D:`• .• • 'D;Or .�- �' : p�:;, �•p•� .:o:.•oi . ';D.' ,�`,;. 0: . ' ' • • qo b: :O�•a,.'Or. . . . . . . .. . h� r ^ �� h� E1-14 Material E2-14 Construction — �here M.H.'s are in street �nstall two or more courses of �r;c�.o� concrete grade rings �tween cast i ng and top o�f br i c _�ne, or concrete slab. � � � '1se Cast Iron Pipe to irst Joint Behind� imit of Excavation 0 � ' M Grouted Invert �_ 14" = 1'.— 2�� 3�� I ' llii Q� .�i r('i� _ � 1 M.J. Cas I Iron Tee ' �� •,. . �':' Jc� " � _!-�� 1 L_ �'� �, = t� 7t� � l � �4 � � � �onc. Col 1 ar ta� � L / � � �«' � °' / L' � � - 4' - f�t o � � �� v o -�I f Requ i r �mit of = � �' Stub Exte xcavation�� :� � �a��of P. ti.. � � II" �' L � � > Slope i I� ,� � ll lI � (!U � Q•b.... I ti � i lt 1 ; ' • a, • _ ' a . � ; •' : a: • •, • ; • '+ ,J • e . d . . 4 , �� • hrust Block to xtend 6" In All Directions from �utside Diameter f Pipe � Install M.H. Steps Same as in Stanc�rc M.H. i � +�/�`- _ Push-on Pl ug i � 7 _' j ' Install Nuts O � Away from M.H. � Wal1 on M.J. �" � Fitting COR-TEN r � Bolts ed �rovide / nsion At � /-- Concrete / J� - See E. in M.H. Standard 4' Dia. � M. H. Detail � Figure 103 . 1"/1'� � � � � Vertical to 3/4 -� / Point of Pipe o � g�� •. . . :4. : .:4 . • a a. Use 4000r Concrete � 4' dia. for sewer TYPICAL SECTION l�l � � � STANDARD r,►��ini� Where M.H.'s are built in streets to be paved� M.H. rim to be set to proposed paving grade Use standard McKinley, No. A24 AM. or Equal M.H. Frarae 2' - 0" "� rllll=lul ; lt�� "`� Cover _ �::� � Set in Mortar FOUR �OQi' DROP pipe up to 21" dia. 5' dia. for sewer pipe 21" to 39" aia. ACC ESS �lAi� HOL � ..F1GUR� i07 E 1-14 Material E 2-14 Construction � LJ � � � 8-�4 REBAAS 7YP. J"j USE 30�00� CLASS t,j A CONCRE7E . LJ �� 0 L� � � ; �� . S TRE-E T DI�9 T a r � 0 4.0' N • I �, , � ` — ; �`� � \ �_, . i � A FIGURE 121 CONCRETE MANHOLE DETAIL . . , . - � .� � ' - � � . � � � �' ��` `� �� . � / � - 1� . � I. � � 1 �. ,` \ / �l� o t-� � � , / � \ '� �f . !- � , . � � - , �� . � ,. '.��,..._� � � � ' � % • . . .� *; , ' %,l , _�____ � / / � -� \` . � . � 3" TYP . CONC. COLLAR HEIGHT VARIES� � . • .� �� PYNT. PVNT. � �. � .. � 2 '?�, . ��"`� \ ,. � � GRAOE f�ING� � . ., r - -�--� _ , eAsF s c�sE 2 : - • � RAM NECK CASE t - COLLAH SHALL EXTEND TO TO.A OF 2.' 27 CONCRETE SE C T I ON A iREBAA REO.I CASE 2 COLLAR SHALL EXTEND 3' BELOI+� BOTTOX OF L 01✓EST GRAOE RIIVG (FlEBAf� REO. J � 3I4" CHAMFER TYP. , �� / � . � �GROUND ' � � �%Il ��I %I �II�T�\lU �.� .. T*� ,, � f1 6x M11`1. � 3 MINIMUM HEIGHT VARIES COLLAR Ei-20,2i MATERIAL E2-20,21 CONSTRUCTION 5/18/90 �lnGlaa 0 � � 2' % / 1/2 � � ' � �c � � � �� , 10 10' �� .. _ MAX .T. 0� i % �� -� � : �. / �t. •:,. �. :"' - j� ..1•: ��. �`.h.. . ..•�.r .�%////i��l�// . ._ .�: . . ..: . ; :_ ;.: - . ; A-A SECTI❑N . . ...: � � � �J � � � C��R �� j .. �S • .... . .. d • • �� . I,D, SECTI❑N - -- 4-#3 D❑WELS SP�CED E�/ENLY � ,. �I --t � . A �- 1/2 I.D. / � � � �� : �. � � . �� .�.% �� a , g . ° 'a•� ' � �.' .._ , . . � iiii��i/ : : MANHOLE WALL N�TE= DR�P THROUGH WILL BE P�URED M�NOLITHICALLY WITH CAST IN PLACE BENCH, ❑R DOWELED AND GROUTED TO PRECAST BENCH. HYDRAU�IC DETAI� DR❑P �� S�IDE 1,0' T� �,0') Fl � � � L'rJ � �� .� � �'J � � � � L�J � 1 � ,-�-�8 � � MANHOLE FRAME APlD 24"DIA. COVER, EQUA� TO McKI �JLEY IRON _ WORKS NO.A24AM: (REF. E2-14). i0P OF CONCRETE CONE SECT I ON 15" BEL0��1 FINISH RIM ELEVATION: � (REF. FiGS. 1�3 � 104). ! '' ~ �_' \ / � \ / � _ � � i/ �i'. �\� \ i� � � / � � � r ` 1' -}- ' 1 — -11 �l � �� i 1 \ �CS� �'� i � �� .� � / / � ` �i / \ / / � I �/ `�•� �rii NOTE; l. PRECAST 4'DIA. CONE WITH STANOARD 3Q0� MANHOLE COVER AND RING IN LIEU OF 24"x40" SHALLOW MANHOLE(REF. FIG l00). 2. hiAr�HOLE TO BE USED WHERE SEWER LINES ARE LESS THAN 6' DEEP. SHALLOW MANHO�E PRECASi CONE FIGURE l05 E1-14 rWTE�IAL E2-14 CONSTRUCTIOr; 1 .•, C� .. . n. ' •. a: . •_ . , . '._"_'� ''• p�; r\ I � j� � :C�-� i 6' e. ._.__._ -- --�-- - f' � 6" MIN, i ��T � ��`�: �: s:: _ ::::::�:i r:�. " �'- - - _ - =-�'=' � - - — - - - � � �-�` `;�--a:�� , . , �-' .� .t � ' ,?' � ' • J' ! � �- r! d- � $„ � �'—C�ASS F(4000=) CO�C � � � � � � In W �� `� . � � � � I� �� R+ � � ..� � � � u h;':A:�l;-i0! � 1115=��, AS E!AP:'.l=��:-�J��D 61" S�iJ �i��s lC�i\ t�nCF.�:\.ri, �t�. t�-.=��1�`��Q EQUn•'_. � y�'r�T�,� i iv�n ��vih.i� nvi,� ii� Sr,x� �� c, i AIi, NO SCALE R � � . F,\\\\`,\�'•..�\\\\\\\•. �.\�� l'�J �� S::D OR SG�. TOP�OiL TO 6: 12 ��N• I US�D FOP. i6P 12�' IPt Y�ROS I r �� ''•'� E- tir�;. ��/.<�i:%/��;. %uy . � l! � ;°�/j � � '`%� � � . �� 6�CKriLL 4A7:1 � TOPS�jIL A�JO CGti�°AC i A,:,INST i�c CUT51p_ SUR=:.C� O� TF:� 61:.Pii-lOIC � � � � � � Q � � � I {..i i s : I� : �a � � . . . ., , NON-PAVEe7 �,QPEDESTetIA.'ti �� ABOVE GRADE COIvTSTRUCTIOIv' ��::�:��% s:.'rr cu� i� �t_;,� Ltr:: S:��J 0?, 5�0, 70PSGi: TO B� 1"' ht'� 2: 611.'�:. At.D "t?c:.%:=�UT P:.4=�°=Ni US�,� FQR TO? i?" I„ Y,;.'.DS � �� = �� Tu=;;,�D C<.��C�G. 5=;. � ( � F:.�6'�K i CU i C�=i.. Fti�'�� ti�",rr � � � � � To�so�: �,�o � � I , . . � - �'r C�h:?�:.T A:;-.�NSi •�:i/��j��j\�,, ,rr/. ' . .j � . .�'�. I Tr.� 0�'�5t�� SV=";,C� ��:a\j��' ' ' `�\ �`:�\;�\�, �% / C'r Ir:� �n'iv:i'J�_ � � ' � 1 • �� , I��/�\, 1 ?,.,_' �l"`� 1 � /�� ti.n I'�F; Ci. �_ � \ /� ' �';,1 .C�� \�� ..' - . ' -- . � �� '� ' Q� �.i, cc,,c=_�:. cc�.^- s_, �� +,r;. : �-�;. � �.r �`� cc�;�a_�� ce�� :._� . . u aC, � I; '��` `�':,D ti�..i_;t;.., cc_ . �_L. IT � �, CO!.I?:.;, icD �/�; /�� ,� a �` : r�. j �;o P VED 1pAVED . � . . / ,� � L• �.�Ili.11 2�in.\. �I� r��S��nl� �t�.r�i�� r�.� : i.��l. �i: � �R�I: li.:��'.� ' AT GRADE COtiTSTRUCTIO:�' TYPICAL EXCA`'ATION AND RESTORATIO� �ETATL KO SCAI.E � � � /;!; �\;;�v/ii,(�11,�r1r �(\��y'; Mininurn Depth Af[er Compaction � a � a vi o� L� �i _� `� UI �� C.� ..� CI r: L,� �� 1 � • • .. � � • .' C�,-�ri'l��:r� �'ribed':�en�t - �;D i mens i on "x" Sewer Pipe - 12 " . . . . . . • � � . . � . . . � :j . • . . ��'. . . . � •� '' • • .'• • ' ..'.t,1,'.. • , ' ' . : ! � . , . - . . �< , , . . . . •�. . ,. '. .� . . . ' ' . X T �. . '/ � .•� .�.' ,. ',s •: � � � ' : �� ' �6�� Min. ? : ' ; • , . I . . '. (TYP.) �� .i'. . • / .: . � . • ��C . . • : ' .�. � :�'. _' � ' •.� • �� Crushed Limestone to • - � �� ' \ • '� '�Extend from 6" Below .. �-.� . �..� �:� �.. � � Pipe to Springline • ' �'��. � --'��e ' �� Excavate for Bel ls • . _...�� „� `�`_ 4�; � ) TYPICAL SECTION Cost of Granular Embedment and Crushed Limestone Bedding Included in Price 6id Per Foot of Sewer Pipe Si'A�DARD E�B�D�lE�VT FIGUR� !09 � : PJa� ural Ground ; �\\\1�� \�t\` l�/�il/11�� \ ��'.` .J .r �• � �\ El-2 hlaterial E2-2 Construct�o�� " � - — —_—�� CLEt3N0UT Y/ITN 80X AND LID � STD CLE4NING 1'!Yc � FJ�'V/SHED CP.,40E \��\/�j�/��.,�1% ; - ' ;,'.:::; . . _ _ . — �yi:i: �� _I/ � /i./i,/i./i./i., :� }•.�. � � a �W � � J C r � FlPIISNED CP.ADE �:��i��i��i��}�� /i,/i./i./i./i,/i./i.i �: ti �: �vER PIPE PL UG —� � ' ' - - -.. _ � ��. ' � ��s� -------------- . �• . � � � � �t � �� 0 L!�J � l� � � �� u _ STACK —� ' ; . :: . ::. .: � I , .. � � . --{ � . ., . . . ,f E" B:,CKFlLL NE4'/ SANITAP,Y SEN/EP, LINE Y!!iN STAPIOA?,D EA�18ED:lcNT PcP, FIC 109 TEE & STACK TO BE COMPATIBLE TO MAII�1 LINE MATERIAL OR AS DIRECTED BY ENGINEER CROSS--SECTiON OF SEUlER AT SEP,VICE CONNECTIOi� t I ��i� _ .. � � - -.. i � i .. . TEE FI T(!NG . i i t •:•. .i i �� ' i ' i �.- : •i � i • � � •� i � � .. .�` '. . . .. • ' . . . . . . ` � ' '� � � � _ •• � '�' ------------ ---- �� :JJ. � �� .--- - - j � I 11 .I � _�.�--•—•----�--- � — ---- - -- � r �- \ . '..,:... � �i { `, I —�` �/�_i'r.i••j�_�_.._�___-_�__..l ( i I ,�., ' , I ,.Jr _ , ��.,� :.� :.;.,... .i I ... .. . . . . . . . . . . . � � . . . , � I � ' Z I I � .. �_� 1 .� .. ; ( � : ' � � z . � ,-:�� c � . , , j � :,.�:�� .. �� o j PLAN VIE��I CHIMNEY SERUICE (NOT TO SCA�E) • � • EX�ST<<vG SE��/ICE UNE" /j . ,• • .. . •-.. ) .; .��.:; �'.`' . SPECi;lED AD:,?TEP, COUPLING ... •:,: �\ — 6 hll,V AT BOTTO'.1 O�`1LY 45� 8Err0 � TYPc C " OR i !� I � I f�i � � � � � ' � . � � - � � � � � � � � '-1-78 . � ._ . �lise C1ass "F" �+000�� cor,crete _ Q • .�12" � ..�- ' .'�'•}'2", � • ' . . ,• ' ,. - � ;�•� • . .��:�' � '• a:�� v. ; �;•- ' l ; � � i � I i � 1 1 � � ! I � I � i I � j t � , 1. � � � . • . . . ' �' � � :i . a . : L�,'. •, _ ;� .• ,.�.2��•�:.. :•'i2�� •�_'I ` I�f. . , . . .'C•' • • i' . .�,C . TYPiCAL SECTiON �� / � �\ / \ / � �� 1E � D�, 1 ► , . �'�i�� 6t, � `o� � � � `^ . J / � � � End •View 6arrel Or Pipe iYP1CAL A[�C�i�F� BL4CK FCJR ELEVATEt? CROSS�NGS F'IG�RE � 12 E 1-� Materi�ls E 2-� Constructio� 0 � � � � � � � � � � � � � � �� • (------- CO;�!�-^ic�� 8=:.;�`�:�d;i� CL�.'; - - - - - - 0� _:_7 C_iP•IC=.=i= ' 1 L_ _ _ _ �. � �i � � _ _ � _ _ _ • I J . '. r—-------• �-—---—--- •�——`�:�_— �a�.,��: � --------- �T� i—-—---——--� � �.: . ..��: . . . ...-:--------—-—:-... . . . . .. . . : : CLA,Y DAM PROFIL;E � �':i�tlV� G��U�`•!� CC.��;CiED B�NiJ`Jli� C�.1;( ^ `,? � •?? C0� ��=-- 11;—�fl ��II� �: _� l !=1 I 1=� I % �—. I�_! I 1=� I �— i�., _:��—:j;—!��—. -`' � _; � 1=� i �,•, _, , �_� i �_\ _. , ,. , : � � _ ��'`�> y a'" � „� O ;= C� �>`', X' ;` ;. O g C ��:: �:•'� � -- � .� . , v< C \�'•. = ' �:.� e� � , � \•. r _ �.�;: ��: U:. � �= P��f; ��ii�-� - Pi�� GE.a. - t CLAY DAM SECTION CLA�' DAM CO�STRUCTION lAl EXCAVATI�N, BACK�ILL AND PA�/EMENT � REPAIR UNDER EXISTING STREETS � MIN, 2" H�T ❑R COLD MIX ASPHALT— —TEMP❑RARY PAVING REPAIR SH❑WN — FOR PERMANENT PAVING REPAIR DETAiLS EXIST, STREET PAVEMENT SEE FIGURES 1-5 �R AS SPECIFIED IN THE PLANS ❑R SPECIFICATI❑NS. � �� j�/ o% o 0 0 0 0 0 0 0� o o�o 0 0 0��0�0�0�0�0�0 0000000„000000000>0000000 � � N�IN, ' C�MPACT�D / �� a�� • . e a, • a •��(/ �FLEX�BASE MATERIAL�� /��j�� I'..�'a t ' . d ., Y ��.� / ��. i ��. / �/C.0 / �/ i � a. . '. � . � ° .' <. • '• � _' : � • • BOTT�M ❑F TEMPORARY �R „ . - . ..� ` PERMANENT PAVEMENT REPAIR � EXIST�. BASE 'E � � SAND MATERIAL� � EMBEDMENT SEE SPEC. E1-2 �� 1) SEWER — MINIMUM 12�� ' SAND EMBEDMENT C❑VER 2> WATER — MINIMUM 6" SAND EMBEDMENT C�VER MINIMUM 6° EMBEDMENT� � � INCLUDED IN LINEAR F�OT BID PRICE ❑F PIPE � � �� I�URE B CSEWER� ALL SIZES) CWATER SIZES 16" & �ARGER) - . '�'�.. . ., %/.00��j� / / . a /�/�.. - e ' : . . . •9 � a � . Q .. do . < ' e. ' a . d . ' . . . d . �TYPE C BACKFILL SEE SPEC, E1-2 1'-6" MAXIMUM �� /�� CRUSHED STONE _ - :.�.:.�Q.�Q�" .A � `.�:� / SEE SPEC. El-3 — � .. _� .. :: s�.. - .. �.� . .. — '..�: — ;� . . �" - - _ _ � — NTS REV: MARCH 25, 1999 � :�� :� �� ,� - � JOIN � DEP i H �'AV�M=hT �"l;lCKtv�:c I - J' _� , _�, - ; _7.. � 7=8' l ��OIN i �D�r7H { ( t /4 ). , � ,'/� , } � - �'��; - ( �% � 2. r� � � 0 I�J � C � 0 > F-- C � u U _ V7 z "' � � i��. SlLICO":� �Olti i S�A;.AN i � � = r ' � I ` .' . �I • ' , �/..::: • ' � SAW�D JOiN i ��,C� �I . � . 3 ' . 1 :��i 1--- ,/a Dit,. CLOS�C C�L! EXPQhp• p I. �. .[ � . FOLYE i !'YLEN= FO�,ti' • 6AC1��F�Fc� �'(RS i FOUR •' ScCOND POUR 'COLD' JOINT ConSTP,UC i lOh' � JO(hT D�TAI! N0.2 S�A! FOR LONGITUDIHAL kND TRAHSYERS� C0�ISTRUC ► ION BU i T JOIh i � N.T.S. . , f�, si! icor�_ �o�r�� I � �- � I �` \` . . % �'. • � S�W�D JOINi C� ` . .... • S=AL�,h'T FAC� F�'-- � . ,; 3�t' Dl:.. C! QS�� C�� L EXPAN�� : :,' POLYE i l:YLEN� FQ�,!1, EACK�'r, F,JD T . �� - . •': "'� � JO(N i D�TAIL N0. 3 S�,L FOR SAW� DU�?�Y �n!,UT h.i.�. SI! ICOh� JC�IN i S�Ar Ati i 3� � �4 i `1r �i �� \ � .�: :��-.-�;k_ . _ . . �-- � �,:.;. \ ,��,�;; :� POLY� i HYLE�f� 60N� � — �, \`,..�-- — 6r.�AKER i �PE �o SMOQiH—�—��',;= `�'�` -'�� R�QWOOD EX��',NSION , :';,,;�\�� ,�.r.' � JOltv i FIL! Ep ., ,, � •%;�r�� \\\��:•:� �• -----------------� ----------- DO,h�L SU�PO�iT 6ASKcT . JOIN i DE i AIL N0. 1 � SEAL FOR EXPAHSIOH JOfNT . . N.i.S. ��U�r��t� ► i 0 T&PW FIGUR� l: ��:�N EX1S 1 ING CONCR� I� 1S CU I, SUCH Cl.� l S S��LL 6� ti,SApE 4�'f! H�. CON�,: ;cTE SA44'. �'L! ��'lti� �;:Al-! EC SU�SlD4Ar=,Y � 0 i�:� UN� i COST OF ! HE ITE�.( E�OR 4Y;i1C}: ShWiNG 15 REQ;1l^��. JO1tiT Q� i Q;! S 1�0�. 1, 2& � Or i r� i&F59 PQViN� D�7AI�S Sf-i."..LL 6= j� �,PPLIC.�BLE. ` u �� G� L'� �._..� EX1STlNG CURB EXIS7. CONC. 8� GUTTER ' PAVEMEN7 i , SAW CUT ` I '. o � 1 . �rr � iw � a.� �.n a� �r �+� �s � � t�.� N0.3 BARS ON 24�� CEN7ERS 607H WAYS �� WiTH MIN.2 BARS LONGITUOtNAL IN �ITCN CLASS ��A�� REINFORCED CONCRETE PAVEMENT REPLACEMENT . , • - -,�:-r',s . • -�---�Y - --�'t' } / +�'- = � � � ��^' � .�O a.�� v + ' ' ��/� '�.'' �c`o 00�oC Z � / /`//�/� /��j ".,��pap�QO��C /� r'��`�p� � �O � °� •�� ' 2:27 CONCRE7E -- LEXIST BASE pITCH WALL� {IF ANY) PROPOSED FACILITY INS7ALLA710N ..� NOT�3� N0.1-REINFORCED CONCRETE PAVEMEN7 SHALL BE REPLACED 70 ORIGINAL DEPTN OR TO A MINIMUM DEP7H OF 5�� wHiCHEVER rs cREarER. , N0.4-BEDOING OF PIPE TO MATCH ADJACENT SECTIONS OR Sf'EClF!- CATION 402 WHICHEVER GRADATION 8►COMPACTION AS SPECIFfED IN ITEM q02 OF THE STANQARO SPECIFICATIONS FOR � CONS7RUC710N PUBLIC WORKS DEPT.,Ct7Y OFF�ORT WORTH�TX. OR BACKFILL AS SPEC1FIFb IN SECTIONS �I-2 8� E2-2 OF TNE SPECIFICATION5 FOR �NATER UEPT. PROJECTS,FORT WORTH ' WA7ER DEP7, C17Y OF fORT WORTH�T EXAS. : N0.2- IF SYEEL EXIS7S IN CONCRE7E N0.3-REINFORCED CONCRE7E PAVE- PAVEMEN7 TO BE CUT�7HE STEEL SHAL� MEN7 WILL BE REPLACE� OVER BE CUT Q SALVAGEO AS POSSIBLE.�A MIN- TRENCH�AS SNOWN, IN THE EVEN7 IMUM �AP SPLICE DISTANCE OF (2 NON-REINFORCED CO(YCRETE SHALL BE PROVIDED. PAVEMENT IS REMOVED_ , � IS GREATER: TYPICAL S�CT10�1-T'RENCh� REf�AIR � N0.5-2�27 CONCRE7E MAY BE � DELE7ED IF HALF TH� SPECIFIEO 7H�CKNESS QF� 2:27 IS AO�ED 70 TNE CLASS 'A CONCRETE. FILE NO.C-3226 CONCRETE PAVEMENT C17Y 0� FORT WORTN,TEXAS TRANSPORTATION/PUB�IC WORKS _______ ENGINEER.ING DIVISION SAW CU7 � • M� + ��' � � � � � � ��-�-�8� �.00,d �poQo �p o �7 �.�po�.}��00 00�_'11 0 0�'�- ��o i '�' � � �;� ,�s�=S'sxP.��,.,, ? _ EXISTIfVG CONC. 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G7� �I ------ HO J BA�S ON 21�' CENTERS EOTN WArS WITN 11 MIN 2 EA�S LONGIiU01NAL IN O�TCH Cz��r CUwe�7 E%IbT Di11CK kEPLACE SRICK t, —C1f16i ORICK —(XIST. �URe � • � GUT T Crt.% � SURfACE SURFACE � SUAF4�E s GUT T E � r, \ I SAW CUT -� � } SAW GUT � r ♦ . . • � • � � K � •. '� �, � _ � �� y Y •�•�y • . i � • . � �o. '+ .'• `�'�`Rf : �7t_ :'d�:,'Y •.•,`' � F • •i�: 'l • � • • �, � or' `tb.i�,�l '., . :N 1 .' . �(: , -`��1 • r � � .� ' •� � . J � � , �� r•`��ci�2 o��L�F�� S.'dw,•'•�' •"�. � ••� • • • Ea15T � � ;�'- •,�, alL.1 Y�'$a"��:�' � lO�' '�� h COHCrt[tEl '�j 7s'` � ,5�; (' _,�� ''f� : �4- �. 'a� � � B a S E i � ( , ! . a r-n{J� I �?� i7" I L f KIST COHC SASf ' � 2:2T GON�RfTE �...--• --� ALL TRENCN BACXfI�L SNA�t, YEET EXIST SUE SASC C1�55�A'� 11EINi0�CE0 HEOUrREUEkTS %0� GRAOAT�ON �NO �FX15T SU� IASE (li ANr ) CONG11[TE �ASE CONPA�TION AS S�CCIfKO IN ITEM ( If ANY ) �02 Of fNE STANOA�O S�ECIfICA• TION] /OR CON�T11lICYlOM, iU�LIC W011N5 OEvT,C�iY OF fOpT WOpiN � TFxAS OR E�CKFILL AS SPECIF�ED IN � � SECTiONS EI•2 AHD E2-2 OF THE � SPECIFICATIONS i�P WATCR P�pT• OITCN MIAI.L -'^ M[MT PRO.KCTS, /OA( WORTH��Ep DE�T,C�Tr OF f011T WONTN, TExAS \ .r�" �►�O�OSEO �AC�LITv �NSTAI,LAT�ON � ' � -� ►iPE • NOTES� I NO i' GONCR(7C /AS[ WILL DE �£�lAGEO NO 2•�f '.I E Ll E%ISTS IN COMCRET[ C�SF NO J• �EINfORC[D CONC�ETC �AS[ NO �• EXISTNG BRICK SHAL� BE �EYOVEO TO 0111GIMAL oE►rN 0� TO A M�NI- i0 BE CUT, THE SiEEI SNALL WILI �( REPtACfO •S SHOwM, CAREFULLY TO AVOID pAWIGE OANAGED uUY DEPTH 0� S�� Uf CUI �NO SAtVAGfD AS �'OSS�BLF QvER iN( fRENCNlM iNf EvfNT BRICK IS TO 8E REPLACED WITH UN- A 41NiMUN LA► SP�ICE OISIANCE NON • �E�NIORCEO CONCR[T! 0�5( . DA1lAGED DRICN TO YATCH AOJACENT Fq.S- BEDOtNG OF P1PE TOIaATCN ADJACENT OF �z"WILI ee PROVtDCO• �5 �1EwOVED BRICK SECTIONS OR SPEC�FICATION 402, WFIICHEVER N0.6- 2�2T CONCKETE MAY �C DCLETEO 11' NALf TN[ SPECIFIEO THICKNE�3 IS NORE STRINOENT. OF 2�27 IS ADDEO TO TIIE CI.ASS "A��CONClIETE. TYPiCAL SECTlO�-TRENC� R�PAIR � TYPlC_AL BRICK SUF�FAC� &..REINFORCED CONCRE7� BASE C/TY Of fORT WOHTN REY. 6-1-76 TRAHSPORTATION/PUBLIC WORKS DEPT. REV.II- 1-79 F�I• No C-3228 £1616/NEER/N6 D/V/S/ON ecv�.�e•io �ii ------ ._.. _ .— _._._ REY_�_26-p+ f/s .� � � � fr.!f..i � !� � � �... � � �..�.� 3� -� � -.. _�� .f� � � � � �S �[[ MOT[ 1� ��LOrI — I txiir cu�• � suTT[� , ; �. .�1� � 2.27 CONC11[T[ 11A11. �C IMlT11ll[0 A YNC Of �' KLOMI WTTOM Of [XIST, N.N,/�C. Mv[M[NT, � ALL [7tItT AfhMLT �MALL �[ �1f►tJ►Cl0 r0 ?H[ • SN�4�� 0Ea2J0i Fwt�NE�6�ADEDM 9URF1�Z� Ci3uR5E� � �[DOIM� Of �1 �[ TO YATCN AD�AC[MT •[CTIOM ' 011 NtCt/ICATIOM ��t, MNICM[V[II It MOR[ ,' fT11MKNT. r . O OM YAJORMO�CTi�M 1'ROiCT [NMM[010110[M!1[RNl1rT . , NK�1T[ TH[ /Vt.L'M1DfN 0� G��TMN ILILA.C. MV[ll'Nf �f TO T1aC10Llt,Wl�ffT101N � ANUiY TO M7T11lTAIO COMiTRt1CT10M LOAOW�. 1► AI�R0�1114T[,TtR IUI.I 1Nb'TM OI �1Mr91Ct fNAIL • K 11[YOVtD � K►LAC[0 wfTN A1M10►MAT[ TRtATA�IT TO ' ' [%lfT1N• �A�[ 011 lU�MAO[ YATtMAL. FU� No. C•3229 `-[xl{( NMAG IU�/ACI 2 •27 CONCIIETE �lL T�EMCN W►CK/i�� !►Mll Y[[T • 11IOt,�REY(MT] f011 •11ApATWM AMO GOMtACTiON l� •I[GIII[0 �M iT[M •OZ Of TN( tTAM4M10 �►ICl/IGA' TIOIN /O� COMfT11UCTqM, IU��IC �oeK� o[►t,CiTr o� ►o�T MiORTN T[7(A! pit y►CKFILL A3 SPECIfIfD IH SiCTqNS C � 2 AMD EZ• 2 OI TII[ l/IG/iC�TiON� 1011 I�I.T(11 0[�+►/IT• Y[MT �RO.1[CT�, /ORT �OATM MIAT[� D[�T,CiTr 0� /O�T MORTN, T[�A/ `►110►OKO IAGIUTY MILfAL�ATWM "__ -T--�—►I►[ . ', dreM w�� TYPICAL S�CT'IQN-TRiENCW R�F�41R - T'YPICAL H. M. �1. C:�SUR�'i4CE �IlTlrl SOIL BAS� . * FqT WX At►HAITIC CONCRtT[ C/T Y Of fORT �TN aev •e -� ^• e z . . TRAN�f''��TA�I• N/f t FI , 4:, Rh,S DEPT. �[v-n—i—is fR/Q/�EfRtQ�! D/V/�/ON Rcv-ii-ro-ao (� fY�ST WR� \ � �UTT(R �• ,, . [x�lT ��f[ f /�. I 0 / .� �*.' 1e� �I' , �' � � L� � � � � �� ',�� I� � � � '.�,� APPENDIX 0 . EASEMENT DOCUMENTS . � � PARCEL N0. � � 2 3 � 4 5 6 � 7 8 9 � 12 13 15 � 16 17 18 D 19 20 � � � � � � � � � � � � UNIT N0. �a 18 18 18 18 18 1B 18 18 18 1B 18 18 18 18 18 18 NAME ADDRESS TYPE EASEMENT VIRGILIO MAR 2605 BOMAR FORT WORTH, TEXAS 76103 PERMANENT EASEMENT RONALD ALLDREDGE PO BOX 3303 FORT WORTH, TEXAS 76713 PERMANENT EASEMENT DANNY M. SIDES 3816 CANDLELITE FORT WORTH, TEXAS 76109 PERMANENT EASEMENT LYNN SMITH 925 N BURLESON RD. FORT WORTH, TEXAS 76028 PERMANENT EASEMENT CHRISTOPHER CARROLL 4200 S COOPER STE 207 ARLINGTON, TEXAS 76015 PERMANENT EASEMENT CHILDS CONSTRUCTION COMPANY PO BOX 50759 FORT WORTH, TEXAS 76105 pERMANENT EASEMENT K. C. YALE 7800 MEADOWBROOK DR FORT WORTH, TEXAS 76112 PERMANENT EASEMENT Y& Y ENTERPRISES 7800 MEADOWBROOK DR fORT WORTH, TEXAS 76112 PERMANENT EASEMENT DOUBLE M ENTERPRISES 2600 W VICKERY BLVD FORT WORTH, TEXAS 76102 PERMANENT EASEMENT TEXAS UTILJTIES PO BOX 219071 DALLAS, TEXAS 75221 PERMANENT EASEMENT RAFAEL MARTINEZ 2820 E. LANCASTER AVE. FORT WORTH, TEXAS 76103 TEMP. RIGHT-OF-ENTRY MONTY W. BENTON 5118 INVERNESS AVE. FORT WORTH, TEXAS 76132 TEMP. RIGHT-OF-ENTRY DAVID T. EYERS,EfAL 2035 DAVID DR. ESCONDIDO, CA 92026 TEMP. RIGHT-OF-ENTRY EDWARD BROWN 2508 NORWOOD DR. HURST, TEXAS 76054 PERMANENT EASEMENT MONTY W. BENTON 5118 INVERNESS AVE. FORT WORTH, TEXAS 76132 TEMP. RIGHT-OF-ENTRY MONTY W. BENTON 5118 INVERNESS AVE. FORT WORTH, TEXAS 76�3z TEMP. RIGHT-OF-ENTRY MONN W. BENTON 5178 INVERNESS AVE. FORT WORTH, 7EXAS 76132 TEMP. RIGHT-OF-ENTRY � � � � M-399 Drai�ingc A�ca Sanitary Scwcc• Systcm Rchabiliatation .& Improvcmcnts (Cronp G, Contract 1), Part 7 llOE !l IS27 Parcc! 8 l TiiE STATE O�' T1:XAS courv'n• oF'tARRAN"1' PER111ANENT' SANITAliY SI's1VER CASEi11EyT T1iAT , Virgilio hlar, l�crcinaflcr rcfcrrcd to as "Grantor', for and in considcrauon of Onc Dollar (S1.00) and o�hcr � valuablc considcration paid by thc Ciry of Fort 1Vordi, a municipal corporation of Turant County, Texas, rcccipt of whictt is hctcby acknowicdgcd, do grant, bargain, and convcy unto said City, its succcssors and assigns, thc usc and p�ssa�c in, ovcr, across, bcfow mid along dic fotlowing puccl oc uact of land siluatcd in Tatrant Caunry, Tcxu, in accordacuc with thc plat licrcto attaclicd: �SE� ATTACIlED �\111131TS "A" & "li" IJ ]t is fwlher agrced and undcrstood U�at the City of FoR Worth �rill be permitted the use oF the above describcd strip of land � for thc purposc of thc constcuction and maintcnancc of a sanitary scwcr main. Thc sanitary sc�vcr main wi11 bc an cight (3) inch sanitary scwa linc to bc co�utructcd by opcn trcnch mc�hod and wilf also liavc onc (I) sta�idatd four (4j foot samtary scwcr manholc:, r\n ingress and cgress cascmcnt shall bc yantcd in ordcr ihat acccss may bc 5aincd to thc abovc dcscribcd Pcrtnancnt Sanicacy Sc�vcr Casemcnt. � �� L� i'i �u � � LJ L�1 TO lI�VE ANU TO IiOLD lhe above dcscribed prcmises, tagcther with a1l and singular, thc rishts appurtcnanccs thcreto in anywisc bcionyng unto Ittic said City of Fort Worth, it5 succcssors and assigns, Forevcr. And Uwc hcrcby bind mysc!£/oursclvcs, my/oun c�irs, sueecssors and assigns, to warrant and forcvcr dcCcnd, all and singular, Qie said prcmiscs unto dic said City of Port 1Yort1�, iu succcssors and assigns, against cvcry person wliomsocvcr la�vfully claiming or to claim ihc samc or any part thcrcof. lt is intcndcd by ilusc pracnts to convcy a riSht-of-way to thc said City of Fort Wonh to main�ain, construct and repair thc abovc dcscribcd improvcmcnts, wiih thc usua! righ�s oF ingrrss and cgress in ihc ncccssary usc of such right-of-way, in and along said prcmiscs. IIV WITi�CSS WI3EltE0F, Grantors havc causcd this instrumcnt to bc cxccutcd on thc day of ,19_ � � EXHlBIT "A" �A-390 Drainagc Area Sanitary Sewer System chabilitation & Improvemcnts (Group 6, Contract 1), Part 7 OE �� 1827 arce! �1 � � � � LANCASTER AVENUE SCALE 1 "=20' � �VEBB A�C��ITION X = BLC CK 4, �/OL. � 388—G, PG. 8� a Q�o " . . Q'd' � N N � � � > ^ V u a o Q c � ^ " Lots 2 dc 3 �� c+ o� �,� I Lo[ 2 Mar, Yrgilio Lot 3 �� o a J� J N 28Q4 E Lancaste� Avenue • o o, c� � W_ Vol. 12036 Pg. 765 X —� � � N 0 �p> � I vW•- O - � 4N0 N � ^ ] � ' N ._. �� r �1� CT \'1� rT ,_._ � \ \ 10' PERMAN NT SANITARY � \ �SEINER � SEtv1ENi�� \\ \\\\\\ \ � c E � E--- E t �� - ' •--�. ��., _ .. CONCREiE � X ('� PAVING U� DCISTING 5' UTILIiY EASEMEYT PER PLAT RECCRDED iN VOL 388—G, PG. 8 D.R.T.C.T. � T 8c P RAILROAD � R.O.W. D o� � o C�� Q , � r Daniel i. po'sPh R.P.L.S. Nb. 4749 L�J Date: September ' ==_:— Baird, Hampton & Brown, Inc. ��N EiY: JPH —= C}1EGXE0 bY: OHJ = Erigizic�xizZ 8c Survc irz � g y � BH8 PFCL'ECi: 97S9.CC0 0 Nouaton SL Suite JCO Fort Warth, Te:on 76102 (817J 3dfl-1277 Fax (8i7) 316-9245 ��. ,.-.,. .._�,. .- ---- � � 1.! � �: �� D 0 � a � � D D Di-390 Draiva�c r\rca 5auila�y 5cwm• Systcm lichabilialalion .0 Iwp�rovciucnt� (Group G, Conli•:�ct 1), Part 7 DOE 11 t327 Para! !{ I L;\IIlBlT "(i" PEItM11ANGN'I' SAYITAitI' SG�VL•'!t L•'ASL�IINT Ucing a portion of a trac: of larid dccdcd to a Virgilio �1ar per documcnt tccordcd in Volumc 12036, !'asc 7G5 of ilic Dccd Rccords oC'farryit County, Tcxas, situatcd in tlic Ciry of foct 1North, Tarrant County, Tcxas, said iract also bcing a portion of Lots 2 asid 3, Block 4, Wcbb Addition per plat recorded in Volumc 383-G, i'agc S of said Dccd Kccords, S.L(I Pcnny�cnt Sy�itary Scwcr Eascnunt bcing morc particularly dcscribcd u foilows: Dcin� a tcn (l0) foot widc Pcrmancnt Sanitary Sc�vct L•�scmcnt of which is locatcd adjaccni lo and parallc! �vith an cxisting fivc (5) foot widc uiifity cascmcnt of which is locatcd alons thc rcar properiy tinc of said Lo�s 2 y�d 3, I31ock 4 as shown on (hc plat oF saiJ 1Vcbb Addition. L�� D �1-19U Urainagc Arca S:uiit��y Scu•cr Sysicm • ' Rchabiliatation & Impc•ovcmcnts (Craup G, Contnct 1j, Pa�t 7 llOC N 1327 Parccl !12 �TII� STATE OF TEXAS l� COUN'iY OFTAItIL\NT � PER11fANENT SANITAItY S�tiYCR CASE\tENT Q TFiAT , Ronald Aildredgc, licrcinaRcr rcfcrrcd to as "Grantor', for and in considcration oC Onc Dollu (S 1.00) and othcr valuabic considcration paid by Oie Ciry of Cort Worth, a municip�l corporation of Tarrant Counry, Tca�s, reccipt of which is hcrcby acknowlcdgcd, dogrant, Uargain, and convcy unto said City, its succcssors and assigns, tha usc and passagc in, ovcr, across, bciow and along thc follo��ng parccl or tract of land situatcd in Tarrant County, Tczu, in accord�cicc wich thc plat hcreto attachcd: � SEE ATTAC(IL''D CXIIIBITS "A" & "13" • !t is furthcr agrccd and undcrstood that tlie Ciry of Fort Wor.h will be permitted the use of Ihe above dcscribcd strip oC land � for the purpose of the construction and maintenance of a sanitary sewer main. The sanitary sewer main wiil be an eight (8} inch sanrtary sewcr line to bc construcied by opcn trench mcthod M in�ras and cgress easement shall be grantcd in order tliat access may be gained to ilie above described Permanent Sanitary Setiver Lasement. a TO IIAVE AYD TO fIOLD the above describcd premises, together with all and singular, thc rights appurtenanccs thereto in anywisc bclonging unto thc stid City of Fort Worth, its successors and usigns, forcvcr. And Uwc hcrcby bind myself/ourselves, myloun c�irs, successors and assigns, to warrant and forever defend, a11 ar,d singular, the said premises unto Qm said City of rort Wonh, its suceessors and usigns, againsi every person tivhomsoever lak�fully claimmg or to claim the samc or any pact dicrcof. �[t is intended by Umse prescnts to convey a right-of-way to ihe said Ciry of Fort Worth to maintain, construct and repair tiJ the above described improvements, witli ihe usual rights of ingress and egress in Ltie necessary use of such right-oC-way, in and alans said prcmises. 1 f � IN IViTNESS tiVIfERC01�, Grantors havc caused diis instrument to _be executcd on d�c day of u ,l9 L� J � ��' I■I u L�J L�J L�!i L� �� EXHIBIT "A" ;� �t-390 Drainagc Arca Sanitary Scwcr Systcm Zehobilitation & Improvements (Group 6, Contract 1), Part 7 OE � 1827 arcel #2 '� - �� LANCASTER AVENUE SCALE 1"=20' � w E B B ,�.� X i�i \- � BLOCK 4, �/OL. 38 —G, U � � � m �� > ar� v °,•`�� a � � o¢ 'Q, °' 0. Lot 4 a m �+ D '� ` b,� _ Altdredge, Ronatd � �n �„a �' �M " 2812 E Lancastcr Avenue ,; �°,� 'g � � N Vol. 12667 Pg. 1227 �� J^ W^ � �w . oj � ASPHALT <�j �_ _ _ N — —_ PAVING , m ��C �—C� ��' \T 'c—c� --� N \ 10' PER4iANEiJT.SANITARY � SEWER EASE\ENT \ " � E LJ � —E-� E E _______— ____��_ • x .. z`— z-- E.. F� , � EX15i1NG S' UTfUiY EASt�1ENT PER PLAT RECORDED IN VOL. 388—G, PG. 8 D.R.T.C.T. �� Q T 8c P RAILROAD R.O.W. �' L�� %�, ;,_ ,1 Oanie! . J k n R.P.L.S. No�4749 a �::�.. Date: September 18, 1998 -_-== Baixd, Hampton & Bro�Yn, Inc. � -'— Engin.�cring Sc Survcying '�df0 Nou�tun SL Suito S00 Fort Worth, Taxa• 7610� 817 338-127 F ( � 7 ac (Hll) 338-9245 CRAWN EIY: dPN CHECXED BY: DNJ 8H0 PR0.JECT^ 9799-000 � � a a � D � � � a .a � Q a � a � � a �� 1-390 Urainagc Arca Sanitary Scwcr Systcm RcLsbili:uatiou 8c Improvcmcnts (Croup G, Coulract 1), Parl 7 llOh:tt 1527 Parcc! !12 IiX11II31T "li" P[sR�1.1NCiY'P5A�ITAKY SL:IYER IASi's\1[i\T f3cing a portion of a tract af land dccdcd to a Ronald Alldredgc per documcnt rccordcd in Volumc 12GG7, Pagc 1227 of thc Dccd Rccords ofTarryit County,'I'cx:is, siwatcd in lhc Ciry oFrort Worth, Tarrant County, Tcxu, said tract also bcins a portion of l.ot 4, Block 4, Webb Addition per plat rccordcd in Votumc 333-G, Pagc 8 of said Dccd Kccords, said Pcrmmicnt Sanitary Sc�vcr Lascmcnt bcinS morc particularly dcscribcd as follows: t3cing a tcn (10} foot widc Pcrmancnt Sanitary Scwcr L•ascmcnt of which is iocatcd adjaccnt to and parallcl with ari cxistim• fivc (5) foo� widc utility c:Lscu�cnt of tivhich is locatcd along thc rcar property linc of said Lot 4, Ulock 4 as sliowlt on thc plat of said Wcbb Addition. � � P1-390 Draivagc Arcw Sanita�y Sewcr Sysicnt Rchabiliatation &]mprovcmcnts (Ciroup G, Contract ]j, Part 7 DOC1! 1327 Parccl # 3 U TIlE STA'f'C Or TE\AS COUNTI 0i� TAI2IL�NT � P�Ri11A�1CNT SANITARY SE1V�R �ASEbiCNT � TiiAT , Danny hl. Sidcs, hcrcinaftcr rcfcrced to u"Gcantor", for and in considecation of Onc Doilu (51.00) and othcr valuable consideration paid by the City of Fon Worth, a municipal corporation of Tarr�nt Counry, Texu, receipt of whicli is hcrcby acL•nowlcdgcd, do,grant, bargain, and convcy unto said City, its succcssors and usigns, thc usc and passagc in, ovcr, across, bclow and along Uic folfowin� parcc( or tract of land s'stuated in Tarrant Counry, Tc�cas, in accordancc with il�c plat hcreto attachcd: S�� ATTAC(ICD G,\l[11ilTS "A„ Sc "13" Ii is furtl�cr agrccd and undcrstood that thc Ciry of Fort Worth will bc permitted the use of the aUovc dcscribed suip of land � Cor thc purposc of thc construction and maintcnance of a sanitary sc�vcr main. "Ihc sanitary scwcr main will bc an cight (8) inclt sanitary scwcr linc to bc coastructcd by opcn trcnch mcUiod An ingress and cgress cascmcnt shall Uc grantcd in ordcr that acccss may bc gaincd to lhc abovc dcscribcd Pcrmancnt Sanitary Scwcr Esscmcnt. TO IIAVIi AND TO I{OLD t6e above described premises, togetfier with ali and sinyular, the tights appurtenances thereto � in any�vise bclonginS unto the said City of Fort Worth, its successors and assigns, forever. Md U�ve hereby bind myselfloucselves, mylour heirs, suceessors and assigns, to warrant and forever de£en� a11 arid singulu, the said premises unto the said City of Fort Worth, its successors and assibms, against every person �vhomsoever lawCully claiming or to claim thc samc or any part durcof. � It is intended Uy these presents to convey a right-oC-way to the said City of Fort Worth to maintain, construct and repair the above described improvements, with the usuaf rights of ingress and egress in the necessary use of sucli right-of-way, in and along said prcmises. •� IN tiYITNESS 1V[IEit�OP, Grantors liave caused this instrumcnt to be e�:ccutcd on ihc day of ,19 � L*J � l�' � L�� C�1 �!'� � L�J EXHIBIT "A" 390 Drainage Areo Sonitory Sewer System habilitation & Impravcmcnts (Group 6, Contract 1), Part 7 E � 1827 Parce! #3 � � I� � LANCASTER AVENUE SCALE 1"=20' � --- — — --- W�:BB AC�C�l�lON � BLOCK 4, �/OL. 38a—G, PG. 8 u � m c � > e7 v a� I Lo: 7 � c< u� � Sidcs, Danny M .b � y a �° i� ZB24 E Lancastcr Avcnuc o � o a Vol. 5244 Pg. 717 m L c c`t�t oN U N „�� — O Ol a� cao o E..�n. J.C�M � 'JNW_ � o oW•- • m> 1 N � . . O p / ¢7 N�] N N 10' PERMANEN S NI ARY� 1`�— ^ , , \SEWj ER \EA;SEM��\\\\ 1 � � R � —� i � x. , X 1 � X X EXlSTlNG 5' U71U7Y EASEMENT PER PLAT RECORCED IN VOL 388—G, PC. 8 " D.R.T.C.T. � T c?c P RAILROAD R.O.W. p � .,,--�,,�, ��' s . • ..�`, .; �i,;,�:;•i ��''' '� '�:�. � ��? ' r�� `•`�'` '.. : � � ��F.� t `' � o .. +n*ar.n.+.in,-rn,a-.... ��°e" �'ti,x.:-.-h,�:u �S1�1 �~��,� 1�� ;, tr.� � '";r :i""''•1 Oaniel 'H. siin �� ,'�.c ,. o ;'„� '/ R.P.L.S. . 4749 r�'��`��-�"+s'� `� � � . �ua''�-= v� Date: September 18, 1998 �__ = Baird, Hampton & Brown, Ij1C. CRAWN HY: JPH CtiECXED BY: C}il .= ErigincEring BC .SLiI'VG-'yll�g 3H0 PRQ1ECi: 9799.000 810 Houstan SL Suite JCO For: Worth, iesaa 76702 {017) JJ�-1277 Fa■ (817) 3S'�-9245 DAi�: SEFTTEuaER 78, 1998 � 0 � � � � � � � .� � � � � � � � � � �1-390 Urainagc �\rca Sanilary Scwcr Systcm RchaUiliataliun .\ lmpru�•cmcuts (Group G, Cunlract 1), Part 7 UOE Jl 1327 Parcc1113 GXIIIBIT "II" Plft�IANEYT SA�iTARY SLIYGR CASL\II:�T [3cing a portian of a tract of land dccdcd to a Danny M. Sides per documcnt rccorded in Volumc 52�i4, Pagc 717 of tfic Dccd ltccords of Tarrant Counry, 7cxas, siluatcd in thc City of Fort Worth, Tarrant County, Texas, said tract also bcing a portiot� oF Lot 7, 13lock 4, WcUb Addition per ptat rccordcd in Volumc 333-G, t'agc 3 of said Dccd Rccords, said Ycmiyicnt Sy�itary Scwcr Gascmcnt bcing morc particulady dcscriUcd as foifows: Bcing a tcn ( I 0) Coot widc Pctmanr.nt Sanitary Scwcr Cascmcnt of which is locatcd adjaccnt to and parallcl with an existing fivc (5) foot widc ulihry cascmcnl of wl�ich is locatcd along ll�c rcar property linc of said Lot 7, Dlock 4�s shovm on Ihc plat of said Wcbb Addition. 0 u � M-390 Urainagc Arca Sai�ilary Scrvcr Syslcm Rchabiliatation & Improvcrocnts (Croup G, Contnct 1), Part 7 DOE I{ 1327 Parcc! !14 � TIIE STATE Or TE:G1S COUN7'1' OFTAliIL�NT j � PE1LYlA1VENT SAt`11TAI2Y SEIY�R EASEMENT ^ TilAT, Lynn Smitli, hcrcinaAcr rcCcrrcd to as "Grantor', for and in considcration of Onc Dollar (51.00) and othcr valuabic ;+ considcration paid by thc City oE PoR Worth, a municipal corporation of Tur�nt County, Tc�u, rcccipt of wluch is hcrcby �,.� acknowlcdged, do granl, barg3in, and convcy unto said City, its succcssors and usisns, thc usc and pus�gc in, ovcr, across, bciow and along ihc following parccl or uact of land situatcd in Turant Counry, Tcaas, itt accordancc wiUi tftc plat Itcrcto attachcd: � SEE ATTACIIED IXIIIBITS "A" & "i3" lt is furthcr agrccd and undcrstood Uiat ihc City of Port Worth will be permittcd thc usc of d�c abovc describcd strip of land D for ihe purpose of the construction and maintenance of a sanitary sewer main. 'I1�e sanitary sewer main will be a�� eight (3) incli sanitary scwcr linc to bc constructcd by opcn trcnch mcdiod and will also liavc onc (!) standard four (4) Coot sanitary sewer manhole ac�d reconnect a four (4) inch service line. An ingress and e�ress easement shall be gry�ted in order iliat acccss may bc gaincd to tlic abovc dcscribcd Pcrmancnt Sanitary Sc�vcr L-ascmcnt � � � � � � LJ � L�_ 7 � � TO ItAVE AND TO IIOLD tlic abovc dcscribcd prcmises, togcQicr witl� all and singular, ilic riShu appuncny�ccs thcrcto in anywisc bclonging unto Qm said Ciry of Port Worth, its succcssors and issigns, forcvcc And Uwc hcrcby bind mysclf/oursclves, my/oun c�irs, succcssors and assigns, to �varrant and forcvcr dcfcnd, all a��d singular, �hc said prcmiscs unto thc said Ciry oC Pott Worth, its succcssors a��d issigns, against cvcry persan whonuocvcr lawfully cfaiming or to claim 4�c samc or any part thcrcof. It is intended Uy these presenu to convcy a ri�ht-of-way to Qie said City of Foct Worili ro myntain, construct yid repaic il�c above described improvcments, widi Uie usual rights of ingress and egress in the necessary use of such right-of-way, in and along said prcmiscs. !1`! �YITN�SS lYfiGKCOr, Grontors have caiucd llus instrwncnt to bc cxccutcd on d�c day of , 19_ L�J � EXHIBIT "A" "a-390 Drainagc Arca Sanitary Scwcr Systcm habilitotion & Improvements (Group 6, Contract 1), Part 7 E J� 1827 arccl (�4 � L� I � Q LANCASTER AVEN U E SCALE 1 "=30' � �.'�/ E B B� A C� [� i T I O N _ BLOCK 4, �OL. 38� —G, PG_ 8 � �� r Sdeti Danry L 1 I la4 9 . 1614 E Itmm.tr Mmu� � ' 1hl 3114 Pp. 717 �O�' � I Lata f0 � �<ii �. ' (aL49t 1Q { c` I Smith. Lynn � 2 F1—�.g 7BIL E lanra�ter Mmw I Yd. 792ti Py 531 �,�.� �E�n ��W ------ - 9 g3 .� �\ � t-�-` � 10' PERMA ENT � �SEWER E�SEMEMffAR \ � _„ �• -�.�.. �� = t - . � ___��\\\ \� : C ` : ,� •--. ' -_ �� v-��-�- Q EXISTING 5' UTILITY EASEMENT PER �,Q ��- PIAT RECORDED iN VOI. 389-G, PG. 8 CJ � D.R.T.C.T. Q n �O , y`t.J ° � T 8c P RAILROAD Q � �J �. � -�v � �'+;,�^'�'� 7 ,('�'�r v '� rT9 fi 4� rs:4 �lS..�._.e�i-�.i�AxLM �, � ,� ��d ��,, —`4 p ro,��Q � ' �'''�� r: ��. I3�aniel }�. Jo'slin �n �'�� R.P.L.S. No.�4749 � Date: September 18, 1998 O O o oQ R.O.W. _-== Baird, Hamp�on & Brown, Inc. � ORAWN 8Y: JPH ICHECKED HY: OHJ �� Engixiccring 8c Survcying I pH9 PRQIEC7: 9799.000 � 0 Houatun St Suita 1C0 Fort WoAh, Texce 76102 (817) 3y8-1277 Fax (8171 338-9745 � � L.! a � � � � � � � � �. � � � � � � M-390 Urainadc Arca S:initary Scwc�•Systcm lichnUiliatation S lmprovcmcafs (C�roup G, Contract I), Part 7 DOEA I327 Parcci k 4 EXII1 i3IT •' B" PCK\lAiYLN7' SAYlTAR1' SLIVCR GASE�\IENT I3cing a porlion of a tract of land dccdcd lo a Lynn Smilh per documcnt rccordcd in Volumc 79Z4, Pagc 531 of thc Dccd Records of Tarrant County, Tcxaz, situated in thc Ciry of rort Worth, Tarrant County, Tcxu, said Iract also bcing a ponion of Lots 3, 9 S: 10, Ulock 4, Webb Addition per plat rccordcd in Volumc 3S3-G, 1'a�c 3 of said Dccd [Zccords, said Pcnna�unt Sanitary Scwcr C•ascment Ucing morc puticularly dcscribcd as follows: Ucing a tcn (10) foot widc 1'crmancnt Sanitary Sctivcr Gascmcnt oC which is locatcd adjaccnt to and parallcl with an caisting fivc (5) foot widc utiiiry casc�ucnt of which is locatcd along Ihc rcar property linc of said Lots 8, 9 S: 10, I31ock 4 as sho�tin on tiic plat of said WcbU Addition. � � a Ai-390 llrai»agc Arca 5:��,�w�y s�w�� sys��,� Rchabilialation & lmprovcmcnts (Croup 6, Contract 1), Pa�K 7 l101 N 1327 I'�rcc! # 5 �TiIE S7'.1TE Of� TEXAS �.,� COUN'I'1' OFTAIiRAYT � PIiIi�1ANEN'PSAN("i'ARl'SE�VEREASEIIENT TISAT , Christophcr Carroil, hcrcinaftcr refcrred to as "Grantor', for and in considcration of Onc Dollar (S I.00) and odur � valuabic considcration paid by dic Ciry of rort 11'orth, a municipal corporation of Tarrant Counry, Tcx�, rcccipt of which is hereby aeknowfedged, do grant, bargain, and comey unto said Ciry, its suecessors and �signs, the: use ��d p�sa�e in, over, across, below and along dic following parcel or tract of land situated in Tarrant County, Texas, m accordance with il�c plat hcrcto attachcd: � SCE ATTACIIEU EXIIIBITS "A" & "t3" lt is fuRher agreed and understood that the City of Fort Wvctfi will be permitted the use of ilic above described stnp of fand for the purpose of the construction and maintenance of a sanitary sewer main. The sanitary sewer main ��11 be an eight (3) � inch sanitary scwcr linc to bc con:,tructcd by opcn trcnch mcdiod and will also havc onc (l) standard four (4) (oo� sanitary sewer ma�ihale and reconnect a Cour (�!) inch service 1'ine. An ingr�ss and egress easement shall be granted in order diat acass may be gained to �he above described Permanent Sanitary Sewcr L-�sement. L�J � � l�� J l'�1 L�.' TO IiAV� AND TO IIOLD the aUove described premises, together with all and singular, thc rights appurtenances thcreto in anywise bclonging unto the said City of FoR �Vorth, its successors and assigns, forever. And llwc hereby bind myselflourseives, my/our heirs, successors and assigns, to warrant and forever defend, all and singular, d�e said pcemises unto the said City oC fort Wonh, ils successors anJ assigns, agaiast every person whomsoever lawfully claiming or to cl�im thc samc or ar�y part thercof. it is intended by �hr.se presents to convey a right-of-way to lhe said Ciry of Cort Worth to maintain, conswct and repair the above descri6ed improvemenu, with the usual rights of ingress and egrus in the necessary use of suc4 right-of-way, in and along said prcmiscs. IN �YITitESS lVkl@RGOr, Grantocs liave caused t4tiis icutrument to be executed on the day of . 19 l"�J � EXHIBIT "A" �d-390 Drainoge Arca Sanitary Sewer System (''�ehabilitation & Improvements (Group 6, Contract 1), Part 7 j {OE � 1827 e�arcel #5 �� LANCASTER AVENUE �� l�J � u � .� � � � SCALE 1 "=20' W��3 B AC��IITION BLOCK �5, �/OL. 388 G PG. 8 + � � � m o � y c� Lot B V�d' o¢ Carroil, Christophcr S a �¢ m �<' Q1 2700 E Lancastet Avenue °� a� • o m� Vol. 10016 Pg. 1945 ,� `„a f� p� a1 Cl � N U tU .` p CC� Q t U �D n O O.t .�U �� QU-�r7 _ J 0 J pi W_ O la1 ^ � �p > � ' i .- U 0 > V N N I ( I � � l � J � I • �( \�` � � — � `SANITPRY � ��SEtiIENT\�� E� �. ,� o - _� � �p PF �� ,� � �� EXISTING 5' U'fiUiY EaS"cMENT PER PLAT RECORDED IN VOL 388—G, PG. 8 ' D.R.7.C.T. A� R p ��! . ��i P RA��R� � & �:�';�, rti ��; �:: ;="'=:�� ,.�� ,-_ ��'� �`� .;1 ��, � �x-�....�..�) ,� ..�_ ta. Jt:., _1 y aniel . osfin � �� y.�'""`�""r' R.P.LS. N� 4749 � ��:R ��5��'�G � Date: September 2} , � ggg - $UR` — �= Baird, Hampton & Brown, Inc. —= Eri�;ixl��xin.g Sc Surv�3-in,� ,8�ouatnn 5t. Suite J00 Fort Worth, Te:a: 761p2 (8l7} SSB-1277 Faz (fl17) 370-9�a5 oRnw� sr: �� CHECXm BY: OHd BHO PRQIEC7: 9755.000 1 � � � � � � a � � � � � V � � � � � � i11-3')0 Urainagc Arca 5anita�y 5ctivcr Systcm Sicl�abiliatation �l lmproccmcnls (Croup G, Conq'acl 1). Part 7 UOI: (1 1327 r,ru� u s exiitarr ��a�� I'EKAI.INGNTSANITARYSEIVEK EA5[:��IGNT I3cing a portion of a tract of land dccdcd to a Christophcr Carroll per documcnt rccordcd in Volumc (001G, Yagc 1945 of thc Dccd Rccords of Tarry�t Counry, Texas, situatcd in thc Ciry of fort Wortli, Taaant Counry, Tcxas, said tract also bcing a portion of Lot S, lllock 3, Wcbb Addition per plat rewcdcd in Volumc 383-G, Pagc 3 of said UccJ Rccosds, sa+d Pcrmancnt Sanitary Sracr Lascment bcing morc particulariy dcscribcd ac follows: l3eing a ten (10) (oot wide Permanent Sanitacy Sewer Cuement of which is located adj�cene to and parallel v.ith an e�istin� fivc (5) foot widc utility c�cn�cnt of tivhich is locatcd along thc roar property linc of said Lot S, Eilock 3 u sho�m on tl�c plat oF said Wcbb Addition 0 � � {11-370 llrninugc A�ra S�u�itury Scwcr Syatcm Rchabiliatatiai Sc Aup�rovcmcnls (Group G, Contract 1), 1'urt 7 DOE 11 1327 ParccS tt 6 1{ T1iE ST�1TE Oi� TE��S 1.! couNrY oF rnxunu-r � PER6I�NENT SANITARY SEIY�R EASE\fI:NT T11AT , Childs Conswction Company, Lic., hcrcinattcr rcfcrrcd to as "Grantor', for and in considccauon of Onc Dollu ('"� (S 1.00) and othcr valuablc considcration paid by Qic City of Port Worth, a municipal corporation of Tarryit County, Tcxas, L j rccc'spt of whi�li is licrcby acknowlcdgcd, do gr�it, bargain, and convcy unto said Ciiy, its snccasors :md assibns, d�c usc and pu�sagc in, ovcr, across, bclow and along thc following parccl or tract of land situatcd in Tarrant County, Tc�as, in uccordancc wid� tlic p(at licrcto auaclicd: � SEE A1'I'r1C1IED LX1II]3ITS "A" & "B" It is futtl�cr agrccd and undcrstood tl�at iltc Ciry of Fort Won1i witl bc pcmiittcd thc use of thc abovc describcd suip of land for the purpose of Ihe conswction nnd maintenance of a sanitary sewet main. The sanitary sewer main will be an eight (8) nincl� sanitary scwcr linc to bc constructcd by opcn trcncli mcthod and will also havc onc (1) standard (our (4) foot sanitary �� sewer manhole and recorinect a Four (4) inch service line. An ingress .r.d egress easement sl�ali be 5ranted in order that aeccss may bc gaincd Io d�c abovc dcscribcd Pcrmancnt Sanitary Scwcr F.�semcnt. � TO IiAVE AND 70110LA il�e aUove described premises, together with all and singular, Ihe rights appunenances thereto in anywise belonging unto tlie said Ciry af Foct Wocth, its successors and usigns, focever. And ]/we hereby bind mysc]f/oucsc]vcs, my/our Itcirs, succcssors and assigns, to wurrant and forcvcr dcfcnd, all and singular, thc said prcmiscs �,�o a�� sya c��y or r•oR wort�,, iu succcssors and �ssigns, against cvcr� pccson tivl�onuocvcr lawfully clainung or to claim � lhc samc or any pari thcrcof. �} It is intended by these presents to convey a right-of-way to the said Gry of Fort Wor,h to mai;.:ain, construct and repair the above deseri6ed improvements, with the usuai righu of ingress and egress in t�e necessary use of such ciylu-of-way, � in and along said prcmiscs. _ 1[�l WITi�lESS �Y!(tiREOC, Grantocs havc causcd diis ic�trumcnt to bc cxccutcd on dic Jay of . �9 ^ � � � � � � l�J I�L� I EXHIBIT "A" � '!-390 Drainage Arca Sanitary Sewer System �chabilitation c4c Improvemcnts (Group 6, Contract 1), Part 7 OE �� 1827 arcel ��6 � � � LAN CASTER AVEN U E � SCALE 1"=30' �w� B �,o i�i o r� - BLOCK 3, ��/OL. 38�—G, PC . 8 _ � � ( �� ^ �^ � � ��a �,o ��[/• � —�.. Yl�l: l" I! lI ! ll) � Y e a' Ncn � -u+� O�S.a- � JY9p � , lal� C. 10 Z 11 � 9„_ 59�i cNb. ��.w�na� Co. n>' � � 8 0 27fvdE 3�+a� � ai� �_y$ Va4 Se74 Fy. 107 9�W_ � � ` 38> I � n _ f�— � I � � �, _ 1 � I _ rr� ct1�� \ \ \ \ \`��\\ \ �1�\ � �co�t` _'�—�, � ' ' � ��1�� .�f�- � � ��DOSiWC 5' UfMY FASE)1ENT PR HFJ.N�Ir WGW� f � � PUT RECORCfD PI Vd.. 3159-C. PG 8 M'E1 ORL4L \ \ � � OAD R�o�w. � P RA��R � � � ��'� "�° �� ;� ��1'?�G��;; L . � .;''�' e p�� q n �� «+iv:.'a:gr-xo,�+c.�.ry�.i � ' �: r` H a7 v_97 ji (. ��my).:.Y\.i��Ta"�e'M S A ,��e u n rG7 :''' 4 i/! ;�c�a�+et�� ;i�, � aniel Fi: os in ` fp �� ;,?,,•. ,. ,,:,� ..._y R.P.L.S. N 4749 �� "'�_� �: �•,: %�` � ��l Date: September 21, 1998 —' �= Baird, Hampton & Brown, Inc. = Ezzginccring 8c Survcying 8 Nuvalon St. Suite 300 Fort Worlh, Texas 7610Z f8i71 1SR-1977 c,... �n�� *.^ ^^�� DFi.1WN 6Y: JPH CHECKED 5'f: OHJ CHB PFC.,:C'; 9799.CC0 � U � � � � � � � .� � �..�i � � � � � � � PI-390 Draivagc Arca 5auitary Sc��•cr Systcm Kchabilial:�liou Jc I�uprovcmcNs (Group G, Contracl 1), 1'art 7 DOL f1 1327 Parcci ft G G\ I I I B IT '•!3" PLIt�L1NlNTSAYII'ARYSEII'GA GASI:i�tEYT Ucins a portion of a tract oF I:vtd dccdcd to a Childs Construction Company, Inc. per documcnt rccordcd irt Volumc SG7d, 1'agc 107, Volumc 3J3G, I'agc 134 of thc Dccd IZccords of Turmit Counq�. Tosas, situatcd in thc City of !rort 11'ortli, Tarrant County, Tcxas, s�id uact also beim� a portion of Lots 9, 10 S: I 1,(llock 3, Wcbb Addltion per plat rccordcd in Volumc 383-G, Pasc S of said Dccd Kccords, said Pcrmancnt Sy�icary Scw�cr Gascmcnt bcing morc panicularly dcscribcd as foltows: I3cing a tcn (10) fooc widc Pcrmancnt Sanilary Scwcr Eucmcnt of which is Ia:alcd adjaccnt lo anJ parallcl with an c�isiing fivc (5) foot tividc utility cucmcnl of whicl� is locatcd along thc rcar property linc oF said Lots 9, 10 S 1 I, IIlock 3 as sliown on llic pl�i of said WcUb Addition. 0 L�J � 1�I-390 Drainngc Arca Sanitary Scwcr Sysicm Rchubilintntion & Improvcmcnts (Croup G, Confract 1), Part 7 DOE !1 1527 Parccl H 7 �Tli� 5TATE OF'tL��S W COUN'IY Of TAIiiL�N'l' � PEI21�1ANLNI' SAN(TA1tY SE1YEli EASE�SENT T1iAT , K. C. Yalc, hcrcinaflcr rcfcrrcd ta as "Grantor', for and in considcration of Onc Dollar (S I.00) and oU�cr valuablc � considcration paid by d�c City of I'ort 1Vorih, a municipal corporaaon of Tarrant County,'fc�as, rcccipc of wl�ich is hcrcby acknowlcdgcd, do gryit, Uargain, vid convcy wito said City, i�s succcssors and assi�, ihc usc m�d passagc in, ovcr, across, bclow and along thc following parccl or tract of land situatcd in Tarrazu Counry, Tc�:as, in accordancc ��ith Uu plat Ucrcto attachcd: �SEE ATTACIIGD E\ltlU[TS "A" 3c "B" �..6 It is fucthcr agrccd and undcrstood that tl�c Ciry of Port Worth will bc permiited thc usc of thc aLovc dcscribcd strip of land � for tl�c pucposc of dic consuuction and maintcaancc of a sanitary scwer main. Tlic sanitary scwcr nain will bc an cight (3) inch sanitary sewec line to be constructed by odier than open trench method. An ingress a�id egress e.lsement shall be grantcd in ordcr tliat acccss may be gained to the above described Pcrmanent Sanitary Sewcr L•ascmcnt. 7'O IiAVE AND TO liOLD dic above described premiscs, togeA�cr with all and singular, Q�c rights appurtcnances dicrcto �- in any�visc Uclonging unto tlic said City of Fort �Yorth, its succcssors and assigns, forcvc:. And Uwc hc:cby bind roysclf/oursclvcs, my/oun c�irs, succcssors a�id assigns, to warcant and forcvcc dcCcnd, all and singulu, thc said pscmiscs unto thc said Ciry of fon Worth, its succcssors auid assigru, against cvcry person whoauocvcr la•.��fully claiming or to claim thc samc or any part diercof. � It is inlcndcd by thcsc prescnts to convcy a right-of-way to thc said City of Irort Wo-th to maintain, co�struct and repair thc abovc dcscribcd impcovemcnls, �tid� thc �ual rightt of ingress and cgress in thc ncccssary usc of such right-of-way, in and along said prcmiscs. �` IPI tiYITNESS lYI1GRG01�, Grantors havc causcd this icutrument to bc executcd ca thc day of �.3 , 19 l�'J � f� !� l�!1 Li!J l�J l'�] l� � � EXHIB{T "A" 4t-390 Drainagc Arca Sonitary Sewer System f��ehabilitaEion & Improvcmcnts (Group 6, Contract 1), Part 7 :! p0E �� 1827 �arce! �7 � l�] � 1 SCALE 1 "=20' lJ 0 � � LANCASTER AVENUE W E B B A� � I�TI O N BLOCK 3. �/OL. 388—�, PG. 8 �ot tt Childs Construction Co. 2724 E Laneastcr Avenuc Vol. 5674 Pg. 107 I' -� %J\/o\�G / 1 � � �� Lot 12 Yale, K C 2732 E Lancaster Avenue Vol. 9085 Pg. 319 lot 13 Yalc, K C 1 2732 E tcncastcr Avcnue Voi. 9085 Pg. 319 1 �/��l ' �J,�. III� � � �-fi � � g 1TAR'�\ f- �C`yn' PERM��{nc�MENT��. 1- f \ SEw�! ��-�� `f � � J� � HEAViLY WCODED ARFJ� � �DCiSTiNG 5' U71LffY FASEUENT PER PLAT RECORDED IN VOL J88—G, PC. 8 D.R.T.C.T. R�� R'O.w• � � P Rp,IL � � / aniel H. in R.P.L.S. N . 4749 ( � Date: Septemher W -_= Baird, Hampton & Bxo�vn, Inc. ORAWN 6Y: JPH !_ n CNECXE� ul': DHJ -_= En.gznccring 8c Surveying pH� PR0.:EC': 9799.CC0 lt !aualon SL Suite 300 Fort Worth, Texaa 7G102 (0171 l'n—+�r �-- �^•" '-^ -- - , � � � � pl-39U Urainagc Arca SauiL•iry Scwcr 5ystcm lichabili:ttalion & improrcu�cius (Group G, Coutract I), Yarl 7 ll0E tl 1327 Parccl M 7 E\11l[31T "B" PI:IZi�L\VL•:NTSA\I"I'ARl'$G1VLR [:i1SE�IGN'I� � � � � �� l� � LRJ Bcing a portion of a tract of lyid dccdcd lo a lC. C. Yalc per dautncnt rccordcd in Volumc 9035, Pagc 319 of ttic Dccd Records of Tarrant County, Tcxu, siwatcd in thc Ciry of roR �Vorth, Tarryit Counry, Tcxas, said tract also bcing a portion of Lot 12 , 131ock 3, Wc6b Addition pa plat rccordcd in Votumc 3S3-G, Pagc S of said Dced Kccords, said Pcrmar�cnt Syiitary $cwcr Cascmcnt bcing morc parlicularly dcscribcd as follows: [3cing a lcn ( I Oj foot widc Pccma�tcc�t $anitary Scwcr Gyscsncnt of ivhich is locatcd adjacent lo ar,d paraflcl tivith an cxisting fivc (S) fooc widc utility e:ucmonl of wl�ich is locatcd along lhc roar property linc of said Lot 12, I31ock 3:is shov+n on tlic ptat of said �Vcbb Addition. L�J � � l�!1 � p9-390 Draiisabc ,1rca Sauit�ry Scwcr System Rchabiliatation & Jmprovccncnls (Croup 6, Contracl 1), Part 7 llOE B 1327 i'arccl I{ 3 T11E STATE OF TG\AS COUiVTY Ot� 7'AIttiAN"P PERASANENT SAfV1TARY SE1Vi:R CASIA'I�NT TIIAT , Y S: Y Lntcrpriscs, licrcinallcr rc(crrcd to as "Grantoi', for and in considcration oF Onc Dollar (51.00) and odicr � valuablc considcration paid by tl�c City of FoR Wocth, a municipa! corporation of Tarrant Counry, Tcx�s, rcccipt of which is hcrcby acicnowledgcd, do grant, bargain, a�id convcy unto said City, its succcssors and assiyns, thc usc a��d passagc i+i, ovcr, across, bclow and along thc following parccl or tract of land situalcd in Tarr;uit County, Tcxas, in accordancc �htl� ' 1hc plat hcreto attachcd: � ( SEE ATTACIItD �\IIlI31TS "A" & "6" 1,...1 It is fucthcr agrecd and w�dcrsiood il�at thc City of Fort Worth tivill bc permittcd dic usc of il�c abovc dcscriUcd strip of land for the purpose of the construction and muntenance of a sanitary sewer main. 'Ihe sanitary sewer main will be an eight (3) � incli sanitary scwcr linc to bc constcuctcd by othcr than opcn lccnch metliod and will also l�avc onc (I) standard four (4) foot sanitary scwcr manhola An ingress and cgress c�scmcnt shall bc grantcd in ordcr il�at acccss may Uc gaincd to 4�c abovc dcscribcd Pccmyicnt Sa�iitary Scwcr Cascmc�it. t� � l�J TO llAV� AND TO 1fOLD ilic abovc dcscriUcd prcmiscs, togcihcr with afl and singular, thc ri�hu appuricnanccs thcrcto in anywisc bclonging unto tlic said City of [ort WorUi, its succcssocs and assigiu, Cacvcr. And Uwc hcrcby bind mysclf/oursclvcs, my/oun c�irs, aucccsors and nssigns, to wurant and forcvcr dcEcnd, all and singular, il�c said prcmiscs unto thc said City of Fort WoRh, its succcssors and assigns, against cvcry person whonuocvcr 1a�4�fuily clainiing or to claim ilic samc or ��y part thcreof. — lt is intended by U�ese presents to convey a rie,;ltt-of-way to the said City oE Fort 1Vor'1i to maintzin, construct and repyr tl�e above described improvemenis, wiili the usuai rights of ingress and esress in die necessary use of such right-oC-way, in and along said prcmiscs. IN \VITNESS �VIi�R�Of, Gra�itors havc causcd lhis instcucncnt to hc cxecutcd on �:c day of , 19_ � � � � L!'�J � l�!J L"*,] L�J � EXHIBIT "A" 'd-390 Orainage Arca Sanitary Sewer System 2chabilitation & Improvcments (Group 6, Contract t), Part 7 OE � 1827 ❑rccl #8 , � � � � LJ 0 � � � ' � 0 0 RAILR�A� � - ,,�� :::_�..:.a_--� r � � �° . n 4i�',3 � � �� '?�J ��F`fi .��'.b,LC? Daniel H. o in �,�'�� `""'' '� � .�S 1,� 4? a�,...r R.P.L.S. o. 4749 r.*.- ' � Date: September 21, 1998 —_�- Baird, Hampton & Brosvn, Inc. = Enginccrzng 8c Survcying Houaton SL Suite 3C0 FoR Worth, Texas 76102 (B17) 3Ja-1277 F�. In�� .� �� LANCASTER AVENUE SCALE 1 "=20' WE=BB ,�.��ITIOI�� BLOCK 3, �/OL. 3�8—G, PC_ 8 � � � � �� Lot 14 Portion o( 15 � '?U¢''� ( � mQv n �S X.�,�, a Lot 1 h ft `Portion of 15 °�� N �� Y& Y I�tcrprises a �;, a -- _ c m 2736 E LcncasYcr Avenuc :e W � o �; �� m Vol. 55�i8 Pg. 137 I o� c c� a ao J W.: 1 � �J`Y �) l �dW_ N ^Od� n O N .�-� ,�[' \--�� •"'CZ �� \ �` \ \� \\\, }� PER �ANE SEh1ENiAR�\ � ^� �SEWER ,+ � �'��-�u�--� ��i �_, : � EXISTING 5' UTILf„ EASEMENT PER PLAT RECORDED IV YOL. 388—G, PG. 8 D.R.T.C.T. DRAWN G: JPH CH[CKEO G1': OHJ �HB PRC,IECi: 9799.CC0 � � � �J � � � � � � ` � � 1�J �! � � �I-39U llraivabc rlrca Sanil:uy Sc�vcr 5yslc�u Kchabilialalion �l improti•cuicn(s (Group G, Cotttracl 1), Parl 7 DOLI! 1ti27 1':trtcl I! 3 t:x>>iurr �.�;�� Lltni,�vL�-r5,�yrr,tit��sL�vi:►i e,�sLn�e�-r l3cing a portion of a tracc of I;u�d dccdcd lo a Y S Y Entcrpriscs p¢r document rccordcd in Volumc 5533, Yagc 137 of tl�c Dccd Rccords of'I'anvit Counry, Tc�as, siwatcd in tlic Ciry of Port 1Vorth, Tarrant Counly, Tcxas, said tract also bcing a poctio� of l.ol Id :uid I S, liluck 3, �VcUb Addition per plat tccmdcd in Volumc 333-G, Pa;,�c 8 of said Dccd itccords, said Pcnna��u�t Sy�itary Scwcr Gasemcni bcing morc particulariy dcscribcd as follows: [leing a tcn { l0) Coot widc Permvicnt Syiilary Sc�vcr E�emcnt of wliich is tocatcd adjaccnt to and parallcl w�tli an cvstiug fivc (5) foot widc utiliry cascmcnt of whicL is locatcd along thc rcar property linc of said Lul Id and a portion o( Lot 15, lllock 3�s sliown on Qic plat uf said Wcbb Addilion. l�J � � Al-3J0 Drainnbc Arc� Sanitary Scwcr 5yslcm AchabiliAt�(ion & lmprovcmciris (Croup G, Contract 1), Parl 7 uoL r� tsn r,r«i u � �TISE STATE OF'I'[:\AS �.1 COUN7Y O1� TAIiRr\N'1' � PL''ItPU�NENTSAN1TAit� SC1YL''!2 L':ASLIIILIVT 'i'11AT , DouUlc Nt L'ntcrpriscs, hcrcinaftcr rcfcrrcd to as "Gr:u�to�', for a�id in considcration of Onc Dollar (51.00) and n othcr valuablc considcration paid by 1hc Ciry of rort �Yorth, a municipal corporation of Tarrant County, Tcxas, rcccipt of L� wiiicli is hcrcby acl:nowlcclgcd, do grant, Uar�;�in, y�d comc}I umo said City, its succcssors a��d yssigns, dic usc and piss�gc in, ovcr, across, bclo�v a�id along thc follo�ving puccl or t�act of land situatcd in Tarryit County, Tcxas, in accordancc «ith tlic plat hcreto atlaclicd: � SI:�ATTACIIED �\111llITS "A" & "B" lt is furtlicr agrecd and undcrstood that dic Ciry ofPort Worth will bc permittcd Uic usc oFUic abovc dcscribcd strip oPland � for thc purposc of tlic construction and maintcnancc of a sanitary scwcr main. Thc sanitary scwcr main will bc an cight (S) inch sanitary scwcr linc to bc constructcd by opcn trcnch mccl�od. An ingress y�d csress cascmcnt shall bc grantcd in ordcr tliat acccss may bc gaincd lo thc abovc dcscribcd Pcrn�ancnt Sanitary Scwcr Eascmcnt. TO IlAVL AND TO IIOLD U�c abovc describcd premiscs, togcdur wiQ� all and singular, Aic riglits appurtcna��ccs il�croto � in anywisc Uclonbing unto thc syd City of Port Worlh, its succcssors and assigns, forcvcc Md Uwc hcrcoy bind mysclf/oursclvcs, myloun c�i�s, succcssocs a�id assig�u, to warrant and foecvcr dcfcnd, all yid singu:u, thc said pscstiiiscs unto thc said C�ty of Fort Word�, its succcssors and assigns, agait�st cvcry persou wl�omsocvcr la�v£ullp claiming or to daim thc samc or any part Qtcreof. �]t is intcndcd by thcsc prc.,cnts to convcy a righl-o( way to thc said City of forl Wordt to maintain, construct and repmr ls ilic abovc dcscribcd improvemcnis, wiUi d�c usua! tigh•s of ingress and csress in ilic ncccssary usc o: such ril;hi-of-tivay, in and a(ong said pccnuscs. , � I`! 1V1T1`lESS 1Y11kR10[�, Gracrtors havc causcd this instrumcnt to bc c�ccutcd on thc day of ,19 �� 1�i � LJ � � �J � � EXHIBIT "A" � '1-390 Drainage Arca Sanitary Scwcr System �chabilitation & Improvcmcnts (Croup 6, Contract 1�, Part 7 OE �� 1827 arcel #9 � � f�J �• Q LANCASTER AVENUE WEB B AO (� ITION I BLOCK 3. VOL. 3`t8—G, PG. 81 lct 16 h Part�Y� d lnt 15 Let li h T-M�on el 15 Da+Li� Y�nt�priw � Y k Y Entarprhm 27M E ldMd�tar Mnua 2738 E lanm.tar Mnnue LM 15 WL 407�IPg. 34E Vd. SSJ9 Pp. 177 �, ,� � 10� PERMANE�IT SANITARY Lat 15 � SEWER � EASEMENT Tss.co.r � ` — — � l � — � � � _�„�. � I � � � SCALE 1 "=30' �� f , .. - �_. _� -=� : . ` , ,�^� !� EXIS7 G 5� UTIUTY EASEMENT PER I 7i PLAT RECORDED IN VOL 388—C, PG. 8 � � D.R.T.C.T. � , v � T 8c P RAf LROAD R.O.W. 0 0 � �� S� % j�,.c �� wU. 7R.C'rt —' � � �� '��v�°��`�� Daniel Nj �o�lin R.P.L.S. (No. 4749 � Date: September 2l, 1998 - �' == Baird, Hampton & Bro�Yn, Inc. :�� Engin�cz-ing 8c Survcying 85D klouatoe S1. Suile J00 Fort Worth, Tczo� �6102 (nt71 i�n—�� r__ ie.+� --- -- e ORAWN 8Y: .1PH crtecxm ar: oH� �HD PROJE�: 9797.OG0 ; w , � ; z ; w I � , Q � �� z � �o � .rZ _�__-.. i � i � I, � , � � � � � � !J � � .� : � � � � � � �,� L�] L!1 p1-39U Urainagc Arca S:init:uy Sc»•cr 5yslcm Kcliabili:ilation \ Imprnvcmcnts (Cruup G, Conlracl 1), 1'arl 7 DOl U 1327 Parccl !19 G\I! I [31T '• f3,• PLR�I3ANL:Y'I'SAYtTARl'SI:IYEK GASCi11�N'P Dcing a porlion of a lracl of land dccdcd to a Jakc hlooro S: hlartin i�loocc (Uoubfc M Gnluprisu) per documcnt rccordcd in Volumc 4020, I'abc 3JG of thc Dccd Kecords of Tarrvtt County, Tcxas, situatcd in thc City of fort Worth, Tarryit County, Tcx�, said tract atso bcing a portion of Lot 15 and 1 G,[ifock 3, tiVcbb Addition per piat rccordcd in Volumc 383- G, �,yo s ors��d n«d ier�oras, said Pcrn�ancnt Sanitary Sctivcr L•ascmcnt bcin�� moro partuuiarly dcscribcd as follows: l3cing a tcn (10) Cout widc Pcnna�ic�it Sa�»tary Scwcr Lascnunt of which is locucd adjucnt lo and paraUcl wrth ari cxisung five (5) foo� wide utdity euement of which is located along thc rear properiy line of said Lol I G:uid a portian of Lot 1 S, Ulock ) as shown on tlic plat of said �Vcbb Addition. � � � M1t-3'JO Uraivage Arca 5anita�y Scwcr Sysiciu Reliabiliatation .0 linprovements (Croup 6, Contract i), Paii 7 DOE N i�27 Parccl t� 12 �7'IiC STATG OP TGXAS �� COUNTY O1� i',V222AN'1' � PERh1ANENT SANiTARY SEWER EASEi4iENT TIiA'P , 1'cxas Utilities, hercinal'ter referred to �"Grantor', Por and in considcration of One Dollar (S1.00) and olhcr � vatuable consideration paid by ihe City oF Fort Worth, a municipal corporation of "Carrant Counry, Tex�s, receipt of which is hcrcby acknowlcdged, do granl, bargain, and wnvey unto said City, its successors and assigns, the use and passagc in, over, across, belo�v and alony ttte foltowing parcei or tract of land situated in Tarrant Counry, Texas, in nccordance wit�� the plat heceto attached: � SEE ATTACIIED EXII![3ITS "A" & "I3" lt is furtlier aSreed and understood Ihat die City of Fort Worth wiU be permitted the use of U1e above dcscribed centerlinc strip of land for the purpose of tlie construction and maintenance of a sanitary sewer main. ll�e s�nitary sewer main will be an ei�ht (8} inch sanitary sewer line to Uc constructed by open trench method. M ingress and egress easement stiall � be �ranted in order tliat access may be gained to the above described Permanent Sanitasy Sewer Easement. TO HAVE A�`(D TO f IOI.D the above desc�bed premises, together with all and singular, d�e rights aQpuriensnces thereto � in anywise belonging unto the said City of Fort Worth, its successors and assigns, focever. And ll�ve hereby bind myself/ourselvcs, my/our heirs, suca:ssors and assigu, to warrani and forever defend, �11 and singutar, the said premises unto the said City of Fort Wortli, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thercof. " � It is intended by these presents to convey a right-of-way to the said Ciry of Fort Worth to myntain, construct and repair the above desuibcd improvements, with the usual rights of ingress and egress in the necessary use of sucli right-of-way, in and along said prcmiscs. T"( IN �VITNESS WIIEREOf, Grantors have causcd this instrument to be executcd on the day of j,.�' . � 9 . � �� `J � � t �J [�1 r � � � �! � � � � � � � � � � 111-390 Drainagc Arca Sanitvy Scwer Systcm Rclinbiliatation & ltuprovemcnts (Croup 6, Contract i), part 7 DOE N IS27 Parccl # I2 GXI1I I31T ••13'• PGRDIANENT SANITARY SEWER GASGMEYT IIcing a portion of a lract of land dcedcd to Fort Worth Powcr & Light per documcnt recordcd in Volumc 902, Pagc 573 of the Deed Itecorcis of Tarrant Counry, Texas, situated in ihe City of Fort �Vorth, Tarrant County, Texas, said iract also being a portion a tract labeled TESCO adjacent to E3(ock 3 of the Webb Addition per plat recorded in Volume 383-G, Page 3 of said Dced Records, said ccntcrline of a Permanent Sanitary Sewer Easemcnt being more particularly dcscnbed as follows: CO�L�fENCING at dic most Southwestcdy comer of Lot I5, Block 3 of said Webb Addition, also being �he most Westerly comer of said fart �Yorth Power C Light tract, THENCE tvorth GO degrecs I S minutes 00 seconds East, along the common line betwecn said Lot I5 and Fort Worth Power 3c Light tract, a distance of 3.81 feet to the POINT OF BEGINNItiG; THEAIC& South GI degret�s iS minutes 00 seconds East, a distance oE 89.SU fcet to a point on the present established Westcrly R.O.W. linc of Conner Avenue for the end of said ccnterlinc of a permancnt sanitary sewcr e�sement; ' 7'I�e intent of the above Iegal description is to convey a centerline description with no width for a Pcrmanent Sanitary 3ewer Easement of which is locatcd 7.50 feet Northeaste:ly of and parallel with said South�vesterly line of Fon Worth Power &- Light tract. Referenca bearing basis per said document recorded in Volume 902, Pa�e 573. � � / a � Daniel -f. ' RP.L.S. � . 4749 � Dated: September 24, 1998 Revised: �1pri12G, 1999 L�: �� EXHIBIT "A" � M-390 Drainage Area Sanitary Sewer System �ehabilitation & Improvements (Group 6, Contract 1), Part 7 OE # 1827 '�.aarcel # 12 LJ � � LANCASTER AVENUE � - - - - . w E B E, A � p 1 T I O N � BLOCK 3. ✓OL. 388—G, PG. 8 Lot 16 � lot 16 & Portion of Lot 15 , �� —.� Doubie M Enterprises 2744 E Lancoster Avenue � Vol. 4020 Pg. 346 ' � Fort Worth Power dc Light ,� Volume 902, Page 573 o O.R.7.C.T. � Lot 15 p/ � C/L SANITARY SEWER � � I =�o� EASEM ENT � S61'15'00"E 89•50' � _ _ � — — ' � � � o ^ � � � _ _L ^�_O ` _ � � POINT OF COMMENCING - � RAILROAD R.O.W. T & P � POINT OF BEGINNING � U � � SCALE 1"=20' � . s 0 w � w � Q � z � U e 0 `_'�--E r -. � -� . � - � � � DAla9. H. dOSUN , � �4749 !7• • FESS1��.'� Daniel H. �n q'�'�SUR`�� R.P.L.S. No. 4749 � � Oate: September 24, 19` 9 Revised Aprii 26, 1999 to show changes from 15' permanent sanitary sewer easement � to a centerline af sanitary sewer easement. -�= Baird, Hampton & Brown, Inc. DRAWN 8Y: JPH CNECRm gi: DN.1 �_— Erigineering 8c Surveyixig BHB PRQIECf: 9799.000 Houeton St Suita J00 FoR Worth, Tesoe 7610T (817) 338-7277 Fax (817) JJa-9T45 pp�. SEPTE?ABER 2�, 1998 1.3 • � � M-390 Drainage Area Sanitary Sewer System Rehabilitation & Improvements (Group 6, Contract 1), Part 7 � � DOE # 1827 PARCEL # 13 2820 E. Lancaster Avenue � Lot 6, B1ock 4, Webb Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT � Rafael Martinez, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's progerty located at Lot 6, Block 4, � Webb Addition, also described as 2820 E. Lancaster Avenue (premises), of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. � Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not {"� constitute a trespass to the property by the City or its independent contractor. Lj - The City of Fort Worth further agrees to restore the premises to the same condition � that existed prior to entry. If restoration is required, the work shall be performed in a - timely manner, weather permitting. � This agreement is executed this day of 19 _, by Rafael Martinez, owner. a� OWNER: � � � � � �� y�l � L■� � L�7 l!� � L*J I�� 4�J � �� L'�! {�,J � MAIN 390 DRA.INAGE AREA SANITARY SEWER SYSTEM REHABILITATION & IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 7 SEWER PRO.JECT NO. PS46-070460410280 UNIT 1 - D.O.E. N0.1827 . PARCEL #15 2729 E. LANCASTER AVE. LOT G(East 100'), KILFOIL REVISION ADDITION of BLOCK 49 of SYCAMORE HEIGHTS TEMPORARY RIGHT-OF-ENTRY AGREEMENT MONTY W. BENTON, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at LOT G(East 100'), KILFOIL REVISION of BLOCK 49 of SYCAMORE HEIGHTS ADDITION, also described as 2729 E. LANCASTER AVE., (premises), for abandoning/relocating an existing sanitary sewer service line and reinoving/replacing an existing sanitary sewer clean-out. Any entry andlor use of the premises by the City of Fort Worth or its independent contractor, under the Ri�ht-of-Entry Agreement, shall be permissive and shall not constitute a trespass to the property by the City, or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of 19 _, by, MONTY W. BENTON, Owner. OWNER: � � � MAIN 390 DRAINAGE AREA SANiTARY SE�VER SYSTEM REHABILITATION & I12PROVEMENTS a (GROUP 6, CONTRACT 1), PART 7 SEWER PROJECT NO. PS4b-070460410280 UNIT 1- D.O.E. NO. 1827 � � � � � PARCEL #16 2736 PURINGTON AVE. LOT F, KILFOIL REVISION of BLOCK 49 of SYCAMORE HEIGHTS ADDITION TEMPORARY RIGHT-OF-ENTRY AGREEMENT DAVID T. EYERS, ETAL, Owner, herewith grants permission to the City of Fort Worth and its indepe�7dent contractor, to enter upon the owner's property located at LOT F, KILFOIL REVISION of BLOCK 49 of SYCAMORE HEIGHTS ADDITION, also described as 2736 PURINGTON AVE., (premises), for abandoning/relocating an existing sanitary sewer service line and removing/replacing an existing sanitary sewer clean-out. Any entry and/or use of the premises by the City of Fort Worth or its independent contractor, under � the Right-of-Entry Agreement, shall be permissive and shall not constitute a trespass to the property by the City, or its independent contractor. L�! � �' ,I�J L� u L� � � The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the �vork shall be perfonned in a timely manner, weather permittin�. This agreement is executed this day of 19 _, by, DAVID T. EYERS, ETAL, Owner. OWNER: l!� � lwl �� L�� L� � L9 M-390 I�raiziabr Are:! Satiit�ry Scwer Systcin T2chabtiit:itton £+� Improvrmct��s ((?roup G, Contr�ct 1), i'a:-i 7, I�.(�.L. l8Z7 P.�rcrI # l7 � '?732 Puringtc�n Avrnue Lot-I?, lilk- .t9, Kilfoil Revesi��n oF 131ock A9 ot Sycati»orc HEights THF_ STA'i'l; UF TI?XA5 § § COtINT�C' OI� 'l :AI2RANT § PF_RMAN1?NT SANI'!'A1tY S��V�R I��1S�11•tE1�f7' "THA"1 l, tci«'ard I._ lir�>wn, ,)r. hercinnftcr rcferrtd to as "Grilnlo�", for anci in c��n>idci:ttiOn Uf One Dollur (bl.O0) an�i otl�cr valuxL�►c cu�itiidcratioti� P.�itS by [hr City of Fort Wurtli, zi munici�al coi•pur;ttion o(?:irc•anc Cot�nty, Texus, ��ec�i�t of whicti i� h�r�by :icknc�wlcdgccl, do �ran[, U<irgain. �incl coc�v�y tin[c> s.�itl Cily, its �ticcassors :tiid assi�n�, che use ucicl ��s.:soc in, o�er, .across, belaw :,nct .�lun�; �he followin� par�cl oi trac[ ol" l,ind Si�uatccl in Tar'rant Cotmiy, Te:xZs, in actc>r�lc�ncr with tlie ��tat hen•to :ic[�chcd, to wit: Ser Lxhil>its "A" :2nd "I3" Ic is further .tbr�cd ancl understoc�el th:�c the Ciry ��F For� Wurth .�•ill bt Permit�eel [he u5c ol � the ��bovc JczcriUed su'ip uP lanel for tht purpos� of tha cc,nsuvction anci rT�:�i��renance ot n s.ini[c�ry se�tier i»ain_ An in�res� unci �gre,� ea�e:iecnt sl-�all 1�e grunte�i is� oidr.r that acccs� msy be �ainecl [o �he abo�e dcscribecJ Penn;incn� Sanitt�ry Sewcr �ascment. L�J � 'f0 3•iAVI� AND "I'O �IOT.D thc ab<�v� cl�>cril�cd pre�t�i�c�. loo�tr�cr wi�h zill .�ni1 sintiular, [hc rigius apl�urtenan�e� therrto in :i��ywise U,el��nging unw [hc said C=+ty c�f Fort Wurtl�. i�s suecc..c�rs u1�cf :issiarss, (4i'cvcr. Ane3 1 herrby bincl myself, my hcii:,, succ.r�sc>,-� and -as�i�;ns, to warr:.�it c�nci farc�cr Jclrn�l, :ill and .in�ul:�r, thc s:�iCl I�rcmi�c� unto che ��tid C�ity of F�rt Worth, i[� succcssors ancl a�signs. :ibain`� every parsan �VIlAl11�OGvtf Iawfully c 1:ii�tling c>r iu cL•iim th� sant� ur any j�:�it thzri;uf. � ir is i�tcz�ided by thesc: pres�si[s lV CUI7VLy � P�rn�:+n�iit S.�ni�ary Sc�vcr Fa.tman� tu [1�i. s:iicl C:ity ��I' f�c�rr. Wc�rch r.> maint<�in, con�u-urt xn�l rcj�:�n• �h� al�c�v� �I�sc:rib��i iiz�pruvzments, wilfi Lhe: uSu�l ribftes c�f ir�g�•es� ani7 �gress in the tice•c�wry u<t nF �uch I'uniiancnt S:�nir:�ry Scwer fa.rm�nt, in .�nd alung s.�icl �?rcrnisr.;. LI � li� L!� L�J � �1 lti lNl"1'NI�SS W1II:ILGC')I�, Craa<<�r tu�s c:�us�:<I thi; ieiccrumez�� ta be exe.cutCcl on th� a<,y �r . » — owNrns: P:�bc l ol'? L�J � � � � � � � � �/ � � �1 � M � � � � � rxrrrnr�r ==r�•� �1-3�U I)rait�agc Arca Sanitary Setiver Sysicsi� Rc2�:*bi]it�ttiuiz ati: I�n�rovcment� (.(:rotep b, (:'onti-:icl I), I':irt 7, I).U_ls_ ]827 Parccl # 17 2732 Purit�gt<•n avenue I.�>t-I:, I3l1c- �.i9, Kilfoil 1Levisic>n of I31ock 4�> of Syc:�n�ure Height� Pl:Iit�]AN�NT SANi'TARY Si'sWrR iiASl:Mtl?f�IT RElNCi a i'crttl:tnenl Sar�ii:u'y $�wCr L=au-tu�rti sit�ctlr� in Ihc F_ M. U:��gt(t Survey, .lbsir:ici Nv. •�i l, Tsn-an� Coutity, Te�.�s an�l t>cin� a pv�Iion oC [_oc C; of the KTI_T=01L I:�V1SiON Oi' QLOC'K •i9 OF S�'C�IORE HI?iG!-i"I'S-nn �1Jclition ri> the City <>t Forr Wur�h sccorJing tu t1�r I�lsc rccurcicil in t'ulume 857, Yagc 573, Ylut Itccords �>i "I�ari ant Ce�unty. 1�exas, suid Le>c F. bci��c <lexcribc�3 [i� =�1w;trd L. B�'own, Jr. by cl�.cd rtcordecl in Vulttmc l 36'Z0, Paga 42l . Ueed Pec��rcis of 'l�ai'rant C'��un�y, Tex:�s (D}2T�:�-), tiaid r'crrn:tncnt Sa�iitaiy Sewer Exsemcnt hcing morr. p;�rci�:ularly describcd by incte� anci bourid, as follo�v�: Fi�GiNNIl�.'G u� .: 5/�" iri�n r�cl i'ouncf for �hr nonlica�t curt�ci of' l�c�t F_ acid tltz norchwest rorner of� Lot F at ��id KiLEU[L RL'V7SiON OF BL<>C.K 4'j QF S�'CAMORF 7-irlGi�i1�5 :�ncl �xin�; in the si�utl�.:rly right-of-wt+y lisle of Puring(on n.-e��z �� o r�o� T,ct�r -��r -.u.�yy: TriENC.E South 00"OO' (H)" ��t along �hc eastrily linz ol's:.iici L.c�t F.. and the was[crly line oF �aic1 T�t F, u Jisrunc:c of �3_ZU l�cct w�i roinc for the northeast c�rnc:r of that rert;iin it'act of land dr.srribed to M� I�Tutos•s, lnc_ by ciCed recurded in Volunic 8U�)�, Pagr 937, DIZTCT; 7'lli?NC:�: Suutl, 90"CX3'UU" W«c, ��lung �h� nu»h�rly lin� c�l's:�iti M I3 1`4c�tc�r� iruci ol` l:ind �� clist:.�nc:e 1-1.(71) tCc:! Io :i poi�lt lor C<�rncr; TNLNCE Nor[h•�15"b0'C?O" E:Zs[, a tlistanrr 7.U7 fezt to a poinr 1'ur coi n�:r; 'I'1-IENCE 1�orth 90"00'U�" P.,ast, u cti.tanrr 3=1_OU fcc:t [u a poi�ic 1'nr cornzr; 'I�I•IENCE North 00"v(1'00" Wc:st, a distance c>CRA_2U frcc io �}�uinc i�C,r corner in [hc nurthcily lint of said Lut L- an�l chc �outhzr]y righ�-uf-w:�y li»r i�l'>aiJ Puringcon Avc:nuc; � THFIVC� No�zh yO"UU'OU" Lust continuinG alung s:�+d ►��i�hrrly lina ancl said �outhcrly iight-of-�vay liiic, a di�tar�ee of �.UU fe�:t to it�e F'OT[�'T QT= RF�INNIIV(�; C_:C)I�:TATNING a compute�l .�r�a o!' 648 s�Zu�i�z F�et o�- U.O 1-�9 of ,�n acrE: e>I Ic�ri<l. �.c, � [Y � � ! ��£1 �Y u`•�F�q�� .�..�•� c . ��. i.YP:i:•� i�� f-i.�F�li)i>(.yl� ;1�� n -i`..;�� .}�:;1`""` .r _r �.` "{� s ;�� % / —i��:��=p'� � Pu�c 3 c�f 3 � � � � � p 5.J a � L..1 � 0 � � � � l�/1'AP OF EXHIBJT 'A' P�SRCEL #�7 F U Ft I N G T O N A V E N U E POINT OF BEGlNNJNG c 60' rt I Gr+T - O� -+�A Y� EXH/B� �A� N90�UO�UO�t. S.UU'--�\ • _..._- -- -- ....-- --� �5/b"I.R.F,-- -- -•--- �, � � I � � j o, i �. �1 `�� `: � �1 t�� I � � t I J ' , ,I � � � � �o L.�'�P��'Qza- � ',� 1 7"-�U' ` E�'��L, �3�6iU� �' oi �� , � o- j� �`.�� 4T � c� �S� . I � �j1 IQ ' jl ►V� 1 1 � � �-- EXHIBIT 'A" . ' ' % �ar�JTaRY SEwEFr EaSEr�E�ir I �� D.Ul�9 ACRE � O T n l_ O T E . � E.-�� Sv. f7'. , , � � � -^—S' $ANi T AF2Y SEwE� � ' � EAS�MENT �' I 1 `�� Q � � . �r �.ay f � , � i i �� ,\�' � c� N55`00'00"E � � �`�� I 7.07' � � V -.� � i J ��y" . �NyC1-oo_�O�f _ 3s.no_ _ � � W.v� I.OT �f �i£5--� —�- - �y0'UU'�O"tv �ai.o<�.- ---� 4v,- 4- I _.. _ � — _.. 1��'�.-•-- -- -------_.__ � �.l U� �oRs_��ac;� � v�S�O 8 �J,n pG.�. +2� �y (�` c V Ol..- O�yT � T • �/�� ` � �\ U(��C. C1 G�� - --.. . ... �'� tZ�.—� �'jz� � �J� G - •zi . E:E.N � O} � a L�l� T G c '� � i� � ,. r_� � � � - (�l! - _ ( 4D`�[�Z Lnpf�. F ��_2 �� `j" Jq�.- G.�i 1-G faON �Ut�l? 4.'13 1 `�. r �` . � `�.� .c � . �U'f N 6E.�R�NGy S.+OWN H6FE0�+ J�E B�SEO ON ln£ $UVTNE��IY R p,W �INE aF PUHIN(:fO�v wVLNUt 8E1NG NOH fH yU� ll0'UU" £ A57 M-390 DRAINAGE AF?E� Sa/V/TaRY SEwER EASE�EN� t3E1NG A F'UItTiC�N OF LOT E. KILFOIL REV/S10N OF BLQCK 49 OF 5�'CAA/ORE NEIGHTS VOL. B57. PG.573 PR.T.C.T. �!%'UAt�EfJ !N TttE E. A�. DAGriEiT SUFNEY _ siBSTRACT N0.431 C/TY OF FORT WORTN 7'aRRaNT COUNTr.T�XaS _ y m +�J Q } � � C� 0 '--1 '� 1 J, �� m -• m � rl;> >3 u p- �� r. -i :.`c'�`?t / .a„�",f; �t''t.rfr � ��'� •r •i' � «�,�- �;. .s= v• , L'(I'J�•c_)� 1 (��. IY�ti:.r-�''S�i -"ti'` �'a �:•r:a _,:.- � �� .�%%=:= .• :.,.� l:: � i'. r3g .� LYNI�V ht, IIUDGIN R.f�.L. :. Tt:�nS NO. •�56-ti �PRUJ£CT: a.:-79�� Us-ic�rJoi;G nR�A Snr��TnRY SEriEFt SY51"E�.+ �iL£� P�r98/98-006�St)f1vEY/EASEt.�ENT Ex�-t�BITSi2RUwtd EA�£t�1ENT.�CN � Gnrcla 8 Ibxua[es Eneineering. Inc. I URAWN liY: RV16 � 'a,o,�l".'y'^ •'..�'"" .�UB NO: G»" 98-QG9 �..�._.. �paTE: a.('Ptl 1�99 PaCE: � OF 3 � SC_A1 E. 1•��O' ..,�::�'.� .. ..^......_..._ E_ r.+_ UaGGETT SUkVEY. a9�'TRnCT n0_ n3t, l cRR4r�T CUUNTr, TEX4S 1..� EaSEr,.�Er�T �.COU� S� 71 Uri aREc: 64d �-OUaRc FE:ET Of: U.O I 49 aC'RES L�1 i� aMAIN 390 DRAINAGE AREA SANITARY SE�VER SYSTEM REHABILITATION & II�IPROVEMENTS D (GROUP 6, CONTRACT 1), PART 7 SE`�ER PR03ECT NO. PS46-0'10460410250 UNIT 1- D.O.E. NO. 1827 . � PARCEL #18 2728 PURINGTON AVE. ('j LOT D, KILFOIL REVISION of BLOCK 49 of SYCAMORE HEIGHTS ADDITION �,� TEI�IPOIZARY RIGHT-OF-ENTRY AGREEMENT � MONTY W. BENTON, Owner, herewith grants pernlission to the City of Fort Worth and its � independent contractor, to enter upon the owner's property located at LOT D, KILFOIL REVISION of BLOCK 49 of SYCAMORE HEIGHTS ADDITION, also described as 2728 PURINGTON AVE., (premises), for abandoning/relocating an e.cisting sanitary sewer service line and � removing/replacin; an existing sanitary sewer clean-out. Any entry and/or use of the premises by the City of Fort Worth or its independent contractor, under � tlie Right-of-Entry Agreement, shall be permissive and shall not constitute a trespass to the property by the City, or its independent contractor. � The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, �veather �� permitting. `� This agreement is executed this day of � 19 _, by, MONTY W. BENTON, Owner. L�1 u � � L■J C� O�VNER: �� MAIN 394 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION & IMPROVEi�iENTS Q (GROUP 6, CONTRACT 1), PART 7 SEWER PROJECT NO. PS46-070460410280 UNIT 1- D.O.E. NO. 1827 � � PARCEL #19 2722 PURINGTON AVE. aLOT C, KILFOIL REVISION of BLOCK 49 of SYCAMORE HEIGHTS ADDITiON L�J TEMPORARY RTGHT-OF-ENTRY AGREEMENT MONTY W. BENTON, Owner, herewith grants permission to the City of Fort Worth and its D independent contractor, to enter upon the owner's property located at LOT C, KILFOIL REVISION of BLOCK 49 of SYCAMORE HEIGHTS ADDITION, also described as 2722 PURINGTON AVE., (premises), for abandoning/relocatin� an esisting sanitary sewer service line and Dremoving/replacing an existing sanitary sewer clean-out. Any entry and/or use of the premises by the City of Fort Worth or its independent contractor, under nthe Ri�ht-of-Entry Agreement, shall be permissive and shall not constitute a trespass to the property V by the City, or its independent contractor. � ,L�J ��! L�J ,�� u l�l L�i The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of 19 ____, by, MONTY W. BENTON, Owner. O`VNER: �� NIAIN 390 DRAINAGE AREA SANTTARY SE`VER SYSTEM REHABILITATION & IMPROVEMENTS a (GROUP 6, CONTRACT 1), PART 7 SE'�VER PROJECT NO. PS46-070460410280 UNIT 1- D.O.E. NO. 1827 � PARCEL #20 2727 E. LANCASTER AVE. � LOT A, B& West 36' of G, KILFOIL REVISION of BLOCK 49 of SYCAIVIORE HEIGHTS ADDITION � TEMPORARY RIGHT-OF-ENTRY AGREEMENT � MONTY W. BENTON, Owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at LOT A, B& West 36' of G, � KILFOIL REVISION of BLOCK 49 of SYCAMORE HEIGHTS ADDITION, also described as 2727 E. LANCASTER AVE., (premises�, for abandoninglrelocating an existing sanitary sewer service line and removing/replacing an existing sanitary sewer clean-out. � Any entry and/or use of the premises by the City of Fort Worth or its independent contractor, under the Right-of-Entry Agreement, shall be permissive and shall not canstitute a trespass to the property � by the City, or its independent contractor. The City of Fort Worth further a�rees to restore the premises to the same condition that existed prior Q to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. D This agreement is executed this day of 19 _, by, MONTY W. BENTON, Owner. I�J � L' L!! �� Lij OWNER: � � � � � � � l!�' lJ L�.` ►� \� � � � � � ►J �� l,� � � A�'��1 �D� B ��C�� P��1�5 ' 'ocm 1023 (Rev. 09-93) j'� Previous Venions Obsolzte) L! _ 1 O: Fort �Vorth �Vater Department c/o Department of Engineering , 1000 Throckmorton Street aFort Worth, Te:cas 76102 APPROVAL Permit # 220-SS-132-99 H�ry. No. SH 180 Maintenance Section No. 04 County: Tarrant Date: April 9, 1999 Reviewed &� Issued By. G. Rodrijuez �The Te:cas �Department of Transportation (TxDOT) offers no objection to tlie location on the right-of-way.of your . proposed 8 sanitary server line as shown by accompanyin� drawin�s and notice dated March 26, 1999, escept as Dnoted belo�v. _ Additiona� requirements: A readily identifeable and suitable marker shall be placed at each right-o-ftivay Qiine, where line crosses. � . It is e�pressly understood that the T:cDOT does not purport, hereby, to grant any rijht, claim, title, or easement in �or upon this hi;hway: 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. DYou are requested to notify this offce prior to commencement of any routine of periodic maintenance which requires prunin� of trees within the hi?hway right-of-way, so that we may provide specifications for the extent and methods to govern in trimmina, toppin„ tree balance, type cuts, painting cuts and clean up. These specifications �are intended to preserve our considerable investment in hi?hway plantin� and beautification, by reducing damage due to trimmin?. � The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum Qinconveniences 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 GENERAL SPECIAL PROVISIONS: Special Requirements for installation of Utilities on HiQhway Ri�ht-of-Way Backfill of Utility Trenches, Rev. Feb., 1971 � Utility Construction �Vork on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. Utility Policy Chart. Details for Installin� Underground Utilities in Vicinity of Trees. REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resultinQ from the proposed installation, the project area �vill be reveaetated as indicated on the attachment. y �QThe Utility Contractor shall contact the proper City Authorities prior to construction. Please notify Glynis Rodriguez at (817) 370-6�3�, 43 hours prior to starting construction of the line in order �that ��e may have a representative present. � [ RJ Tesas D p rtment of Transportation-Fort �Vorth Steve . immons, P.E., istrict E nee By: erry . e Distri Riaht of Way Utility Supervisor L�J L�J � Notice of Proposed Installation Utility Line on Non-Controlled Access Highway a Form 1023 (Rev. 9-93) f�l Date: March 26. 1999 . To the Texas Transportarion Commission � C/o District Engineer Texas department of Transportation . Fort Worth, Texas 76115-0868 aFormal norice is hereby given that the Fort �Vorth Water Deaartment proposes to rehabilitated the existing_$=' Sanitary Sewer line within the right-of-way of U.S. Hiehwav 180 (East Lancaster Ave.l in Tarrant County, Texas as follows:(give location, length, general design, etc.) �- DAt Conner Ave. Below U.S. HiQhwav 180 ( East Lancaster Ave.1 Bridee , an installation of approximately 140 LF of 8" Class 51 D.I.P. Sewer line will be constrncted by other than open cut method . � � � ' � � � ' � � � �� Said Sewer line is within the City�Limits of Fort Worth. There will bc approximately -0- L.F. of Texas Department of Transportation pavcment cut. The line will be constructed and maintained below the highway right-of-way as shown on the attached drawing and in accordance with the rules, regularions and policies of the Texas Deparnnent of Tnnsportarion (TxDO"I�, and all governing laws, includinQ, but not limited to the "Federal Clean Water Act", the "Federal Endangered Species Act," and regulations submitted to TxDOT before commencement of conshuction. Our City will use the Best Management Pracrices to minimize erosion and sedimentarion resulting from the proposed installarion, and we will revegetate ihe project as indicated under "Revegetarion Special Provisions." Our City will insure that traffic control measures complying with applicable portions of the Tezas Manual oj Uniform Tra�c Control Devices will be installed and maintained for the duration of this installarion. 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 t�is line will begin on or after the 2 nd day of August. 1999 By signing below, F certify that I am authorized to represent the City listed below, and that City agrees to thc conditions/provisions includcd in this permit. Firm: Citv of Fort tiVorth Deut.of Eneineerine By: I�Ir. A. Douelas Rademaker. P.E.; - ��ad��, D� APR - 51999 � TX.O.O.T. � , DIST. 2 UTILIT{ES Signature: ��t��d�i`Qti.1�_,[MC�S.� Title: Director of Denartment of Ensineerine Address: 1000 Thraclanorton St. � Fort �Vorth. TX �6101-0870 Phone No.: 817-871-6157 , � � • ' � CGNTINUEO ON MAP 6d � � � � • I � eu� �osC� . - _ � • • ' ` I= LO�O 1 �� $' ///�� 78 �• a�Aapsto. 1nc. 3Q � �s � 10ak { � _� ��QG�tew�y Puk �.+:ry �' K. � U t F�'RIy�, ��0� � 111rdZjL—°;'9d3R � 1 o I m !Fal� \ V.�. y . .. • -^� EAST FRW � : H r dHor• `� ��, �rQr Q _ _, * rF�'PO AR:E't'7,0.DfM .� � Tendy HII1� Vu1c .e 0 "-;�'� 1 s renora v.rt �^+ j �+ � StOTi �i � XEOo CRES,'llE� '� raaTN - 4. ,..__...._, .- �9 �R n„�r- � � CaRtE� N�GAAT :x�..�.._. . � � +„� UU'BE = 22. �_taatr' y,��--s.•g• rGunG F o ,r e�• — - � Z ,�i "` � -$; �� r4y " �• • a2 � 4J � � Ld i _-eC+ua . _ j __�i.._.y�i w.BOHAR _�� --- __' `[ `�' ' , 5 Z•i `� z--'1 ��" � o m: Vte'i 3►i 35 �� _�n ,� �\ ( N(':,`_!ry 1 �t:IL.:PiSi'�Y__�----� �� ' oi T I �" Rf !� s � � � __-.�7h . ``` ,.,_� � �_... .. � - �i 36 i � � �° `+ � �� I � f� a�~ 27 1 jz9 �;MEADOWBROOK �R �( Z� I 3 a �� q f' , Z i�, hloadowwo d 3� � 3C "7 �� 1 Park VU0.INGTON �i _ � �1 I � I <1 XE11'.'000, `I \ I �.�-_._�� N _ �L � � UMT �, f Xi' � d� } * t'!£ YGY 6 � � , lUOFtLf . � �� MGUNT V'0.NOA q _ W,_..._4 b, O �}l, e`.r�4` -- . . r``.•�d•----�----'- _r- -• •-- 3 36 N j I3� �� 0 �� 42 _ 43 • ; YA,cUS n• CT� � X 4�r17e Y� •-, '��`` I` ' --•�J.... Mcl:�y. tr, : �� - (^j V t� f \` .. .�+ � B Uc _ Ci ; x `'o( �` � 3 ran ''� ( � �; �: '� _YIRG1:11A� � � j � _ ` �. ' 4 " � � �a.tlllA Gn*� � `."i.- 18�! o i �" m� =� - U Ct'1IUA I� �C n P�.YOIA �( r. I S �_I .�� K1� h P?f�CIA c - o� NI 4r XaH`y'- 31 Non�en ` PANCIA � L � 4:.�. •� . �- n T �y'. , � � �D7 ,ti � T ^� ; ' �� _ ; ° � EL''IE �� . �. EEN � '+� NaZEli4E �o ( � � �: �I 3 �, ►i YINSCN -� , '�� .�e� V STA �-WI ' • � �i �• c� Q ' u�'- u i _�,._�•-. ('� , Sye�moro I �: ,.I .. �: MIOL�'+0 '.., �'i�•_ 34' HAMPSMIRE � f �: 40 � �: O �� u� + l Gr�kCounlry „i M1CL NO M �,; \, �� " _--_.�--� � � �74L;RY-� �/ P,� �� lEttERY j�`` � IYANfIcLO � ,�x_,� �.�� 47' _�, a`3� L� � 30 32.,� l. �" � I -. ' �� , � L�10 ,,. IE 11 `"I m ,}_ AVE a � �"•..,. -.. _ I I n __; ....� � �_' a. {� T,� � �f� .�, �{ v N�'1 T �L'�lX ; % ' ty��_��-pppyyy��[ � Ave e Ci 81 i 'r Ave e 6 xvels� ' � ... . . .. ..._.. - ,� -� � W = �I f� y/,,., 2 � O �ehnlCCemeterY• __ ._.._. _.-"^=-� u� I i � SY�AYAaE p`�t V � � AVE C��l�,��= � W A�E �\ ~- �• ._.�-AVE"C � ��i � w nOCNE0.E p�.� ._a SYu � AVE 0 i J'J�.�n � r� a AYE D\ 41 WI uI ."�c' zi ��„�uI �• i I� ' P�(�f � T�Y�9 � JI z .. u 7 ' N F ? Woaleyen� AVE E <j t_i �`I �� Z s � ; . N � a :l AYE 9 _ nlvaniry _ �• `) � � / `' �l . 23 � �`26 i� � 28 I"i �ROSEDAIF 5 �{� F 3� RO� DALE ST '�,�E t � � �` �[ ^ z P �� _ _ 1. F: . o: .w>�.-• '.c I 3 v 3 2 3 4 3! i � A�E ; � °' �� - . �1 i. =ti � AVE G � �`' e, 3 s• �.+ � 3 �' u� �'" N � C� � l. Q$ AYE H h � I � ' I.__' �� AVE N �� Z i�� Z -oB av x e I—�129 I b � AVe t �37 _ o Z `�� _ 26 27� '� � AVE�O �� > .�� ... r= �3� �� AVE J �� z � � �3 ADO_ X AYG ` �' � � T� � � �� '+� K � � � .o o � \ `" . '� P � y {� � �� .�s Ci Z ' n wI S � ��g A%F l V . 1 O • i� i�� o AYE � ...�_ AVE l�_ �' � �I � A4E M � ,1r:o00 a �26 � �� 28 30� � H-A,t K _ 'a � Go, Y^qOi 4/ ��''------ � I CobC �e ?'� � �` T�tW Pay eli �3 AYE N N �� _'' 3"r r+ .� Pnrk hka.�T ,,\ \ . QV�,y,y `� y 3! ry� 35 37 o p.,:u:: T W Ee-oYot _ ` ��ZN. __ Htt_ET � NlIIET .'^,I �� Psrk � �� ~ • �__ �� n �i _ �2� AOA . H q� � '�i� ci� �� RAMEti .� i-✓ � 1-. o � �� -�.�FA� NEn l:W� � 34 36 �YI• -- -' � �_ '�6� � 1^ h I''� � a' N. I S T I E t ONti N�i .INe John Paric lORlx_._� { '. a. . � �- ry '".p�'�:� R IITiLE JOH .�-•- `� '- y� 11TTlE JOnM '� _ ` `��r_�4C�IilR��---..^ T--c� �_LITT4 J0� I t� � _ �ve0i� � � \ �^, � �1 �-� � �O ac _- '�`.' 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' j �g /(�A � 1 �lte- �o \ I:.[D 1 Y � ; � `__p_' i-- � � �� 2S-� 0��:�!'/ W '�(� u� y i �z-'� � s� WI � Af 0� rcQ� _� t + _ N� � � V � � �t � �i � 41N,ifl o YIlUY � � 4 p.. _ HaN�_ �. � o i � ti� �\54:�t`,�� 1 �e�on:c Hartle ^ ,y ,`: CJ'�HCH �� '� !< '� CIXunctiE i � �p �� y�rcSO� �r.c.^.�7. �vd � EASTUHO B(i�0 .� I ,'^�„i 4 �I EaSTLAY� � 111lTEHAt� W � ro- � SpuT li 00.' ,;T ,� { sl 4.4 Er.�•.v�d ➢ TtAN� �i _ a•. N 8E a canvzo�! � t I� 1 �ioTa . � : a� 32 36 I.i'�' t �\ 1I rv�0 � �5 -UAtlS , `^ - � � � x I nCni�;,LE r'. 1 8iW I � r- u� ,. � 1 _' �Oge U --o�T' I ee�t%L,t.. '• /` �' ^t Q o-�-I �� ' ��l:p Pq�x 3 0�� G+ �!�2.IYL00. �! Sj si �! <, � AttA : 'rJRT:t GlEn�'� Glf9 G0.QOEN_N �-.��- c--- \' _ — -lv!'yCOa P rY a1 � � � o: �r—W., � (} I ."�� cl ! a, - ��,� � c+,s,C ._ G`E �(�QEIV S ��\4p �Naajl�MaH�I W1}I _..�a.�___ N {I ` w_. �.L W:_._ f�LQCc7+a. � '' ;:eEear eua��'��.tl' pG.^ �4: p :��e..^ I � 1 `�i ? � I � � �I I� �. �� • � II I I I . ' y SC.�IE IN MIlES � SCAIE IN FEET • �_. � � [-] CONfINUEDON1r41P92 O "�� j �p � ,. • C Le y� le 4� � r jeocR vace tma ' - --..._- -..,,.,ncr va.^.e r.rt I , COaYRIGHT 1971, 1948 byhU°SC4, INC. - ALL RIGHTS R.Sc2VED� � � � � � � �-. � u 'U � U � �� i 1 � � a � � •, .� � c , 1 d � v .� � J..1 C7 ---t � � O � � � � _� � �.! . . , .. . : . :. '.- :�, ��. . , . • �-1. rrtf 1 t L� 1•t�nn�.,l . _ . NON-CONTROLLED ACCESS HIGHWAYS AND FARM TO MARKET ROADS STAIIDARD REQUIREMENTS ' EXCEPTIONS� FOR EXiSTING LIIIES H a a a �� w `� z � W � N � � � x � C� H [zl x �� A W � O N � � Z � � � c/� R � tn H � � H a x C� H x¢ � � � � tn a� t+: � 3 � � W 3 G] � � ¢n: N H Z < N Locecion - Nu r RW line. Croseinga approx. perpeadlcular.� Yent - At least one reQuired. Herkera - fleQulred. D�ch - 18" uaval and 12" m3nl�ua or � diam. of casLng vader subgrade. JO" total elear depth nt alt points vtiere eneased. 36" tpcal clear depth vhere aot �encased. (t,ongltudina2) - Encasea�nt - Undec roadvays� ditches and struccurea. t,ocacton - Near RaJ Ltne. CrossLngs approx. perpendiculer. •• Yarkers - Aequired. DePth - HLni�cm 18" under �ubgzade or 60" under pavec�ent surfnce. 48" mintm� uader dithces. Ezcepttons may be allwed if procected by reinfocced concrete alab. ' Encasement - Not requized if �clded steel construetioa of henvier vall ehicScaess aad/pr higher serength s�eel, eoated and vrappeC. eathoQicilLy proceeted aad other mea�ures•as requlred. •Limits of protection are the same ns thae for eacasexnt. Location - Neer RW Iine. Crosaictge approx. perpeadicular. • De�th - 18" ueunl and 12" minimum or } disa. under subgrade. . 24" tocel elear depth belov surface. ' � Enca�enent - Sax as for high preesure lines or none if cathodicelly protected and agree to ao future pav�en� euta. Locacioo - Nenr RQ� line. Crossfngs approx. perpendLeuLar..•. ' Dep[h - 18" usual and 12" mLota:�a or � dtna. vnder subgrade. 24" total elcar depth belov �urCace. Enca�ement - Under roadvays to eenter oE diteh end undez oedLans. Excep[ion alla+ed for vLde c�edlans. ExecptLon allwed fur viEe nedians, for cipe for JO" or greater dtem, under lou vol�me roadveys, and uadcr sLde zoad e�trancea vhere Jast[fLed by cra[Elc, roed eondltion, and lxel prec[ice. • Lx etlon - Nenr AW line. Ccossings apprax. pe �pendtcu lar. Uepth - 18" vsunl e�d l2" mLnlmua ot � diam. under aubgrede. 2%." tocel clear depth belw auc[ace. Encacem.n[ - Only Lf und�c pcessucc or dcee noc �neec sca�dards. if encased, cn�+e az vater linea. Mncertele - Cast Lron oc eqvel ee crossings of ht�h volune roadvayc. O[hers pere�i�[ed for longtcud(nel llnea a�d ccoaslnbe oE la+ volurx roaEvaya. Loca[ion - Yay devLate froa perpeadicular.• Urbah LoagLtudiaal linea aay rcrosin exccpt under �raadvaye, Dept6 - lilnGmit+ totel dcpCt� of 24" Sf eaecaed or 70" Lf aot eaeased csny be peroltted, Encneec�ent - Nay be onLtteE on ta+ vo[ume pam �o Karket Roada and Lw voluce hLghvayc iE protecced by a relnEorced coaerete alab or if 6' under pa,veneat aarfeee ead 4'�vnder dltch. , Locetion � Neaz ItaJ liae. Crosaings approx. perpendicular. • DeD� = No exceptione petmitced. Encas� nt - Hot reqctired Lf velded sceel con- atruction of heavier vall chlckncsn'and!or higher atrength �iteel.�coeted and.vrnpAed, cn�hodLcally, protected and other a+easutes aa requir4d. Limit■ ' of protectLoa same aa cha: Eor encasemeac. Such : inereased oensures cwt�required on Lw vulume Faru - to Hazket.Roada and Lov volucse highvays �if protncted by : seinforeed concrete steb or if 6' under pave- ment'sarfaee nnd 4' under ditch�. „ Loeation - Nay -deviate from perpeadlculnr. Urban • longitudiaal�'Llnes•may reQaia ia place except'uader aesy roadvay Co be (re} consttucte8� provLded tlaere vill be no.future pavement cuts�.other,than�oa.locr , volame • roads: . : .... ., _ .. . _ _....'.. .. �::.. ,� .. .' "•-. Deptk�- tiiaiasm Lotsl deptt� of.18" my be permitted. F.neaoement -,Ho exceptioa peisiCted, ,.Location .._Nsy.devlaee;:.fren per{iendicular. •llrban •�loagLtudlnal:Iiaespmay-remain in pinee exeept ; under any roadaay to be �(re)�-coastnscted.•-prwided neasures are taken-to avoid future paves�ear euee on nny high volua�e toadvay. Devth - Htnlc�s+ totnl depth of 18" may be peraLteed. Encnsemeqt- tiay be omitted for pipe oE 2�" ar greater dtan. ander lw volune ronds. Lxecton - lSey devtaGe Fcan perpenAlcular. Urbea longituJlnal lines oE sa�isEactory Quality e+ay remaln at eny l�cacion provided eunholes can be sacLsEnetorLLy adJusteA and measvrea ere tekea co avoid fuCure pavemeet cuts. MaterLnLe - ReQuire�en�s foc e�acerlals eaY be vaived tf Linc Sa of sactafac[ory q�eli�y• Depch - Hini�sm [o�al d-pth of 18" e�ey be pccnt «<�: ..` Plate 8 s�.eer SS of 61 � LR1 � . � m .-s M � u a� 'O H H w � � V U � .-r �+ O H � ao c A. � L r u F � - � Z F-t ej �� 0 Q L tl �--t � v O , Z v � I�i L'i! lJ I� � � 0 H � c� H � U' _Z � a � � � � ... •. � ,; Utility Manual NON-C�NTROLLED ACCESS HIGiiT1AYS Ah'D FARM TO MARKET ROADS STAKUARD REQUIREMENTS EXCEPTI021S FOR EXTSTI2iG LIt�"tS i,oenttn� - f.�+++RitudLnel--1' tu ]!-•tcas RO.� �r b�htnd outor curb, Ehoct •ze�ptLon� ponaittnd. Gro��Lng�--No polu 1n mdLaa. Yal�� 1' co �' trw ROu or bshind oucer cvrb, vtch vaciwtton pecaitted onlr vhers RW i• wec 700', Cro��- Lng• •hill De apQcox. perpendtcul•r. AC •tructvre, reroute aramd appro�chu or iuEEi- cieat to provlde ISO' horizantal oc 70' vercl- cal cle�r�nce. Vereienl Cteacanee' - 18' for coaouaica�Soa line� acd 22' or are�tac ■� reqvircd by liv for pow r line�. . �e of Con�ervcrlon - Loayftudln�l ISw� •hsll �Sngle pola eon�tructioa. - Loe�tioci - Ne�r RW lLne. C�o��tna� apprv+c. -- pecpendlcvlar. I.on;ltudln�l lines aar bs � placed Dy pla+ing or open treneh. ' Herkcr� - R�Qutred. � fkpth - 18" u�ual •nd l2" ■[nt�aum oc �j dtam. � ol ta�ing undet •aDgrade. ]0^ tot�l elur � a, d�pth a[ �I1 pofnt� vhere •ne��ed. 36" tz] �' totel CI�aT dtpCh Mn�ce nat •ACwatd. � ],p�uwn�tl[r - IJi)QIL To�dr�ys�diteh�a and a {tL'ttCCttT��. OLoc�ctoe - N<ar RW Ilns. Czouing� �pprox. �q � p�cpendlcular. (� Dcnth � 1E" �Met'pavemertl. 2G^ ou[atdc pave- O � uanC •rca, [ncludlaR dltehe�. �. �..t Cne��a�a.ent - Noea requirad unle�• Elieee2d.by �� Di�trlct LngLaeer lor h�serdou� locactoa• �vch W a� aear Dridge�. aeruetaeu ,•ee. Vhere anc u�- s�at not (a�cijl�d, nCLLttr shoulQ atre� to no � . pave�ent eut�. c) -- • .. - - � Rev. 8-J5 UL'tlCt[M � f{n�r �(avLn[u ftcb pa•CperydfGular. VarClc�l (:(a.re�ec - Ho czceptioc pet�t[Ced. 'fype oC Con�tcvcclon - No ezceptlon pecnit[cd. ..� Loeeelon -?4 y devla[e troo perpendleular. Ucb.n Iongit�dLn�l ltne� mj rewin e:cept u:�der roadve��, Depch - Hinianm� total depth oE 24" 1f •nea�ed or ' 30" tf not enc��ed wr be pex7ntCt�d. -• F.nc+�+exnt - lSay be omLCCed on lov volu+e Pat-m co hnrkec Koad. and I� votumc I�Lgtxvay� if p;ocecCe� hy a rotn(�rco<t conc�atc •lat� or tC 6' unda� �cv�- 4t1(IC �urinea and 4' uc�d�c dtcch. : - i.ocacton - May Eavia[e from perpeadicular. i.:tiere enca�eemne not Lo�tilled, ueility shaild i;ree eo no pavice+ent cuC�. , I,oegitudleal Linea ney teutn ezcepG under eencer nedians, throvgh-tr:ftie roadvare or co��ect[�g rosdwy� ((�cluQing �houlder�). Dcpch - Lhere oaCetl�I� an2f oth�� eonELtLon� Jv�cifr, eseeD�ta+� w y be p�rmttted fot a reEactloe of 6" tcw'�u�d�rd r�q�LremeaGt, Pla te 8 Sheet 59 of 61 � 4 � � � � � � � � � � � � lJ lJ [J l�� ' � i TRAFFIC SIGNALS AND TRAFFIC MANAGEMENT FIBERS NOTIFICATION IS REQUIRED 48 HOURS PRIOR TO THE BEGINNING OF ANY EXCAVATION WITHIN THE RIGHT-OF-WAY 1N ORDER THAT THE STATE MAY VERIFY THE EXISTENCE OF ANY ELECTRICAL WIRING AND/OR FIBER OPTlC CABLE. FOR ELECTRICAL WIRING LOCATES, CONTACT MR. JAMES �WARD, TRAFFIC SIGNAL DEPARTMENT, TELEPHONE NUMBER C817) 370-6671 � � . FOR TRAFFIC MANAGEMENT FIBER LOCATES CONTRACT, MR. B1LLY MANNING, TRAFFIC MANAGEMENT DEPARTNIENT, TELEPHONE NUMBER (817) 370-6745. FAILURE TO PROVIDE NOTIFICATION W1LL RESULT IN THE IMMEDIATE REPAIR AT THE GRAIVTEE'S EXPENSE. � u � � . UTILITY CONSTRUCTION WORK ON SATURDAYS �#ND SUNDAYS FOR UTILITY INSTALLATIONS AUTHORT��p BX UT�'�'Y PERi�� S 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. Q 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. ��I LJ � • b.. Require his Contractor to have sufficient personnel and � equipment on the job to efficientl.y prosecute the work. � c. Have owner's supervisor or inspector present on the job at all times while the above types of crork-are in progress. ' � D a D � 0 0 � D02-176 � p.. � . � BORaIG AND ZUI�.�iG � a �- • • �• �� D � � � � a Q �B� U � � L�J � While hole is beirig tunneled, casing shall be jac3ced into place as operations progress except as hereinafter specified. � ,where necessaxy to use sectionalized steel liner plates, each successjve rin3 of plates shall be placed in position arKi cxx��letely bolted into place as soon as excavation is ccx�leted far enouqh ahead of caaq�leted casing to receive the� next ring. Q aRow Utility.Section Januazy 28, 1992 Pipelines cr�sing under surfaced mads and roads carrying.traffic within limits of highway rightrof�aay shall be placed by boring or ttiu�uzeling, unless othexwise specifically authorized by the Texas Depar�zt of Transportatior.. Borings or tunnels shall be plac�d at such depths belaw bottom of pavements as to pravide sufficient depth of soil abave hole for supporting superis� live and dead loads and also prevent collapse of sL�porting soil between hole and pavements due to any boring, tunneling, or casing jac,k.ing operations. Boring ar�/or turu�eling shall extend past .roac3�ray crrx.m lines and outside of any shoulders adjacent to pavements. "_ • Pits excavated for boring or turu-�elirig operations shal� be located so that any possible slouc�hing of sides of pit will not er�ianger shoulders or pavements ar�d �so that barricades can be placed as specified herein. All operations ar�d equi�lt relative to tunneling and boring shall be confined to areas outside of roadway shoulders and away fram edges of gavements by suitable barricades. Barricades shall be maintained clear of shouldexs at all timP� except that in no c.ase shall the clear distance between barricades and� edge of pavement or face of curb be less than 8 feet. c. - . Where material beneath pavement is sar�dy or unstable and will be subject to caving, hole for casing shall be bored ar�d cased simult,aneotLsly and bored material remaved throuc� casing. Cuttirig face of auger or drill shall not proj ect more than 6 inches ahead of casir�g and no �rater shall be used in connection with drilling. Where material benP�th pay.er�zt is stable and not subject to caving, nole for casiz�g may be bored first and casing inserted in hole ittut�iately after co�letion of bor�ng if per,tutt;ed by the Texas Depar�nent of Transportation. Water shall not be used in conjunction with drilling if it in any way causes stable material to cave or become unstable. (c) TUru�r�srrG � LJ . � � � Y � t�.�tulw AND ��TG (QNr'D) Workiux� face of excavation shall not precede ac�vancirig end of casing by more than 2 1/2 feet unless otherwise pexmitted by Texa.s Depart�nt of Transportation. No e�losives shall be used within limits of highway right-of-way in conjunction with turuzeling except as specified urr�er 'r(7se of Explosives" covered elsewhere in aooca��anying specifications. � h�� 1 � All voids arauxl casing shall be pressure grout,ed w�th grout consisting of Portland Cem�nt and wasized sair.� and containing r�ot less t-han 6 sacks of Fbrtland Ceme.nt per cubic y�rd of grout. Additional cem��t shall be added if w�rkability ' 'ar�c�/or stability cannot be abtained with r��,L Lions indicat.ed. An air � entraining agent may also be added to the gznut mixture to facilitate flaa if nec,essaty. � , a a � (E) � U � �.1 � � � Groutirx� sh.all be done i.�iately after casing has been installed in hole in order to avoid any shearing of soil ar�d settlement of werburden above casirig. Means shall be p�vided for praving that voids are filled arour�ci 24" diameter ar�d larger casiz�gs in the �vent there is scxne doubt by the Texas ��epartinent of Transportation that voids are beir�g filled. On reinfozr.�i concrete casing this may consist of holes drilling araux�d inside of perimeter of casing ar�d fitted with removable plugs. On-steel casing, remov�able thre.aded plugs may be provided at int.�xv�als anxu�d inside per�meter of casing. No holes shall be drilled in pavemP.nt or shoulders�for grouting operations. BORE PIT Ll�CATION Bore pits shauld be located at least thirty feet frain�the edge of the nearest thtrough traffic .lane ar�d not less than twenty feet froin the edge of pavement on ral�s. On law traffic roadways ar�d frontage roads, bore pits should not be less than ten feet fn�n the edge of pavemexit or five feet from face of curb. aROW Utility Sec�tion Januaty 28, 1992 Sheet 2 of 2 � � � � tl� � L!! �I � 'J TEXAS DEPAR'TMENT OF TRANSPORTATION DISTRICT N0. 2 SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY RTGHT-OF-WAY Coordination of Work with HiQhway Contractor or State Forces If any portion of related highway is under�construction, no Utility 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 Proposed 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. i �(3) Adiustment of Utilitv Poles and Apnurtenances C�i � � � !�� i� No deviations shall be made from the location of underground Iines 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 Owners••for moving poles and appurtenances and/or supporting same during trenching operations. � Any poles, anchors, etc. relocated to clear the proposed underground line s�all be moved tbward the highway right-of-way line�and location shall�be subj ect to the Texas Department of Transportation approval. °(4) Submission of P�oiect Drawin�s to State � (S) � � Prints o� 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. StakinQ 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. Utility Qwner shall give Texas Department of Transportation not less than 48 hours notice ahead of time when staking of line will be completed. �ROW Utility Section January 28, 1992 i!J IL' 1 � (6) L�J � � u � yal LI _2� Notification of Abandonment of Location Authorized by Permit and Assi�nment of Authorized Location to Other Utilitv Owners It is expected that where the installation of utility line has been authorized, installation will be made within a reasonable period after approval of permit, otherwise, the Texas Department of Transportation reserves the right to assign location originally approved for the line to another utility.' If construction of Utility line has not been started within 4 months after date approval, the Utility Owners 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 authorized location, the Texas Department of. Transportation shall be informed accordingly so that such abandoned location may be assigned to other utilities deemed necessary by the Texas Department of Transportation: such the of the if (7) Inspection by Tex�s Department of Transnortati:on Representatives Utility Owners shall inform their forces or contractors that all�utility installations authorized by Utility Agreement or Permit shall�be subj ect to such inspection and tests as may be deemed necessary by the Texas Department of. Transportation to verify that work is being done in accordance with the Texas Department of Transportation requirements. Al1"supervisory personnel�shall be instructed to furnish such information and cooperation a-s may�be required to perform such inspection. � '(8) 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 Sunervision and�Inspection n The Utility Qwner shall provide competent full-time on-the-site supervisors or t� inspectors for all utility installations either authorized by permit or covered by utility agreement with the Texas Depart�ent 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 HiQhway Facilities DurinQ Installation of Line All construction operations relative to installation of the pipeline shall be conducted in such manner as to protect hi�hway facilities from damage at all times. �(12) Disposal of Excess Excavation and Clean Uo L�J � !J Excess material from trenct� excavation shall be removed from highway right-of-Way and job site cleaned up and left in satisfactory condition. ' ROW Utility Section January 28, 1992 a � � {13) a ta � � -3- Repair and Replacement of Riprap and Earth Slopes Any existing riprap cut by trenching operations shall be replaced and surface of nec: riprap finished to match that of existing riprap. Conczete 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 embankments damaged by any operations relating to installation of utility shall be repaired and res'tored to the exact contour existing prior to initiation of the utility project. All earth placed in the restoration of slopes, etc., shall be compacted ta 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 Sodding . Where sodding is disturbed by excavation or backfilling operations, such areas sha11 nbe replaced by mulch sodding on all slopes of 2� or 1-ess:` All slopes over 2� shall �J be replaced by block sodding. �(16) Installation of Lines Beneath Pavements • � . No open cuts for pipe trenches shall be made across any pavement beneath main high�ray � traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other simiiaz 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 seal voids between casi�? and adjacent earth. � � t�l L�J � 'J Open cuts will be permitted across pavements of existing street connections, where pipe trench is adjacent �o and parallel with highway right-of-way line and where pavement has not been recently constructed. No open cuts will be pe�i.tted across such connections where new pavement has just been constructed without written perncission of the Texas Department of Transportation. (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 Policy- Water Iines crossing beneath.culverts shall be cased and casing shall proj ect 5' beyond�butside limits of culvert. Voids around casing, placed by tunneling or boring, shaZl be pressure�grouted. ROW Utility Section January 28, 1992 a � � • -4- , . �(18) Use of Explosives ' ' No explosives shall be used within limits of highway right-of-way without written i�j permission of the Texas Department of Transportation. u 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 a 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. �.(19) Protection of Hi�hway Traffic, Barricades, Warning Si�ns, Etc. . No construction o erations relative to installation of utilities will be permitted P � within the limits of existing pavements carrying traffic, or shoulders adjacent a 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 Qwner or his Contractor when necessary. {20) Protection of ExistinQ Utilities � (a) Prior to selecting a location for a praposed iz�stallation or accepting a location suggested by the State for such installation, the Utility Company __ � shall take all necessary steps to iietermine that the location is not already occupied by another Utility and to determine that no damage will be . done to existing Utilities. � (b) Prior to beginning actual construction operations the Utility Company shall notify all other Utility Companies who may have facilities in the area so n they can determine if the proposed construction will conflict with or 'I otherwise damage their facilities. P..! ��(21) iJse of Plastic Pipe and Nonmetallic Pipe � � L! (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-way � 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. a (b) Where nonmetallic pipe is installed longitudinally, a metal wire shall be concurrently installed or other means shall be provided for detection � purposes. ' � . pROW �itility Section January 28, 1992 .� � -- � ,. . � -5- • (c) Plastic'pipe may be used for water lines provi.ded the minimum depth is 30 inches. Encasement shall be as provided in Rule 21.45 of the Util.ity ("� Accommodation Policy. �� (22) Above Ground Appurtenances to UnderQround Utilities � Above�ground installation, such as pedestals, fire hydrants, meters, etc., installed • as a part, of an underground utility shall be Iocated at or near the right-of-way � line, well outside the highway maintenance operation area. �{23) Markers � The utility company shall place a readily identifiable and suitable marker at each right-of-way line for highway crossings except where marked by a yent. �.i � . � :� . . � � � � ' . . : . � . Q � � � ' . a ROW Utilit Section Y January 28, 1992 � . . � �unricn istant Vice President A. Anthony ctor-Contracts 8rown ctor-Reai Estate n . Casey General Director•Special Properties Gade ctor-Faciliry Management � � To the Contractor: 1800 Fa:nam Street Omaha, Nebraska 63102 Fax (402) 497-3601 May 7, 1999 Foldec No: Ol'156-51 J L. Hawkins D�rec;or-Operetions Suppart tit, E. Heenan D�rector•Admini9tration 8 9udgets 0 •H. LfghrHine Director-Real Estate T. K, Love Direcror-Reai Estate � Before the Railroad Company can permit you to perform work on its right of way for the installation of pipeline crossing for FORT WORTH, CITY OF, it will be necessary to complete the encloserl Contractor's Right of Entry A?reement as follows: � 1. Fill in the complete legal name of the contractor in the space provided on Page 1 of the Contractor's Right of Entry Agreement. If a corporation, give the state of incorporation. If a � partnership, give the names of all partners. 2. FiII in the date construction will begin and be completed in Article VI, Paragraph A. f� i� � ,I� � �J r�� I L!J � I� 3. Fill in•the name of the contractor in the space provided in the signature block at the end of the Contractor's Right of Entry Agreement. If the contractor is a corporation, the person signing on its behalf must be an elected corporate officer. 4. Return all copies of the Contractor's Right of Entry Agreement, together with your Certificate of Insurance, identifying Folder No. 01756-57, as required in Exhibit B-1, in the attached self- addressed envelope. 5. Check, with Folder No. 01756-57 written on the front, made payable to the Union Pacific Railroad Company in the amount of FIVE HUNDRED DOLLARS ($500.00). Tf you require formal billing, you may consider this letter as a formal bill. In compliance with the Internal Revenue Service's new policy regardin� their Form 1099, I certify that 94-b001323 is the Railroad Company's correct Federal Taxpayer ldentification Number and that Union Pacific Railroad Company is doing business as a corporation. After approval of the Contractor's Right of Entry A;reement and the Insurance Certificate, your fully-executed document will be returned to you, with instructions to proceed. In no event should you begin work until you have received a copy of the si�ned Contractor's Right of Entry Agreement. If you have any questions, plzase contact me at (402) 997-3623. Yours truly, UNION PACIFIC RAILROAD COMPANY Real Estate Department UNtON vna�c �1�� .� � 1 �� . � Uhrich istant UCe President � A. Anthony ctor-Contracts Brown ctor-Real Estate A . Casey Genera! Director-Special Prope2ies �Gade ctor•Facility Management l�J �'�1 L�J �J To the Contractor: UN10N PACIFlC RAlLROAD COiVlPANY Rea! Estate Department uNicK Fi1GFlC `�� 1800 Fa:nam Street Omaha, Nzbraska 637�2 Fax (402) 997-3607 May 7, 1999 Falder No: O1156-5'] J L. Hawkins D�rec;or-Operations Support tsf. E. Neenan D�rectcr•Administration 8 9udgets 0 •H. lighCNine Direc;or-Real Estate T. K. Love Director-Reai Estate Before the Railroad Company can permit you to perform work on its right of way for the installation of pipeline crossing for FORT WORTH, CITY OF, it will be necessary to complete the enclosed Contractor's Right of Entry A�reement as follows: 1. Fill in the complete legal name of the contractor in the space provided on Page 1 of the Contractor's Right of Entry Agreement. If a corQoration, give the state of incorporation. If a partnership, give the names o£ alI partners. 2. Fill in the date construction will begin and be completed in Article VI, Paragraph A. � 3. Fill in�the name of the contractor in the space provided in the signature block at the end of the Contractor's Right of Entry A�reement. If the contractor is a corporation, the person signing � on its behalf must be an elected corporate officer. . 4. Return alI copies of the Contractor's Right of Entry Agreement, together with your Certificate � of Insurance, identifying Folder No. 01756-57, as required in Exhibit B-1; in the attached self- addressed envelope. � � �� r� � ' �� 5: Check, �vith Folder No. 01756-57 written on the front, made payable to the Union Pacifc Railroad Company in the amount of FIVE HUNDRED DOLLARS ($SOQ.00). If you require formal billing, you may consider this letter as a formal bill. In compliance with the Internal Revenue Service's new policy regarding their Form 1099, I certify that 94-6t)01323 is the Railroad Company's correct Federal Taxpayer ldentification Number and that Union Paeific Railroad Company is doing business as a corporation. After approval of the Contractor's Right of Entry A�reement and the Insurance Certificate, your fully-executed document will be rzturned to you, with instructions to proce,eil. Tn no event should you begin work until you have received a copy of the si�ned Contractor's Right of Entry Agreement. If you have any questions, piease contact me at (402) 997-3623. Yours truly, . ` � � D. Uhr�ch sSistant Vice Presideni J A. Anthony �recior•ConVacts D Brown �rector•Real Estate M W. Casey General Oirector-Special Properties P Gade uector-Faciliry hfanagement ►�J l�1 LJ � C�� MR. FRED SCOTT FORT WORTH, CITY OF 1000 THI20CKMORTON ST. FT. W�RTH, TX 7b102 1800 Farnam Street Omaha, Nebreska 68�02 Fax (a02J 997•3601 June 11, 1999 Folder No. 017�6-57 J. l. Hawkins Oirector•Operations Support M. E Heenan Ovector-Administ�ation 8 8udg?ts 0 il.lighhvine Oirector-Real Estate T K Love D�rector-Real Esta;e � O RE: Proposed 8" Sewage Pipeline Crossing of Railroad Property at Mile Post 243.000 on the Dallas Subdivision at or near Ft Worth, Tarrant County, Texas. Dear Fred: Attached is your original copy of our Agreement, fully executed on behalf of the Railraad Company. �Vhen you or your representative enter the Railroad Company's property, a copy of this fully- executed document must be available at the site to be sho�vn on request to any Railroad employee or o��,�i. � D � If this construction is to be�done by a contractor, before work can begin, the Contiactor's Right of Entry Agreement must be executed by the contractor and returned to me, together with their proof of insurance, as provided in this Agreement. L�J � In accordance ��zth the terms of the Agreement, you are required to notify the following Railroad Company's Manager of Track Maintenance and the Fiber Optics Hot Line at least 48 hours in advance of the date you plan on entering the right of way for further instructions and approval to commence construction. � Mr. John E. Taylor, MTi�i Union Pacific Railroad Company P.O. Box 2363 Fort Worth, TX 76113-2363 �•l L�! Phone: 817/373-4609 Fa.Y: 817/S73-��92 Fiber Optics Hot Line: 1-800-336-9193 �a� 1�z :�� . � , � UNION PACIFIC RAILROAD COMPANY Real Estate Department u�nou vanFlc �� M � ' �. � c �� FORT WORTH, CITY OF Page 2 As an additional note, the casing and carrier pipe must be placed a minimum of two (2) feet below any esisting fiber optic cable. Any open excavation required within five (5) feet of the fiber optic cable must be dug by hand. ' All future insurance notices, if insurance is required by the Agreement, should be forwarded to: Real Estate Department Folder No: 017� 6-57 Union Pacific Railroad Company 1800 Farnam Street Omaha, NE 63102 If you have any questions, please contact me at (402) 997-3623. F `� �{� I�J � O :J L�J � Yours truly, ',�� C�. ..�� Mary Gross Contracts Representative � � � � - . 0��-� �-gz 7 "" PL X 940206 , Form Approved, AVP-Law Folder No: 01756-57 PIPELINE CROSSING AGREEMENT � O � ��I� LJ � Mile Post: 243. 00, Dallas Subdivision Location: Ft Worth, Tarrant County, Te�cas AUDiT �!� � �� THIS AGREEMENT is made and entered into as of May 7, 1999, by and beiween TJNION PACIFIC RAILROAD COMPANY, a Delaware corporation (hereinafter the "Licensor'�, and FORT WORTH, CITY OF, a Texas municipal corporation, whose address is I000 Throclanorton St., Ft. Worth, Texas 76102 {hereinafter the "Licensee'�. IT IS MUTUALLY AGREED BY AND BET�VEEN THE PARTIES HERETO AS FOLLO`VS: Article I. LICENSE FEE Upon execution of this Agreement, the Licensee shall pay to the Licensor a one-time license fee of FOUR THOUSAND TWO HUNDRED THIRTY-FIVE DOLLARS (�4,235.00). Articie II. LICENSOR GRANTS RIGHT. In consideration of the License Fee to be paid by the Licensee and in further consideration of the cavenants and agreements herein contained to be by the Licensee kept, observed and performed, the Licensor hereby grants to the Licensee the right to construct and thereaf3er, during the term hereof, w maintain and operate only a � - 8" sewage pipeiine crossing (hereinafter the "Pipeline") �� l�] � in the location sho�vn and in conformity tivith the dimensions and specifications indicated on the attacbed print dated May 7, 1999, marked Exhibit A. Under no circumstances shall Licensee modify the use of the Pipeline for a purpose other than the above-mentioned, and said Pipeline shall not be used for any other use, whether such use is currently technologically possible, or whether such use may come into e�cistence during the life of this Agreement. Article IIi. CONSTRUCTIOi�i, MAINTENAI�'CE AND OPERATION. The grant of right herein made to the Licensee is subject to each and all of the terms, provisions, conditions, limitations and covenants set forth herein and in Eshibit B, hereto attached. "��I � _� . ro� � Article IV. IF WORK IS TO BE PERFORMED BY CONTRACTOR If a contractor is to do any of the work perFormed on the Pipeline (including initial construction and subsequent relocation or substantial maintenance and repair work), then the Licensee shall require its contractor to execute the Railroad's form Contractor's Right of Entry Agreement. Licensee aclmowledges receipt of a copy of the Contractor's Ri .P,,ht of Entry Agreement and understanding of its tezms, provisions, and requirements, and will inform its contractor of the need to execute the Agreement. Under no circumstances tivill Licensee's contractor be allo�ved onto Licensor's premises withaut fu�st executing the Contractor's Right of Entry Agreement. Articie V. TERM. This Agreement shall take effect as of the date first herein written and shall continue in fu11 force and effect until terminated as herein provided. Article VI. SPECIAL PROVISIONS — NONE IN VJITNESS VYF-IEREOF, the parties hereto have caused this Agreement to be e�cecute� as of the date first.herein written. iJNION PACIF�C RAILROAD COMPANY By: Con Representative � � � �*J WITNE � �� X �-.. Qf� � � 0 `' ..��i],2/99 JSOti 1J:51 FAr 8173389245 iCF. ARR'.7Y INOICA7IrcG NORTN ,,, • IRECTLON RELATIYE TO CROSSIHG �Q , � ��o . � `�. .� 1 T� _ J��, ��'Q� NO SCAL.E � ' Pa�y ,�allas �►iEMEST A.R. � � � �.4rQT C,`"24� �� J V 4'1'�� .�` `�`�� / '' n�� i � TJtiNI �" �.�A�Q r' � q � � � �� "�'`o NI � . ? . 53$�Q �'r. �. (SEE �+aTE 7 � 5j �...cc.s9cr ca+assn+c) � AR'S R/r . � .+�+.nw.� Q � Ni100 �, To - F rwR s,� �: ta Ft 4�nri-h — `� ir.e.Resr a.w, io.M, � � � . � . T� � - , l�a{p nf Ftr;�irra ��lt Pi lIbe 't0 (SfEFNOTE Sy�EC � inctallgj _.FS. �{y� �2 �in % " (raOT£� Tnf1 Ol„EµSIQ+t REJtI[AE7 TH �Ll GScS. � aT tAC�T10rb �.CT U5IHG ScLT{�. DlSinNCE Balyd. HampLon 8; Brown • (�j002 FORH Da-0a0<-B J FEv. 10-10-97 ��NC1�.SED . NON�FLAMMABLE 1400 FT. FT. �_� �� . » P�P�i,INE CR.05SING NOTE: ALL AVAILABLE OIHENSIONS MUST BE FII.l.EO IN TO PROCESS THIS APPLICATION. o � • .. - .-� o�/ cg 29'S' ' .�• 41 G W ;�1 = � NatH TAaCR % � � 1 � � � � � � .W � � r�,�E..' Of �Q�„ �i�7t11'ti�31't 7L ( CRIBE iIsE7 CB�ECry (5E� u0T! 6) _ �O15T�r+TE �ID+G 7'suCK FAOn SECTI�+ LIHE Cii055I*�G� a �. ro • �EG.�,'6Lav£r tIxE IS PfO.iLAEO) w w � � M' S !t/r � �S�fT. . � . �F-r. �.�r. r � 100 4.75' ]oe'_'ow IConner Ave . . �. ' I � ' IVot `�c`w� 1_ M[M. DIST .' � '. cs� r�,� z� . � , 1' cabl � / � , ` � � "1'� :�. I ��- ( �.5 Fr xtr+. ) , � tze Fr. xn:.l j 1• �� na cnS`]�G � � CASJ►O OID£�S:E t�oTE •) (� ��,~j�� - — — � /" _ _ '.'— � — — .. ._ ..'— — _. � _, �` ,f CMtlt1R �tl'E — — — ~'*�►"'-� � J � � � � � � —. _ � r{,dp� � _ _ � � � � � � ` B ' I l '• � 1 i �i � � � � � � � - 2 0 �� 13 FT.— i � ( 5 FT. NI� �r. � � • 1e.�. - � � I� UT �� I= N�FT. . ' �'Et . f�•SJrs tE*�C�+ vnET� nE�SUAF� �tL4+G PIP�'rM£.1 rr��-�.. �ve:zwra. otsr»rs To eE .E�ns+Ea wT *tow* r++4ts �a+ E oF T�uo�. +� ��nc ro ec�o e�roo � E cx nMoc Zr e�aKr .►uEs ne c�rra cr zo • zo R.. rn ss c-r.. .' �ra BEYWO LI„!7 OF MtURD'O R[O4T•��w1T li fE�SSaRt 70 tr.Cv2CE �N�E7t L.FJaiu OJfSICE OF TMOt. tMtx.er cf w• � r� �0 6�r w►i�aom s+�ie�. E o' .rr eu.r�r. OR Fs7O� Mn 6Y1Ta2►z �. •f S[G�►�L FFY7F�ElRpTiYE K.'ST BE M�'SD�T 0.fi7MC I16TW1�Tlb� 1T Ri11lStl�+C $Ib�'�+CS �R LM M YSCINI77 CF �S.Tai�G. 5r nt1d�E FIYE� C0.7EC7S l�+a.tnC� 6.Cmr�tLS Ci ORSD�S� L CF RO•0 OCSS1rOS 1 c�r�REW YI�.CiS tGiYE 1+fi�0 Mael. CR CLCvEATS. ��S ue �.c c�+ania� �i� wsr � rtxm � ntHt�ia� cs z c-�r s�.nr �� ssr��c Ftav+ oPrlc r�e�.e_ wr ExP1v�Ttta� PECUitlFD y1T„W EtT Of T1£ E'31572�G �lEE7t GP'TiC Cst)CE rtLST BE wnQ OCS. _ _ � STEcL CASING YALI. 7Htcxr�ss cHaRr M1H1Y4M OIAlETER Cf THICKI�S3 CASIK'., FIPF .25a0' 1/+' l2' OA LES: .3125' S�/76' OvSR 12'-lE .37�.,3' 3/B' GVfR I8'-2i .s375• 7/16• QVER 22'-2£ .SB00' 1/2' U►'ER 28'-3t .5625' 9/ 16• OY�it 3+' -�"a .6252' S/8' O�FR �2'-4E . Ov£A 4B• Mt1ST 8£ APf320vED 8Y R.R. C0. ►eOTE� �►+is a�T rs c.a.� fOFt S�+COTH STEF1 CR51ttC PIPES tifTH NINIKM YlEI. STREHOTM QF 35.8E9 PSI. FOf�M.LA T� FIGUFE G�uING LENGTH VIM IwGI.E OF Ci+QSSIK', OTF�R TMAN 90' �� . G SIN �� ` a �ti� xiv.ot� � (�CTL 2) 71.tx F��,� r�P Ry� S PIPEI.Ih'E CROSSIt1G viTH1N pEDICA7ED STREET ?.�_7E5� V�O� E��BIT „A� ) I F YES. NA1� OF SiREET �Y' AVQIiI!� ,.c. ..tw.o us� o�.� ISTRIBUTION LINE X OR TRAN521ISSION LIN� ARRIER PIPE • . ��1 � a h PACIFIC RAIl.ROAD C0. COMri00IT7 TO BE CONYEYEn ��a� OPERAI'ING PRESSItR£ N/.� SI R„ HAT�IA� L�+�r+; l A, D f� � G A S . ' YALL THICKNESS �•4 �IAMETER � �CASING PIPE � N/A ' �� _ M. P � �•�• E. S. /� ��'�30 � 11A�1. TH I CKNESS �D I AHE7ER ,HaTER I a� � t/ NOTE �CASING HUST F+AVE 2' CLEARaNCE BET�EEN GREATtST �NCASED P�G. CROSSING AT Ov'iStOE DIA�E7ER OF CaRRIER P1PE ANO INTE�IGR DIAr£TER OF F� w�� -�r�an1 -�-- I� �CRSING PIPE. vHEN FI�IISii[NG OIlScN5I0�5. GIvE OUTSIDE OF � �� CaRRIEA PIPE AND ItJSIOE OF CASING PIPE. _ ' ��T ,^� ,=-�„ ,:-,ec� M�TH00 OF INSTALLING CRSING PIPE UNOER iRACKcSt� �� /��'�j ,�_ORY BORE ANO JAC}C (11Ei BORE hOT PERT4ITTEOI � • .�.�cc..*� TUNT�L � oixER Othez' �an r:�+a^ ��t�c^r'rnfiirttrn�S_irr�R FILE .NO. ��DATE �7 �;j�aCTOR� X ES _NO �►+1L1. CONSiRUCTION S£ BY AN OUTSIDE C0. •__�f t �, DIS7aNCE FROM CENTER LINE OF iRACK TO nEaR FacE OF 8, I ati0 v � R N t„ � JaCKIr�G P175 vHEN HEASURED aT RIGHt a�GLES TO ZRaCK . . ) APPI.ICAh'f HAS CONTACTE� 1-800-336-9193• t�a' "�".� lM.�:. ocusta+s. u. r. c�xtuttars IFJwiTltiltt ►l5� 8E COti�C'ip I4 nDr 'c U. P- CONNUNI�A7IOt� DEPc�7HENT. ANO HAS DETERNINEO FIBtR oc wr rooc Tc CFr�+trF Cxtsrx£ �+C OPrIC CA9lE_.�.._OOES i o0�5 NOT � EY1ST IN VICINLTY OF �,oc.rtw cs �tecx oottc c�a�. vnov Tn cc o.-arncNcn , T 1 C'KF7 un. 10 �-�0 �S s+as � �-aa-�c-+i� X 98011;' . �cm A.pprovod AVP-Law � � B tion 1. . L�PATION ANi� SUBORT�INAT[4N OF RGHTS GRbNi'�. ) The foregoing grant of right is subject cmd subordinate to ths prior and continuirsg right cmd obligation of L�Se nsor to vse cmd rmm�tmn its entire property uxluding the right �sd power of the Licensor to construct, mmntmn, reperir, new, use, operate, chcmge, modi.{y or relocate railroad �acks, signal, commuzucatiorL fiber optics, or oth�er wirelines, pipelines �d other facilities upon, aloryg or across any or all p�ts of ita property, all or �y of which may be freely done �y hme or times by the Licensor without liability to the Iicsnaee or to cmy other pcaty for compensation or d�nages. ) The foregoin,g gr�t is also subject !o all outst�sding superior righta Grscluding thoae in favor of licensees a¢Sd � easees of 1he Licensots property, �d othera) cuxi the right of the licenaor to renew cmd eztend the aame, �d ia made 'thout cov�encmt oi title or for quiet enjoymenL Section 2. CONSTRUCTION. MA1N'i'F.NANCE ANl� OPFAATION. �The Pipeline shall be constructed, operated, mmntmriec3, repmred, rerseweci, modified msd/or reconstructed by '� Licensee in strict conformity with Union Pacific Rmlroad Co. Common St�sd�d Specification 1029 adopted November 1949, cmd all �nerximents thereof �sd cupplements thereto, which by ti�is reference is hereby made a pm�t hereoL e�ocept may be modified cffr1..3.r..,��1 by the Licensots Vice Prasident-Engin�eering Services. In the evsnt:uch Specification nflicts in cmy respect with the reqt.riz�ements of �y federal, state or mimicipal law or regulation, auch requirements shall gw�ern on all points of confIicL but in all other respects the Specification air.�ll apply. ) All work perforrr�eci on property of the I3censor � connection with the conatnsction, mmntersca3ce, repmr, renewal, odification or reconstru�c�on of the Pipeline shall be done to the satisfaction of the Licensor. ) Prioc to the commencement of mzy wor� in coru�ection with the construction, mcrinten�sce, repcur, rersewal, '' ation, relocation, reconstrwchon or remaval of the Pipelir�e where it passes urydernea�th th,a roadbeci �x1 track or l� of the Licensor, the Licensee shall submit to the Licensor pl�s setting out the metisod m�d maru�ser of hcmdlirsg the �°rk including the shoring �sd cribbing, if mzy, required to protect the Licensor`s operations, �d ahall not proceed with ��he wor]c until such pkuss have been appraved by ths Vice President-£r�ineering Services of ihe Licensor cmd then the work �.�shall be done to the satisfacti�on of the Vice President-F.�xJineerirsg Services or his authorized representative. The Licensor shall have the right if it so elects, to provide s�h support as it may deem necessmy for the safety oi its track or tracks �mng ihe time of constr-�sction, mcrintenculce, repadr, renew�al, modificatioiL relocatiorL reconstrvction or remaval of the �Pelir�e, cmcl in the event the li�er�or provides such suQport, the Iicensee shall pay to the Licensor, within fifteen (15) days after bills shall have been rerxiered therefor, all erpense incurred by the Licensor in connection therewith, which expense �hall include all assignable costs. ) The Licensee shall keep �d mmntcrin the soil rner the Pipeline thoroughly compacted cmd the grade evan with the adjacent surface of the ground. � �ection 3. NOTICE OF COMIv�[VCE�(EKT OF WORK. If mi emergency should �ise requiring immediate attention, the L{censee ahall provide as much mtice as � to Licensor before comm,er�cir�g cmy worY. In all other :ituationa, the Licensee shall notify the Licensor at least n(10? �ys (or such other time as the licensor may allow? in adv�yce of ths commencement of cmy work upon property of the Licensor in connectionwith the constr�cGon, mcrintencn�ce, repmr, renawal, modification, reconstruction, relocafiion �r removal of the Pipelir�e. All such work ahall be prosecuted diligently to completion Section 4. I 1CQv��'['p B�qR ENTIRF_. E�ENS� 'Il�e L:cer�see shall becr th,e entire cost �d ezgense incurred in corulection with the constnsction, mcintencQlce, Pcu' cmci renewal and cmy cmd all modification, revision, relocatior� remov�zl or reconst�vction of the Pipeline, including c:.y �d all expense which may be incurred by the Licensor in connection therewith for supervision, inspection flagging, �cr otherwise. U �� j pixe� Page i of 4 Exhibit B �{ . �PLX9Yo112 Fam App�wed AVP-Law �'• - G �II►IZ� i �J7�u1Dt►� � � �� : � � ► � i i 7�u • . • ' 1• 7� 1►) a) 'I'he licerLse herein gr�tsd is sut,jeci to the needs �ci requirements of the Licensor in ihe operation of its rcrilroad ` in the impcvvement cmd use oE its property, �d the Licensee ahalL at the aole ezpenae of ihe Licensee, reinforce the ' line, or move all or �y portion oE ihe Pipeline to such new lxahon as the Licensor may designate, whenever, in the rcmce of its needs m'sd rsqutrements, the Licensor shall firyd �uch action necess�y► or desirable. ) All the terms, conditions �d atipulatior�s herein ezpressed with refererlce to the Pipelin,e on property oE the ' ensor in the locati�on hareinbefore described ahall, ao f� as the Pipeline remmns on the property, apply to the Pipeline as modified charsged or relocated within the contemplation of this aec6on. � - .. . . • �.��: a�: �.•� ��r. •�a. .•: • • �:: � • ► The Pipeline cmd crll p�ts thereof within cmd outside of the limits of the property of the Licenaor shall be ons tructed �d, at all times, mcrir►tmned, repmred. renewed aa'bd operated in auch m�rser m to cczuse no interference r with the constcmt continuous �d unintemipted use of the tracks, property �d facilities of the Licensor, amd nothing ahall be done or suffered to be dnne by the Iicensee at cmy time that would in �y mmzner imp�r the safety thereof. � - • - : •�r�•�r • . • iI: �; • J� : : ��u a) Fiber optic cable systems may be buried on the licensor's property. Protection oE the fiber optic cable :ystems s of eztreme importca�ce since �y break could disrupt service to user� resulting in business interruption �d loss of revenue �d profits. Licer�see shall telephone the Iicensor at 1-8U0-33&-9193 (a 24-hour ntanber) to determule if fiber optic cable is buried miywhere on the Licensoi's premises to be used by the Licensee. If it is, Licensee will telephone tt�.e telecommunications compcmy{ies) involved car�ge for a cable locator, ma]cs cu�r��gementa for relocation or other protection of the fiber optic arble, all at Licensee's ezpense, and will commence no worY on the right of way until aIl auch protection or relocation has been accomplished. Licensee ahall indemnify omd hold the Licensor h�atnlesa from cmd agrrinst all ccats, liability arr3 ezpen4e whatsoever (including, witiwut limitation, attorneys' fees, court costs �d ezpenses} �ising out of or caused in cmy way by Licensee'a fmlure to compiy with the pravisions of thias pm�agraph b) In addition to other indemnity pravisions in this AgreemenL the Licensee ahall indemnify m�d hold the Licensor l�criless from cmd agmnst all co�ta, liability c�d ezpense wivstsoever (irscludiisg, without limitation, attomeys' feea, court �costs rnzd ezpenses) caused by the negligence of the licensee, its contractor, agenta cmd/or employees, reaulting in {1) cmy d�n�ge to or destr►yction of cmy telecommunications system on Licenso� property, cmdJor G2) �y injury to or death of cmy person.employed by or on beisalf of mzy telecommunications compcuiy, �dJor its contractor, agents �dJor �employsea, on licensor's property, ez�ept if such costs, liability or ex�enaes m�e caused aolely by the direct active negliger,ce ot the Iicensor. Licensee further agrees that it shall not have or seeY recourae agmnst Licensor for �y clmm or cause oE action for alleged loss of profits or revenue or losa of service or other consequential d�nage to a telecommunication compcmy using Iicenso�s property or a customer or user of services of the fiber optic cable on � licensot's property. � - • •� : w : u• ��. i• : : ••: :.0 ,. : ��; • �ii:j.•�� a) 'Ihe Licensee shall fully pczy for all mater;cLg joir�ed or �5�d to �xi labor periormed upon property of the Licensor in coru�ection with tha construciion, rmm�terxmce, repmr, renewal. modificcction or reconstruction of the Pipeline, �d shall r�ot pemzit or suffer �y mecixmic� or materialm�`s lien of �y kin�d or nattiva to be enforced agmnst the property for mzy work done or materials fumished thereon at the instcmce or request or on behalf of ihe Iicensee. The Licensee ahall indemnify cmd hold hcuzr�less the Licensor agmnnst cmd from any �d all liena, clmms, demcmds, coata �d ezpenses of whatsogvdr mttue in �y way connscted with or growir� out of such wor�C done, labor performed, or materials fumished. L�J � f�l b) 'Ii�e Licensee shall promptly pay or dischcage all tmces, chcuges a�sd assessments levied upon, in respect to, or on accotmi ot the Pipeline, t,o prev�ent the s�ne �m becomux,� a c:xu�ge or lien upon property of the licensor, cmd ao that the tmces, ch�ges �d assessments levied uz�on or in respect to such properiy shall not be increased because of the location. cor�stn�ction or mmntez�ce of the Rpeline or e�y improvement, appli�ce or fizture connected therevzith placed �on such property, or on account of the licensee`a interest ti��erein. Where such Rar, chcsge or assessment may not be sepca�ztely mads or assessed to 1he Iscsnsee but shall be irscluded in the csseasmen# of the property of the Iicensor, then �ze licensee shall pay to the licensor an equitable proportion of �u�ch imcaa determined by the value of the Licensee's property upon property of the licensor ess compcaed with the entire value of such property. �plxe� P+Sr : of 4 E�bit B �,J �X980;i2 Fam Approvod� AYP-Lw - • i 1��: M�� • �J�► �i 'i�'�i�r In the ewani the Licenaor authorizea the Licenaee to taie dovPn �y fence of the llcenaor or in �y m�ner mrnre �r disturb �sy of the other property o� the I3cansor in connection with the construction, mainters�sce, repmr, rersewal, modifi�cdior� reconstructior� relocahon or renu7vrtl of the Pipelir�e, then in that eveni the Licensee ahQll, as aoon crs posaible cmri at licensee� aole ezpense, restore such fence �sd other property 10 the a�ne condition As the a�ne were in before uch fence was ta]cen down or such other property was movt3d or disturbed, and the Licensee ahall indemnify �sd hold ess the Licensor, its officers, agents �sd employees, agmr�t m�sd �om mzy �d all liability, loas, d�nagea, clmms, demands, costs cmd ez�enses of wlxxt.godvar r�ahae, ir�chxiirr,� court costs �d attomeys' fees, which may result from injury �or death of persons whomsoever, or d�nage to or loss or destruction of property whatsoever, when such irijury, dec�h: • e, bss or destruc�nn grows out of or �ises from the ta]dng down of �y fence or the maving or disturbaa}ce of �y other property oE the Licensor. �eCtion 10. ��jy. L� ) A� used in this Section, 'Licensor' irscludes other rmlroad compcmies using the Licensots property at or r�ear the ^ ocation ot the llcenseeh insiallahon msd their officers, agents, cmd employeea; 'I.osa' includes loas, d�nage, clmms, emcmds, actions, causes of actior� penalties, costs, �d expenses of whataoever nature, including court coata �d torneys' fees, which may result from: a) injury to or death of persona whomaoev�er (including the Licensor'a officers, agenLs, �d employees, the licensee`s officers, agenta, �d employeea, aa well aa �y other persoril; cmd/or b) dcQnage or loss or destruction of property whalsoe�ver (irxludir�g Licensee's property, dmnage to the roadbed, tracks, equipment, r other property of the licensor, or property in its care or custody). �) As a major inducement m�ri in corisideration of the license �d permission herein gr�ted, the Licsnsee agraes o indemnify �d hold h�m-�r�less the licensor from �y Loss which is due to or arises from: �.�� The prosecution of cmy worY contemplated by tivss Agreement in�cluding the installation, conatrwction, m�mntezxmce, repmr, ra�ewal, modification, reconstruction, relocation, or remov�sl of the Pipeline or m�}► pc�t thereof; or , 2. The presence, operation, or use of the Pipeline or contenta escaping therefrom, �except to the estent that the Losa is cauaed by the sole �d direct negligence of the Licensor. � Sechon 11. $��n�'AL OF PIPE L�T� t�i�LTQ�1vStA1ATION OF AGF��T. Prior to the termination of this Agreement howsoever, ihe Licensee ahall, at Licensee's sole ezpense, remave ths Pipeline from those portions of the property not occupied by the roadbed cmd trrccic or trac;cs of the Licensor �d shall restore, to the scrtisfaction of the Licensor, such portions of such property to c� good a condihon as they were in at the time of the construction of the Pipeline. If ihe Licensee fmis to do the foregoing, the Licensor may do auch work o( renioval azxi restoration ad tiye cost and expense of the licensee. The licensor may, cat its option. upon such tennination, at the enhre cost m�d e�ense of the licensee, remove the portiona of the Pipelirsa lxated undemeath its roacibed cmd � track or �ac� �xi restore such roadbed to as good a condition as it was in at the hme of the construc�on of the Pipeline, or it may permit the Licensee to do such wor� of removal �sd restoration to the satisfaction of the licensor. In tife event of the removal by the Li�ensor of the property of the Licensee �d of the restoration of the road}�ed mxl property as herein pc�ovided, the L.icensor shall in no m�ner be liable to the Iicensee for �r d�nage austcuned by the licensee for or on account thereof, �d auch rea�oval �d resWration ahall in no m�ner prejudice or impcur �y right of action for d�nages, or othetwise, that the Licensor may hav�e agmnst the Licensee. ; `� _ . � . : \/�: • � a • �1� The w�rer by the Licensor of the breach of cmy condition, cover�i or agreement herein contcrinsd to be kept, Qobserved �d performed by the licensee shall in no way imperir the right oE the licensor to avcril itself of �y temedy for �y subsequent breach theraof. � � plxe� P�r.ge 3 of 4 E�ubit B � X 98011� Fam Apfxvvod AVP•Law �tion 13. If tha I3censee does not use the right herein gr�ted or the Pipeline Eor one (1) ye�, or if the Licensee continues efault in the performcmce of �y cw�en,�t or agreement herein contmned for a peri�od of thirty (30) days adter written notice from the Licenaor to the licensee specifying such detault the Licenaor may, at its option, fortkwith immediately ermirxste this Agreement by written notice. . In mddition tr� the pravisions of suLr,�..�.y, urh a) abave, t�vs Agreement may be termir�ated by written n�otice given by either pcaty hereto to the other on cmy date in su�ch n�otice stated, n�ot lesa, hocvever, tixai thirty (30) days subsequent to date upon which such notice shall be giv�en. Notice of dsfault �d notice o! termination may be served personally upon the Licensee or by mmling to the last own address of the licensee. Termination of this Agreement for �y reQson ahall not afiect �y of the rights or ligations o[ the p�ties hereto which may have csccnyed, or liabilities, accrued or otherwiae, which may �sa�re �iaen prior ereto. t�on 14. A�$E�T NOT TO BE ASSIGNm. - 'Ii�e L3cersaee shaIl mt �sign tiiis Agreement, in wiwle or in pcut, or �y righta herein gr�zted, without the wrilten consent of the Licensor, cmd it ia agreed that mzy trrazsfer or essigcuneni or attempted tr��sfer or assiynment of tl�us meni or �y► oi the righta herein gi�ted, wizether voluntmy, by operation ot law, or otherwise, with�ut such consent writing, shall be absolutelyvoid cmci, at the opiion of the Licenaor, shall terrninate this �reement. tion 15. SUOC,'ES�ORS AND ASSTCNS�. Su%jec,-t to ihe pravisi�ons of Section 14 hereof, this Agreement shall be binding upon �d inure to the benefit of the pcaties hereto, their heirs. esacutors, administrators. au�cessors mzd assigns- � . � � � '��1 ; ft �� ,� u � �pUcead� Pags 4 oC 4 E�bit B �l� C�!J � PL X�E ROE 940201 Form Approved, AVP-Law 1� d� � 0 Z� Folder No: 0175b-57 CONTRACTOR'S RIGHT OF ENTRY AGREEMENT � � � � ;.r� � THIS AGREEMENT is made and entered into as of the day of , 19 , by and between TTNIOY PACIFIC RAILROAD COMPANY, a Delaware corporation, (hereinafter the "Railroad") and � a • . corporation/partnership, whose address is (hereinafter the "Contracto�'). RECTTA%,S: The Contractor. has been employed by FORT WORTH, CITY OF for the purpose of constructing (hereinafter "work") only a 8" sewage pipeline crossing on and across property of the Railroad at or near IVTile Post 243. 00, Dallas Subdivision, near Ft Worth, Tarrant County, Texas. The Contractor has requested the Railroad to pernut it to perform the work and Railroad is agreeable thereto, subject to the following terms and conditions. AGREEMENT: NOW, THEREFORE, it is mutvally agreed by and between the Railroad and Contractor, as follows: � Article I. DEFIlVITION OF CONTRACTOR. � � � � � For purposes of this Agreement, all references in this Agreement to the Contractor shall include the Contractor's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority. Article II. RIGHT GRANTED: PURPOSE. The Railroad hereby grants to the Contractor the right, during the term hereinafter stated and upon and subject to each and all of the terms, provisions and conditions herein contained, to enter upon and have ingress to and egress from the property described in the Recitals hereof and as shown on the attached print dated May 7, 1999, marked Exhibit A., for the purpose of perfomung the work described in the Recitals above. The right herein granted to Contractor is limited to those portions of the Railroad's property specifically described herein, or designated by the Railroad representative named in Article V. � �� i�J ;;.;� Article III. TERMS AND CONDITIONS CONTAIlVED IN EXHIBTTS B AND B-2. The terms and conditions contained in Exhibits B and B-1, hereto attached, are hereby made a part of this Agreement. Articie IV. ADMINISTRATIVE FEE. � Applicant shall pay to the Railroad FIVE HUNDRED DOLLARS {$500.00) as reimbursement for clerical, administrative and handling expense in connection with the processing of this Agreement. � � � 4'� a ;'_{� � � � . �� Article V. ALL EXPENSES TO BE BORNE BY CON3RACTOR; RAILROAD REPRESENTATNE. The Contractor shall bear any and all costs and expenses associated with any work performed by the Contractor, or any costs or expenses incuned by the Railroad relating to this Agreement. AIl work performed by Contractor on Railroad's property shall be performed in a manner satisfactory to the respective local Superintendent of Transportation Services of the Railroad or his authorized representative (hereinafter the "Railroad Representative"). Article VI. TERM; TERMIl�iATTON. A. The grant of right here'm made to Contractor shall commence on and continue until , unless sooner temunated as herein provided, or at such time as Contractor has completed its work on Railroad's property, whichever is eariier. Contractor agrees to notify the Railroad Representative in writing when it has completed its work on Railroad property. B. This A?reement may be ternunated by either party on ten (10) days' written notice to the other party. .Article VII. CERTIFICATE OF INSURANCE. A. Before commencing any work, the Contractor will provide the Railroad with a Certificate, identifying Folder No. 01756-57, issued by its insurance carrier providing the insurance coverage required pursuant to Exhibit B-1 of this Agreement in a policy which contains the following type of endorsement. UNION PACIFIC R.AII.ROAD COMPANY is named as additional insure3 � with respect to all liabilities arising out of Insured's, as Contractor, performance of any work on the property of the Railroad. �!f � B. Contractor wanants that this Agreement has been thoroughly reviewed by its insurance agent(s)/broker(s) and that said agent(s)/broker(s) has been instructed to procure insurance coverage and an endorsement as required herein. '� � r 7`�� _; � �� M � � � � �� {� � � ' � 4 I�. Z l �� 0 !� C. AIl insurance correspondence shall be directed to: Folder No. 01756-57, Union Pacific Railroad Company, Real Estate Department, 1800 Farnam Street, Omaha, Nebraska 68102. Articie VIII. CHOICE OF FORUM. Litigation arising out of or connected with this Agreement may be instituteti and maintained in the courts of the States of Nebraska and Texas only, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation, in those courts, and consent to service of process issued by such courts. IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate as of the date first herein written. 1�� • • • � • • � • � • � � u �' z�! : ��iITNESS Contracts Representative (Contractor Name) r� By Title _ ai12i99 �0\ 1�:51 FAZ 8175389245 Baird. Har�pton & Brotivn C�002 E ARR�J1t 1ND1CA7IPIG NOR7H . FOR4 OR-040t-B t TION RELATIYE TO CROSSIt�tG �� v , �+��. 10-10-97 �� e_4 . . • ,��'� �NCA.�ED . N'ON�-FLAMMABLE �,� ��. IP�LIN C �SSING P E R -�� NOTE= ALL AVAILABLE OIMENSIONS MUST BE ��'4°�= NO SCALE FILLED IN T� PROCESS THIS APPL1Ca7I0N. � � Q . RR'S p/Y � � � i� Q � � � � � � � � � �� O Q � • r'7 . ��iOO FT. -.' 3�.QF"T. � c o�o a'I F-r. • 7.5�. cf o � bG�f �.. .`� • N cs� �:o� a � al Is�: Nore a s s) �? 1OOFT. F.7G�eQ S"� 7 oQ' � 29.5' _+� , 910 � � ` �, q � . . � � ' �, � �� g c+Nc�E cc cxas.: cNc) �` Ta Fh nrt-h _ ST P.R. TQnt� � � �� M�:N TRACIC 1 � 1�.2+RCST R.R. TCrHI ^. � � � to�` � � . L � . ( . � � � . * � � � . � . 'i . � r � . ��Q a�. �Face� of Rrid� Abu t �x,,�(� ' tment Pipeline -to (CESCALBE FtsE7 08J T) i��e= F1xE,0 OBJEC .�='t�.� 1 `,�' . (SE= t+OTi 8) (SEE NOTE Si i n��.11� ��l� 6 �� Dq-�tiy �" tO15TN:CE K7+G �a�tX FIaOM SECTtCn LIHE CAOSSINGf � . �� r 1 4.75 be aw �. .�'h Q h � ��7'. �� 2- �iY� / _ L � � �� (NOTE� 7nIS D2HEMSIOM AECULAEO [H •lL GSeS. � C4ii11er AV�? ' � � aT LOCAT10rb r+CT LSI�+G 5'cCTIWyS• 015'[auCS so w�Gt'St,AvEr L1NE IS RGWIoED) r �_ r� w r A��S,� �,s'�T. -�- L�-r. ,- � roo�. . y I t �� STEEL CASING VALL ntN. oisr • � Not x� 7HICKNESS �HART (SE� xOTE 2i 1� Cc'1�]1 � NINI147M DIAt£TER Of � • • � —!;�-- �� THICKNESS GSIN"., PIPE � � ' .2508• i/•" 12' OA LES: t f � .3123' S/16' OY�73 12' -1£ � N/ �=7. ' .37'S0' 3/8' OYER 2 8• -2i � (�.5 F7 „fN.) � .t375' 7/16' OVER 22'-2£ ��. ' .SB00' 1/2' Ov�.R 29'-3c (2C FT. Mnx.I T• SFi�I, GSIFn .Sfi25' 9/l6' OYE32 3�'-�� u�s�>c � ccst+a pt� (s� „oTa .) (� c-r. Nr+t. ) � �,y�.�._.. '1 .6253• 'S/@• OvER �2'-4E n �, _ .•11� _ ., _ — — � — — — — — —'— - _ .�' _ � .f' cwa�ea �crs�'_ _ _ _ ` . w� se• Kusr es �r � APPsiWED 8Y R.R. G0. � '�� I ttOTE� TN]S C}iF�RT I S C+9. • I '. � 1 i a�0t°°i�+" N�`Y�E-'ui � � � � . � � I ` STAEHO�H OF' 35.0E0 P52. � = p 1 f lS FT.—►; • 5 FT. ,�,�, �• � I, �/_��. _ FQRM,'LA TO FIGUFf CRSING �� LENGTH VITri ANGI� OF - ��S• "I CRUSSING 07liER TMs�t 90' N�FT. . 8 ' .�i' �E � (CDS]*L LE1�G1'+r v++Et+ hE�SURF� a�LONG PIF�-3.iwE.) �� w1 }QtiTORaL OtSTaCES TO BE iEn9S+ED w7 �tdff rK1F5 FTa� F. CF TPoOc. A SIN ^ l74 TD atE�C 8�00 �E �. C� 77M0C gT RLdR ML.ES T1E G�Ea�R OF :J - m FT.. CR 4� iT.. . � �� a 2E1�OO tIHIT DF MlU�DnO RIQtT-ff-WT IF ifCE�ttY TO 7+�O�ICE TIt�fR LEWTM C�7i510E Cf T�1�OC. •y� T1IV.OT� xa� af aa• rsao� n� oo cs �r a�t�aovo eA�ocF• E cs ..n cu.rr�r. cR Faa� �«r cat'rat•c +r�_ •t �.crt z� i�FFE3ENtativE M15T 8E Ps7E5c'Yi Ltit3�. Ir6Tpi.L�rIW s M1e1�0 StC+ets �E tw nf rtCtwtTlr oF CFCS51►G, T,,,p� . aL].aae�.E FtxED C8.£c7S 1�a�C[. e.cxr.u.S 6' eR10CEs. i OF f�ow Oe05S1tD5 i avtl�E�o v1a0t,CiS �GtYE �0 rr»E). CA CuvEr'iTS. • Cn;I►G rO CMAIER �Ir£ lte3T 9E PLaCFD � NIHi� 0% I FEET 8£La 7►E FtISTI1+G F18E;i OPi1C C+e3C� o+n E`eLovaTiO! R£dUIPF� rlTfiIN �- T � ,,.E a�� ,� � .� � � �. � F�.�r ��t ��p Ry PIPELI►.'E CROSSIPl'G vITH1N DEOICATE� S7RE�T ?,`� 7E5� ✓�10i E��I� „A� YES. NAN.E OF STR�E7 �I'-E-'Y' AVP�7l1� ��a �.tuv.o usE ot,� DISTRIBUTION LINE. X OR TRANSKISSION �INE RIER �PIFE � �n � ah PaCIFIC RAILROAD �CO. COh�tODIT7 TO 8E COrtYE7ED ��'a� OPERATING PRESSItRE N/� 5I Q�} LGL�j' � VRLL THICKNESS �• 4 +Dt�tETER '...8' _.sMATERIAL ��`�'' � G' z �:�.��•�l��' SING PIP� . N/A �• Iron M, P a s�3. E. s.. i� 8s� �.�o' ►+at.l. 7HICKNESS �DIaHETER ,MATERIAL � L! NOiE �CASING HUS7 w�VE 2' CLEARANCE BETuE:.N GREATEST �•1CASE0 � P/� CROSSING A7 SIOE DI�nE7ER OF CARRIER PIPE ANO INTERIOR DIAN�TER OF ��o�� "—r��Q�1 T CASIKG PIP,,. vNEN FliR+IISHIuG OIM"cNSIOtdS. GI�E OUTSIDE OF F. � 7 �RRIER PIPE ANO It�SIDE OF Ca51NG PIPE. "�'"�' ""' """'�� "��' ' TH00 OF INSTaLLING CASING PIPE UNOER 7RaCKcS)� �'�� C� �r7`� ,,,�_DRY BORE ANO JACK ( VET QORE N�T PERt1ITTE0l . ,.,.�,�w., TUNt1�t, t OT}iER Othe?" th�n n c-t� mntirn?rn�s hn�-�, ' Lt CONSTRUCTiON B6 8Y av OUTSIDE CO�ttR�CTOR}?_�ES�_�0� -'"`R FILE .NO. s� - OATE � T STANCE FROH CENTER LINE OF TRaCK TO NEAR FACE OF BQr� I� At�O v a a N t t+ c CKING PITS VHEN HEASLIRED AT RIGFtT qNGLES i'0 TRACIC.�LO_. . . AP°LICANT HAS CONTACTEO 1-800-336-9193. �»� "�"•� Iw Ks. ac+sta+s. u. ►. c;�«xicAT�a+s oEraaT�fur K.st 0E tn+t.crm tu nov� U. P. COHMUNT�A7ION OEPA�iTxeNT. ANO HAS DETERHINEO FI6ER cr .+r,� vax To cc�cr� cxiss�c� µa • �TIC CaB�E_�?�OOES �_p0E5 NOT � EX1ST IN VICINLTY OF �aTtb1 CF itHER OPSIC C+�II.E. ov rn ac ecacnaMrn , rtrucT Nn. ��9 -qOl� aros . i-cee-�x-9av GDl7 1 7 1 CGO 1 A• C7 n� n��nn-�.� �nr^ n^� �X�E80E980112 Fam App��*od, AVP-Lw � F��r s To corrrRAcro�'S R7CHT OF ENTRY AG�EMFNT ' 1. NOTICE OF COMIvviENCE�.NT' OF WORK - FL.AGGING. Ti�e Cmttacta agrees to notify the Railroad Represeuiative af least 48 hours ia advaace of Contractor commencing its wor3c su,d a# 3e�t 2� bcnas ia advsace of gnposed pezf�maace of aay wor3c by the C�trscior in which aay Persoa or equipment will be within 25 feet of saY txac3c, �will be nesr eaaagh to say hac3c thsit suy equ�2 �(such as, birt not limiLed to, a craae boom) will reach to withia 25 feet of any tracic. on izcr�t of s►rh notic� the Rail�nad Reg�atsiive will determine and 'mform the Coahactot wivcther a fla�xa nced be preseai and whether {...� Cmtrae3cir ne�d imP� �Y �� P�'� a��Y �. If say flagmeu or other s�ecisl p�otedive or sa.f'ety measiu�es are pafotmed by the Rsilroed, svch sezvices will be pmvided at Coatracta's ex�ease with the uaders�nding thai if the Railroad pravides aay flagging a other 'ces the C,�tracior shall not be reli eved of aay of its respoa�'biIitics ar liabilifics set faath hecein. 'on 2. NO Il�'IERFER�,CF. WT[HRAII,ROAD'S OPERATION. No rwdc pafamed by Cao�ac0or sbaIl csuse any intecfereace with the canstant, coatiauous and tmintenupted use of the trac3cs, �patY �ir;� o�� -tc+o�a � �, t� o� a�, ,�s ��uy �ict�a �r �s a�� o� �i�uy �riz� i� �� y t�e Railraea R�e�ta�ve. xothing shau be aaae or suff«�a to be aone by tbe c�fra� at aay t;me thac.�uld in any maun� im�sir the thertoi Whca not in u9e, Co�cactals mac�inesy aad matnials shall be Ycpt at least 50 f,eet from the ceateriine of Railroad's nearest tracY, thae s3sall be no vehicular c�ngs of Railroxd's tracYs except at existin8 � P�li� � Sedioa 3. . Tise ContracGor shall pay in full all persons who perform labor or provide materisls far ti�e wor3c to be pesformed try Coatraetor. The shall mt c:ra� permit a� auy medseaids or mataialm�en's lieas of any ldn�d or natuiz to be created or eaforced as�inst anY P�Y of the Railroad for say such work perfarnud. The Cont�actar shall iademnify and hold haimless the Railroad from sad against suy aad all lieas, demsnds, casts c�r expeaves of whatsoever nahae ia �y way connecte3 with or growing out of suci� wark done, ]abor perfarmed, or matetials 'on 4. pji0'�.CTTON OF FIBER OPTIC CA13 F SYS'IFMS. � F� optic cable systems may be bauied on the Railroad's �opaty. Protec�on of the fiber esptic cable systems is of ex��e impo�tsace sincs any breaY could disiv�t savica to vseis re��Iting in business � and loss of i�veaue sad profib. Conhactor shall telephoae the at 1-800-336-9193 (s 24-�our uiunber) to detesminc if fiber optic cable is buriad aayw�a+e oa the Railroe,d's premise,s to be u9ed by the If it is, Coahactor will tele�ooe the telecamunmicatioas eompau�es) invoiv�d, arcaage f� a cable tocat,ar, maYe snaugemeais for locahan a other �xatectioa of the fiber optic cable, all at Coatractor's expea9e, a�d will camn�ce no woric an the right of way uatil all such pintection a relocatiou ha4 beea accomplishod. ' In addition tn other indemnity provisions ia ihis A�� the Cont�actor sball indemnify and hold the Railroad iusrmless frnm sad all cas�, ]iab�ity aud ex�ea.se w�aL4c3ever (inciuding, withaut limitation, atioraeys' fees, cautt c�ts sad e�m-aes) arisin8 out of suy ad ar omission of the Cantiactoc, its contracior, agents aad/or employee,s, thai csu9es a coatnbutes to (1) auy damag�e to a des�uctioa of say ,�lccommunicatians system on Railroad's pr�aty, sudlor (2) any injury to or death of anY P�� Ptoy�d bS' or on behalf of any lezommimications eompanY, and/or ib eoatractor, age�ts aa d/ar emplayees, oa Railroad's propaty. Co�actor ahall not hav�e or see3c re�use against Raiinoad for any claim or caus+e of action fa alleged loss of pmfib ar ieveuue or loss of savicx or atiber coasequeatial damags to a telc�anmicatioa company vsing Railrasd's grapaty or a c�er or usa of sa vices of the fiba optic cable an Railroad's preperty. '� 5. COMPLANGE WTTH L.AWS. �n t�e p�aew#ioa of the �aic ca�red by this agz�emeut, the Coahactor sball sec�az auy and sIl nece§sary pamits aad shall comply with agplieable fedaal, state sud local laws, �gulations and eaactments affecting the w�ic Tise Contisciar shall use only such me�ivods a4 an with safety, both as ca�cerns the C,antxaator, the Contracta�s a3ents and emplayees, the o�crrs, ageats, em�loyees sad P�P�Y of the Raik�ad aod the public m g�eaL Zhe Cc�a�.�Lcs (wir�ui limi�ng the gmerslity of the foregoing) sball �ly with all applicable state and fe3eral �etional sa�ty aad hesith sets an,d regulations. All Fede:al Rsilroad Rminiat►�t�o� �ulshons shall be follawed wista wocic is petfecmed � Railrced's g�perty. Tf sny faihue by the Contractor to comply with any such iaws> re8ulstions, and eaac�nL�s, shall result in aaY �, P��Y, a�t a cha�ge ban8 a.�ed, mmp�ed oc chazBed a�iasi tbe Rail�ad, the Ccat�actor shall reimburse aud indemnify the Railraed for any siuh fine, .��B� ��m8 �� YS' fees, court costs snd cx�eases. �e Caut[actos � agzes in the cvrnt of sny such �tieq tzpon notice thereof being gmvided by the Railroad, to defead such sction fi-� of cost, charge, or expease to the Railrasd. � g�sro��aoe.e� . Ps,ge i nf 3 E�,bit B .�fII..T1iFS X it E ROE 980112 . Fam Apprave� AVP•Lsw � ' : -- Sectioa 6. �A�IIN�TRUCTIONS. Safety of personnel, property, isil operations aad the public is of paraaaotm# im�cxtancs in the pro�on of the woric ptasuaa# to this agresmeaL As u:inforcemeat and in fiatherance of wetall safety measures to be obsesved by the Coaha,ctor (an,d n+ot by way of limitafion), the ollowing special �afety rules shall be followed: � a) The Contractar shall ]cup the 'ob site free fiom saf sad health hazBrds aad t�J ��J � • J �Y easure that its employees are campekeui aud adequs�iy �ained in all safdy and heslth aspects of tho job. The Caatrsctvr shall hsve proper first aid supplirs available on the job site so ihat grom}�t firsi sid savices can be provided to aay pe=soa that msy tx injurod on the job site. The Conhactor shall P�Y �Y ti�e Rai']snari of auy U S. Ocsvpatiaoal Safdy aa�d H,ealth Adminis�on nportabk inju�ies to an the uocic pafau�ed m th� job siLe. Zhe Ccatractar si�all have a noa�delegnble duty to control i�io y� that may srise during yees, while thay are oa the job site or aay otl�a �perty of the Railmad to be cuisia ti�.y do not use, be umdrs the influeace o� a have ia their possession aay alcoholic ��Se, �& narcatic or other substauce that may inhibit ti� sa5e peiformaace of worY by the employee. b). T2�e employees of tlse Coatractor s�all be suitably dres�cd to paform their duties safely and ia a msnner that will n�ot in#�sfetz with theff visicu, he�iag cc free use of their bauds or feeL Only waist lcagth sirirts with sleeves and tmu.9as that cavrr the euhre leg an to be twcu. If fl�o-leggerl �sas ffie Kun, the hnuser bottams mmst be tie3 to prcveat caiching. Tbe employees should wesr shudy aad proicctive warY boots and at least the followin8 P� �P�� {1) Ps�tie }rad �sr that mefs Amaicaa National Staadard Z89.1-latest revision. It is suggested that all hardhats be affi.�d with Coniracto�s or �s company logo or name. CZ) EYe PI'otectian that mcets Americaa Natioaal Staadard f� occupational sad educational cye aud fsce protectiaa, Z87.1 datest n:vi.sian. Additional eye protechon must be provided to mc=t specific job sihtations such ag weldin8. g�nding, biaviag, etc.; aad �3) �S Pr�i� wiuc� affocds eaaugh site�ation to giv+e pavtectioa from noise lev�els that will be occ�aiing oa the job site. � . c). Atl hesvY equiPmeut Providtd ar Ieased by the Con�actoc shali be equipped with sudible bae7o-up wa:ning devices. If ia the � opinion of the Railroad Rcgreseatative any of Cont�aetoc's or any of its subcoatiactot's equipmeat is vnsafe foc use on the Railroad's ri�tof wsY, the Coa�acLoc, at ffie request of the Railroad Represeatative, shall ramave such equipment fmm the Railrosd's right-0f-way. Sectioa 7. j ]��. �� ). As u9ad � tilis Sec�oq '�iiroed" iacludes otba �'Iinad com�sa'se,s usmg the Railrosd's propesty at or near the locatioa of the Contrsdo�s `nastsllahca aad t�eir o�s, ageut,g, aad employees; "Loss" includes less, damage, claims. demauds, actions, esuses of actic�, Pcaalties, eosb, aad cxpenses of whatgoever natvre, including ewrt ec;� sad &�crr�y� :�, •:.� :.gy re:a:?t frc�: (ai iajury to or death of pason$ wi�.soev�r �inchxiing the Railrosd's offiars, agrats, sud employees, th,e Coatracto�s officas, ageats, sad emP1oS'ees, as well as say other per.�on); andlor i.ab) dama8� ta or loss or des�ucfion of groperty whatsoev�er (i�cluding Coatrscta's property, damaSe to the rasdbed, trscks, �quiFmea� or ot}ier property of t]x Railraad, or groperty ia its care � custody). ). As a major inducemeut and ia cansideratian of the Iicease and permissioa hemn giaated, the Cautiactor agrees to indemni.fy and hold the Rsi}roed fmm any Loss which is due to or arises fiom any csuse aad is a�.9ociated in whok os in part with the woric perf'ocme3 tmder this agr�emeat, a breach of the agreemeut ar tb,e failure to observe the �eslth a�d safcty pmvisi�s herein, or any activity, omis.sioa or negligea� ' ou# ofperfacasaace ce noapexfarnsaax ofthis a�L Hnwe�ver, the Coatractor shall not indemnify the Railroad w�s,ea the I.oss is csn.�ed the �ole ne3ligeace of tIse Rsilrosd. c). �e Cca�ractor si�all maintain w�er ias�uaace covecxge is �y to adequately uaderwrite it� geueial and c�actual liability uader � terms of t$is AgteemeaL Sectioa 8. BF�'i'ORATION OF PROPERTY. Ia the eveat t�ee Railroad airthorizes the C,onir�c�or to taY.e down any feace of the Railmad or in any manner movc or disha� say of the pcop�ty af t�e Railned 'm �cn with the t�c to be performzd by Conhactor, theu ia that eveat the C,ontractor shFtll, as soon ag possible snd at Cmfrsric�s sole cc�,9e, nstoce soch feace and other property to the same coaditioa � the same were ia befom such fmce was takra dcnva �r such other property was maved or dishai�ed. • ��ti��+��'a-� Psge 2 of 4 Exiu'bii B �'IIIT�S X � E ROE 9801I2 Form Apprave� AVP-Ixw � -'� 9. w rv� oF B FACFr The waivrr by the Raiirosd of the breAch of any canditron, coveaaut oc agreemeat i�reia coaisiaed to be kegt, observed sad pafo�med by the Contracioc shall in n,o way impair the right of the Railinad to svail itself of aay reazedy for any subs�uent breach tha eof. 'oa 10. ASSIGNMENT - SUBCONTRACTING. 'Ibe Cao�acta shall aot assign, sublet a subconhact this a�eat, a any iate�st tberein, withaut the writtca conseat of tho Railroad any sitempt to so assigq suble# or subconh�ct without the writtca conseut of the Railroad shall be void if the Railroad gives the Contraetoc to subconuact all a aay pa�tiaa of the tivac3c � de.9a-ibed, the Cm�sctor is and shall remain respernsible for all woric of subcou�adozs �nd all wvrk of � shall be gaverned by the terms of this agreemeat � �� 0 �� [�J LJ � �'shsre�c�ub'ssbkme.c� Psgn 3 of 4 E�bC B INS 960870 Vo P:otedive L�. 'c�m App�onnd, AVP-Lsw .� D►� EI: i Right of Entry Agreements Contract Ins�uaaice Requirements Third P�ty Contractors ''+ Contractor shall, ct its sole cost and eapense, procure and mmntmzi during the Iife of this Agreement the following +� tu'�LCe Cov+el'age: � a) insur�ce rovi bod.il in' incl d rsonal ' mid ! �9 Y)�Y ud�nc'J eath PQ ��i' lr�PertY lcQnrg� coverage with a combirsed single ]ir�nit of at least $2,000,000 each occturance or clmm �d � aggregate limit of at � Ie�ast $4,000,000. This ins�u�cmce shall contmn broad form contractual liability with a sep�ate general ...yya cJyula for tl� project USO Form QG 25 03 or eq�uvalen�. E�oclusions for rmlroads (e�cept where the Job Site is more th� fifty feet (SOj from �y rcrilroad tracks, bridges, trestles, roadi�eds, teaninals, tm�derpasses or crossinga), �sci ezplosion, collapse �d undergrotmd hnzard shall be removed Coverage piuchased on a�lmms made form sh,all pmvide for crt � least a two (2) ye� exterxied reporting or discavery period if (a) the coverage changes from a clmms mcde form to m� xcurrence form, (b) there is c lapsek�scella�on of coverage, or ic) the svcceeding clmms made policy retroactive date is different for the e�piring policy. � b) gutomob le L� 'liitv insur�ice providing bodily injury, properiy d�nage aabd uninsurad vehicles coverage � with a cambined single limii of at lecrst $2,000,000 each occ�rance or clmm. This insur�sce shall cover all motor vehicles including hired cmd non-owned, �d mobile equipment if eacluded from coverage ux�der the general public � liab�ity insurcmce. c) Wor]�ers' Com�ensation instucmce covering Contractor's statutory liability tmder the workers' compensation laws of the state(s) �fected by this Agreement �sd Ernployers' Liability. If such insur�ice wi11 nflt covar the liab�ity of Contractor in states that require �ticipation in staie woriers' compenscition fiuui, Contractor shall comply with ti�s lawa of such states. If Contractor is self-ins�ed, evidence of state ..�.r. �,,..1 must be provided. Contrrsctor �d their insurers si�all endorse the required insiacusce policy(ies) to w�ve their riQht of s�r�o�aiion �inst Railroaci Contractor's ins�scm�ce shall be primcuy with respect to �y insuz�ce ccaried by Rmlroad The policies �eqwreci urader (� arsd (b) cbcve shail provide severability of interests �d si�ll ncmie Rmlroad a.s cm additior�al insured. Prior to commencing the Work Cantractor shall fuznish to Rmlroad cer�ficaie{s) of insura�ce evidencing the required rage and endorsements and upon requesL a certified duplicate original of mzy req�red policy. The certificate(s) shali :ontmn a provision tisat obligates #he irisurm�ce comp�y{ies) issuing such policy(ies) to notify Railroad in writing of o�ny ��encrl alteration including may change in the rehoactiv�e date in �y'clmms-made' policies or subsf�tial reduction of regate limits, if such limits appty, or mzy c�cellation at least thirty (30) days prior th+ereto. Ths ins��ce policy(ies) shall be written by a repu#able ins�ce comp�y(ies) acceptable to Rmlroad or with a �nt Best's Insurcmce Guide Rating of B�d Class VII or better, �d authorized to do business in the state(s) in which the Job �s located. Contracior WARRANTS that this a�reement has been thoroughly reviewed by Contractor's insur�ce nt(s)/broksr(s). wizo hav�e been instructed by Contrcsctor to procure the insur�ce caverage req�rired by this Agreemen� If Contractor fmLs to prociu�e �d mmntmn insur�ce as required, Rmlroad may elect to do so at the cost of Contractor. � The fact ti�at insutruice is obtmned by Contractor shall not be deemed to release or diminish the liability of Contractor, S�luding, without limitation, liability under the indemnity provisions of this Agreement D�nages rscwerable by R�lroad shall luaited by the �noimt of the required insur�ce coverage. � G`SFiARF.1IIdSURANCICROEINSN.E� Page 4 af 4 � E.�du'bit B-1 l�, ►�J ��, � 0 0 APPENDIX C STATE REVOLVING FUND (SRF) � REQUIREMENTS � 0 !� �� c 0 � :� x �{��. -.i•`-,r... �±N . . . � � APPENDIX C TWDB CONTRACT CONDITIONS � '� O �� r L�.l � � � �� PRIVITY OF CONTRACT. This contract is expected to be funded in part with funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. " DEFINITION. The term "TWDB" means the Executive Administrator of the Texas Water Development Board, or other person who may be at the time acting in the capacity or authorized to perform the functions of such Administrator, or the authorized representative thereof. FINAL PAYMENT. The retainage and its interest earnings, if any, shall not be paid to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on the contract work. REVIEW BY OWNER AND TWDB. (a) The Owner, authorized representatives and agents of the Owner, and the TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shaU not subject the state of Texas to any action for damages. FLOOD HAZARD INSURANCE This provision applies to any contract which will construct structures that are insurable under the National Flood Insurance Program of the Federal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurable structures that will be built under this contract. A copy of the completed application must be provided to the owner before commencing construction of the project. The Contractor shall obtain the flood hazard insurance as soon as possible and submit a copy of the policy to the Owner. ARCHEOLOGICAL D4SCOVERIES. No activity which may affect a State Archeolagical Landmark is authorized until the Owner has complied with the provisions of the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate agencies and irnpacts to known cultural or archeological deposits have been avoided or mitigated. However, the. Contractor may encounter unanticipated cultural or archeological deposits during construction. C1-1 � � �� ; "' � � � ,� � � ��. � � � �L! f� � � � If archeologicai sites or historic structures are discovered after construction operations are begun, the Contractor shall immediately cease operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). The Contractor shall iake reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate agencies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. ENDANGERED SPECIES. No activity is authorized that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with ihe ESA and applicable State statutes. These actions shall include reporting the encounter to the TWD6, the U.S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any necessary approvals or permits to enable the work to continue, or implement other mitigative actions. The Contractor shall not resume . construciion in the area of the encounter until authorized to do so by the Owne�. LAWS TO BE OBSERVED. �n the execution of the Contract, the Contractor must comply with all applicable Loca(, State and Federal laws, incfuding but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and comply with all Federal, State and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, the TWDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. HA7ARDOUS MATERIALS. Materials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifications. If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smefl to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazardous materials on sites owned or controlled by the Owner. C1-2 � Iw1 �� L1 ��i .� ''�� O � � .''� � L�J „i�. EQUAL EMPLOYMENT OPPORTUNITY During the performance of this contract, the Contractor agrees as follows: (1) The Cont�actor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, age, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are emp(oyed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and app(icants for employment, notices to be provided sefting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contrac#or, state that all qualified applicants will receive considerations for employment�without regard to race, color, religion, sex, age, handicap, or naiional origin. (3) The Contractor will send to each labor union or representative of workers with which he has a coliective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous p{aces availabfe to employees and applicants for employees. (4) The Contractor will comp{y with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in Employment Act af 1967,29 U.S. C.A. 621 (1985), Executive O�der 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulatians, and relsvant orders of the Secretary of Labor. (5) The Contractor wi11 furnish a(l information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Sec�etary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 196�, and such other sanctions may be imposed and remedies invested as provided in Executive Order 11246 of September 24, 1965, or C1-3 � �'jr by rule, regulation, or order of the Secretary of Labor, or as otnerwise provided by �� Law. (7) The Contractor will include the portion of the sentence immediately preceding paragraph 1, and the provisions of paragraph 1 through 7, in every subcontract or purchase order unless exempted by rules, regulations, or orders.of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase � order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a � subcontractor or vendor as a resuft of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the � interest of the United States. � (8) The Contractor will compfy with Executive Order 'f 1246 based on its implementation � of the Equa{ Opportunity Clause, specific affirmative action obligations required by j� the Standard Federal Equal Emp{oyment Opportunity Construction Contract �� Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform � throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor � to Contractor or from project to project for the sole purpose of ineeting the Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the � total hours of employment and training of minority and female utilization the Cvntractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the �' Federal Reaister in notice form, and such notices may be obtained from any office of federal contract compliance's programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to make � substantially uniform progress toward its goal in each craft during the period specified. � Whenever the Contractor, or any subcontractor at any tier, subcantracts a portion of the � work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals set for minority and fernale participation and which is set fiorth in the solicitations from which this contract resulted. ` [J � � C1-4 ■ w' [_�l .`,��. �; u � `�� 'i 0 � � S.R.F. 1. The Contractor shall complete the two attached Texas Water Development Board forms at time of contract execution. g� � � .� �'� � � � � �r :, �� ,I f�i � '� � � � � CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF %A2�a�r7 BEFfJRE ME, /�I �cµA�� .�k and qualified in and for the County of T 2r�A�� came and appeared GGi..� 7 G�Nti � �.v4. , i,�c. , the corporation's , a Notary Public duly commissioned in the State of Texas , as represented by �o�ti C�vi� �,//cr- I�ic�s�,��,�T , who declares he/she is authorized to represent ��r s Co�f-r ��N4. , iN �. pursuant to provisions of a resolution adopted by said corporation on the %�' day of D��. , 19,9�, (a dufy certified copy of such resolution is attached to and is hereby made a part of this document}. G��M� Co.yy , as the representative of Lo�<, <�J--r. � G.��,, i�� declares that �� ✓�s-� fE�rc. ,�N� assures the Texas Water Development Board that /`�Ai/.{ � 9' 0 C-�/Lo p � it will construct C�v-r�.�t-� r. �� r 7 project at �nT ��> �, Texas, irt VJ.JI7 / (3 accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. GNEN UNDER MY HAND and seal of office this /y day of D�GGrM 6L'� 199� AD ,��-- �'l,�f+.nec / `�r(� Printed Name My Commission expires o G— z'f zao f �,.►�"Y'''� MlCHAEL W PLUNK NOTARY PUBLIC �, � + State af Texas � a t�� Comm. Exp. 06-25-2001 , ,a C3-1 � r �� `f � 4 � r � � � ± �� a 1� � � � � �� _� �� CONTRACTOR'S ACT OF ASSURANCE RESOLUTION �C�G��rt LanlC� Name I hereby certify that it was RESOLVED by a quorum of the directors of the �ioNC ConlS?rC�GTlJ,�! s�K�' �IGI.�c�ErE,,2/�✓s. I��• , Name of Corporation meeting on the day of Dec. �I H , 19�, that GGiM� Go.�/c, , be, and hereby is authorized to act on behalf of /��' �N� fL�-_, i�� , Name of Corporation as its representative, in all business transactions conducted in the State of Texas, and; That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution,has not been rescinded or amended and is now in full forces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this /�f day of �� c. , 199 � Secretary (seat) C4-1 � L'�J t � � '� � � � � � 0 �� APPENDIX � GEOTECHNICAL REPORTS ( NOT USED ) �a City of Fort Worth, Texas n✓IJ' Ayar And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE �2�7�99 **C-17765 3000N � 1 of 2 SUBJECT AWARD OF CONTRACT TO LONG CONSTRUCTION & ENGINEERING, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 7, UNIT 1B RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Long Construction & Engineering, Inc. in the amount of $212,640.00 for Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1) Part 7, Unit 1B. DISCUSSION: On February 7, 1999 (M&C C-16611), the City Council authorized the City Manager to execute an engineering agreement with Baird, Hampton & Brown, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in the sanitary sewer Main 390 drainage area. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project consists of the replacement of the following sewer laterals: L-3455 L-3457 L-6473 "A" Beginning from a point located 100 feet south of the Lancaster Avenue/Conner Avenue intersection eastward 550 feet. Beginning from a point located 100 feet south of the Lancaster Avenue/Conner Avenue intersection westward 550 feet. From the Purington Avenue/Harwood Street intersection westward 260 feet. The proposed improvements consist of the replacement of approximate 1,300 linear feet of 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 8, Mapsco 78F. The project was advertised for bid August 26 and September 2, 1999. On September 30, 1999, the following bids were received: BIDDER Lona Construction & Enaineerina. Inc. Kebo Services, Inc. Circle "C" Construction, Inc. Mid-State Utilities, Inc. Whizcon Utilities, Inc. Texas-Sterling Construction, Inc. Conatser Construction, Inc. AMOUNT $212,640.00 222,258.75 227,575.00 249,352.00 261,397.00 261,803.00 295,398.00 TIME OF COMPLETION 70 Calendar Days J City of For� Wo�th, Texas �1►�c�yar �nd� C,aunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE �2�7�99� **C-17765 I 3000N I 2 of 2 SUBJECT AWARD OF CONTRACT TO LONG CONSTRUCTION & ENGINEERING, INC. FOR- MAIN 390 DRAINAGE Af2EA SANITARY SEWER SYSTEM R�HABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 7, UNIT 1 B In addition to the contract cost, $15,000.00 is required for,inspection and survey and $11,000.00 is provided for project contingencies. Long 'Construction & Engineering, Inc. is in compliance with the City's M%WBE Ordinance by committing to 20% M/V11BE participation. The City's goal on this project is 20%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appro�riated, of the Stat� Revolving Fund-Sewer. MG:j , \ � :� 0 �' `� � Submitted for�City Mauager's I FiJND I ACCOUNT I CENTER $_��ftice�by:: __F -. - ._. 6:� � (to'�_r...��,.�. _. ,.__ _, �� . Mike Groomer Originating D�partment He�d: A. Douglas Rademaker Additional Information' Contact: A. Douglas Rademaker 6140 6157 � (from) PE42 6157 541200 070420417570 0 AMOUNT CITY SECRETARY _ -$ _�-m- ---�--�-� z��- _ �. , . = s � APPROVED � " i, C�TY COUNCIL � � $212,640.00 �f i 1 0�� 7 1999 �� City Secaetar'9 of the City of Fort s?Vo�ti+, g��a� w