The URL can be used to link to this page

Home My WebLink About025605 - Construction-Related - Contract - William J. Schultz, Inc. dba Circle C Construction Company� ' II �� 1 �I� , . �;a'"N' ��;�;��',q�Y l� �. C�. ►�. F�� ' .� �f��'. .f.:y a Specifications " ' ��``4.'� ��'� � E & - • =, ' ��'�� '�'�s �' ►(7' .'��..- , t::;��'�C�r�� '"� Contract Documents �,.-, . .�, �� "_�.��"�%" �"��9�5 �r��y�'r for r'Y Sanitary Sewer Laterals 1629, 4805 & 7375 Rehabilitation (Main 161 & 221 Drainage Areas) Sewer Project No. Psss-o7osso1�4s�TY �ECRETARY; �" D.O.E. No. 2833 CONTRACT NO.�� i}�? in the City of Fort Worth, Texas Kenneth Barr Mayor Bob Terrell City Manager Hugo A. Malanga, P.E. Director of Transportation & Public Works Departmenf ^`�+ Lee C. Bradiey, Jr., P.E. � Director of Water Department � , A. Douglas Rademaker, P.E. Director of Engineering Department � �;i � � CITY OF FORT WORTH. TEXAS � i rm� i r� c�a�rr�,�rrr IU�DE 24 F\SSUI:IHIt�.INI._ cor�w�nrrc Q+c�r+ff�s Fo�r wo�, ra�s Fort Worth Wate r Department I� � ��OC�BI�� '[��C'� � �D�i ��CG��°' �;�� , c� ��P l� �"�� Garcia & Associates Engineering, Inc. '� ssso Mu+w�Tru+ e�w., sunE 3oa � fORT WORTH. TD(AS 76120 cein �+s-ieoo TRANSPORTATION • TRAFFlC • SURVEYING WATEWWASTEWATER • ENVIRONMENTAL 1 rl e S�tE �F r � ...... ��IS e • •� � '•.♦ ................................. RICHAqO R. LET .i .. S�, ........ 0 .� '� -� , a City of Fort Wo�th, Texas Commuriication DATE REFERENCE NUMBER LOG NAME PAGE 1/11 /00 **C-17819 30-29TH 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION COMPANY, FOR SANITARY SEWER LATERALS 1659, 4805 AND 7375 REHABILITATION (MAINS 161 AND 221 DRAINAGE AREAS) The project was advertised for bid November 4 and 11, 1999. On December 2, 1999, the following bids were received: BIDDER William J. Schultz, Inc. d/b/a Circle "C" Construction Companv Rhino Construction, Inc. Cleburne Utility Construction Company Conatser Construction, Inc. B&H Utilities, Inc. Jackson Construction, Inc. Whizcon Utilities, Inc. AMOUNT $246,031.00 259,540.50 266, 352.50 267,191.00 274,629.00 292,055.00 323,201.00 90 Calendar Days In addition to the contract cost, $13,000.00 is required for inspection and survey and $18,000.00 is provided for project contingencies. William J. Schultz, Inc., d/b/a Circle "C" Construction Company, is in compliance with the City's M/WBE Ordinance by committing to 16% M/WBE participation. The City's goal on this project is 16%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1, and the adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Sewer Capital Projects Fund. MG:j Submitted for City Manager's Of�ce by: Mike Groomer Originating Department Head: Mayor and Council I FUND I (to) I 1 &2) PS58 6140 I 2) PS58 2) PS58 ACCOUNT � CENTER � AMOUNT 472045 070580174970 $277,031.00 541200 070580174970 $264,031.00 531350 030580174970 $ 13,000.00 TIME OF COMPLETION CITY SECRETARY A. Douglas Rademaker 6157 �(from) � APPROVED 1/11/00 0 • ` . , M City of Fort Wo�th, Texas Mayo� and Council CommuniCation IDATE REFERENCE NUMBER LOG NAME PAGE 1/11 /00 **C-17819 30-29TH I 3 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION COMPANY, FOR SANITARY SEWER LATERALS 1659, 4805 AND 7375 REHABILITATION (MAINS 161 AND 221 DRAINAGE AREAS) I I 3j PS58 541200 070580174970 $246,031.00 I ORD. NO. 14058 Additional Information Contact: 1 PE45 538070 0709020 $277,031.00 A. Douglas Rademaker 6157 -. � w� City of Fort Wo�th, Texas Mayor and CounCil Commun.i�at ion � DATE REFERENCE NUMBER LOG NAME PAGE 1/11 /00 **C-17819 30-29TH 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION COMPANY, FOR SANITARY SEWER LATERALS 1659, 4805 AND 7375 REHABILITATION (MAINS 161 AND 221 DRAINAGE AREAS) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $277,031.00 from the Water & Sewer Operating Fund to the Sewer Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Project Fund in the amount of $277,031.00 from available funds; and 3. Authorize the City Manager to execute a contract with William J. Schultz, Inc., d/b/a Circle "C" Construction Company, in the amount of $246,031.00 for Sanitary Sewer Laterals 1659, 4805 and 7375 Rehabilitation (Mains 161 and 221 Drainage Areas). DISCUSSION: On March 24, 1998 (M&C C-16691), the City Council authorized the City Manager to execute an engineering agreement with Wade & Associates, Inc. to prepare plans and specifications for Laterals 1659, 4805 and 7375 Rehabilitation (Mains 161 and 221 drainage areas). The project consists of the replacement of the following sanitary sewer laterals: L-1629 Located in the alley between 29th Street and Loraine Street (from McCandless Avenue to Robinson Street); L-4805 Beginning from a point located 150 feet west of the NW 35th Street/Kearney Avenue intersection, easterly 350 feet; L-7375 Beginning from a point located 350 feet north of the 33rd StreeURock Island �treet intersection, westerly 900 feet. The proposed improvements consists of the replacement of approximately 2,900 linear feet of 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 2, Mapsco 47Y and Z, and 61 B and C. � � CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 1 to the Specifications & Contract Documents for � � � � � � � � �� Sanitary Sewer Laterals 1629, 4805 � 7375 Rehabilitation (Main 161 8� 221 Drain�ge Areas) Sewer Project No. PS58-070580174970 D.O.E. No. 2833 Bid Submittal Due Date: December 2, 1999 a(�, 1:30PM Addendum No. 1 Issued: November 4, 1999 Prospective Bidders are hereby notified of revisions noted below. SPECIFICATIONS 8 CONTRACT DOCUMENTS Due to Veterans Day being observed on Thursday, November 11, 1999 and considered a federal holiday, the second advertisement date has been changed to Wednesday, November 10, 1999. These date changes can be found in the following: PART A Notice To Bidders, Pg. A-NTB(1) Advertising Dates: November 4. 1999 November 10, 1999 Comprehensive Notice To Bidders, Pg. A-CNTB(2) Advertising Dates: November 4. 1999 November 10. 1999 Failure to acknowledge the receipt of this Addendum No. 1 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED: By: .��f�Z�,S�,`. Title: � � s � Address: � A. Douglas Rademaker, P.E. Director, Dept. of En i ering By: ��n 5 S�� Fo� Rick Trice, P. E. Manager, Consultant Services Telephone: ��a�G� �� [��G'D �.., r c�r�� r ��' ��'' ��. d ��, rSi f�,:'�^'��.Ir� M �2ti7 "!�'� I! � � �� I�L'"��u . ., i' �. -. - ti i � TABLE OF CONTENTS � � � � � � 1 ' 1 ' Part A Notice to Bidders Comprehensive Notice to Bidders Special Instructions to Bidders Part B Minority/Women Business Enterprise Policy Bid Proposal Part C General Conditions Part C1 Supplementary Conditions Part D Special Conditions Additional Special Conditions Part E Material Specifications Technical Specification for Manhole Joint Sealing Certificate of Insurance Contractor Compliance with Worker's Compensation Law Vendor Compliance to State Law Part F Performance Bond Payment Bond Maintenance Bond Part G Contract Standard Figures & Details Temporary Right of Entry Agreements � '��'G��:� �'��cJ °'� �; ��o ��`:; G�� '1 U`!°U7 rl�'�K��`'�� i�l��o 1 ' ' 1 ' , ' ' ' , ' ' 1 ' 1 ' � � � PART A ; � NOTICE TU BIDDERS � y . � COMPREHENSIVE NOTICE TO BIDDERS '' ; ' SPECfAL INSTRUCTl4NS TO'BIDDERS . �.. �a , s f� ,, ... �: ,�� - �� z: '�'��COC�d ��ba�@ ., �P� �'�� ,r��(�P ��'' a llJl:� l�ua � Sealed proposals for the following: PART A NOTICE TO BIDDERS FOR: SANITARY SEWER LATERALS 1629, 4805 & 7375 REHABILITATION � (MAIN 161 & 221 DRAINAGE AREAS) SEWER PROJECT No. PS58-070580174970 D.O.E. No. 2833 � SANITARY SEWER LATERALS 1629, 4805 & 7375 REHABILITATION: � 2615 LF OF 8-INCH SANITARY SEWER PIPE BY OPEN CUT, 261 LF OF 6-INCH TO 8-INCH SANITARY SEWER BY PIPE ENLARGEMENT METHOD, 12 SANITARY SEWER MANHOLES, PLUS ALL RELATED APPURTENANCES Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the � Purchasing Office until 1:30 p.m., Thursday, December 2, 1999 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained in the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. A fifty dollar ($50) deposit is required for the first set of documents and � additional sets may be purchased on a non-refundable basis for fifty dollars ($50) for each set. These documents contain additional information for prospective bidders. � A pre-bid conference will not be required for this project. �` Bidders shall not separate, detach or remove any portion, segment or sheets from the contract � document at any time. Bidders must submit the complete specification book or risk rejection of bid. � For additional information, please contact Mr. Mike Domenech, P.E., Project Manager, City of Fort Worth Department of Engineering at 817/332-5474 ext. 39 or Mr. Chris Brooks, P.E., Wade & Associates, Inc. at 817/335-2879. �1 Advertising Dates: �I November 4, 1999 C ' � , November 11, 1999 Fort Worth, Texas ��I��L� ��lS U:j��l;. J °i� A-NTB(1) �� r U; ° �,U �i� ��'�G'��I� � wo PART A COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: SANITARY SEWER LATERALS 1629, 4805 & 7375 REHABILITATION � (MAIN 161 & 221 DRAINAGE AREAS) SEWER PROJECT No. PS58-070580174970 D.O.E. No. 2833 � � Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m., Thursday, December 2. 1999 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be � obtained in the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. One set of documents will be provided to prospective bidder for a deposit of fifty � dollars ($50). All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance no. 7400 (Fort Worth City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the employment practices. A pre-bid conference will not be required for this project. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. � The ma'or work will con i � s st of the following: � � SANITARY SEWER LATERALS 1629, 4805 & 7375 REHABILITATION: 2615 LF OF 8-INCH SANITARY SEWER PIPE BY OPEN CUT, 261 LF OF 6-INCH TO 8-INCH SANITARY SEWER BY PIPE ENLARGEMENT METHOD, 12 SANITARY SEWER MANHOLES, PLUS ALL OTHER RELATED APPURTENANCES � Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AWARD OF � CONTRACT: No bid may be withdrawn until the expiration of sixty (60) days from the date bids are opened. The award of contract, if made, will be within sixty (60) days after the opening of bids, but in no case will the " award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. � Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda � may be obtained be contacting the Department of Engineering at (817) 871-7910. ' � � Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specification book or face rejection of the bid as non-responsive. ��GOc��f� �'C��G�D A-CNTB(1) �:;UU U ��° U,.�LSIInIGl�U G�, � �' V`�:'�G� � ��i �o � �� -� Any contract awarded under this Comprehensive Notice to Bidders, is expected to be funded, in part, by a loan from the Texas Water Development Board. This contract is contingent upon release of 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 Comprehensive Notice to Bidders, or a resulting contract. In accordance with the City of Fort Worth, Ordinance No. 13471 and, as amended by, Ordinance No. � 13781, the City of Fort Worth has goals fo� the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. In order for a bid to be considered responsive, the bidder shall submit �, the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH ri� EFFORT FORM ( Documentation ) as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a � receipt from the appropriate employee of the contracting department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. SUBMISSION OF BID AND AWARD OF CONTRACT This document is designed as one (1) single contract document and shall be awarded as such. Award of contract, if made, shall be to the responsive low bidder. The contractor shall comply with the City's M/WBE Ordinance on this project, which is located in Part B of these documents. PART A COMPREHENSIVE NOTICE TO BIDDERS The managing Department for this project is Department of Engineering. � � � � � For additional information concerning this project, please contact Mr. Mike Domenech, P.E., Project Manager, City of Fort Worth Department of Engineering at 817/332-5474 ext. 39 or Mr. Chris Brooks, P.E., Wade & Associates, Inc. at 817/335-2879. BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY � 1 Advertising Dates: November 4, 1999 November 11, 1999 Fort Worth, Texas B: (on 5�� y � Rick Trice, P.E. Manager, Dep rtment of Engineering, Consultant Services A-CNTB(2) [�/�(�(� j�Q f/ ��I��D��G�_� ��r''viGe,� V� U U l:'l:'u G�l71YNU� Y f�o ��'�'ti �� i�� PART A SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT PROJECTS) 1. PREQUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be pre-qualified by the Fort Worth Water Department prior to submitting bids. This pre- qualification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. (1) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. � (2) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature � and technical level as that of the project for which bids are to be received. �'" (3) The Director of the Water Department shall be the sole judge as to the acceptability for � financial qualification to bid on any Fort Worth Water Department project. (4) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. (5) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. � (6) Any proposals submitted by a non pre-qualified bidder shall be returned unopened, and � if inadvertently opened, shall not be considered. (7) 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 of the project on which bids are to be received. Failure to notify shall not be a waiver of any /i; necessary pre-qualification. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of �'1' Fort Worth in an amount of not less than five percent (5%) of the largest possible total of the � bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the � surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be 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. � C' A-SITB(1) L��U GU�'� �, ['`=��G'v��:�l�l �� c� � ��v c��c1�� r�o � � c�� o �. PART A SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT PROJECTS) 3. BONDS: A Performance bond, a payment bond, and a maintenance bond each for one hundred percent (100%) of the contract price will be required, Reference C3-3.7. �; 4. WAGE RATES: 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. 5. AMBIGUITY: In the case of ambiguity or lack of cfearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. � 7. NONRESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statutes, the Ciry � of Fort Worth will not award this contract to a nonresident bidder unless the nonresidenYs bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the � same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. � "Nonresident bidder" means a bidder whose principal place of business is not in the ' State of Texas, but excludes a contractor whose ultimate parent company or majority w owner has its principal place 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 will automatically disqualify that bidder. � 8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the OWNER. � 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents, employees, program participants or subcontractors, while engaged in performing this � contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational �! qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. C , A-SITB(2) ��;'U'U'U'L �%r°�!� G�iSrG�v�U,.�L�' '.�.�. ��u c��':; G��u°?'J �� I�'�G�o ��wo � PART A SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT PROJECTS) Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parry or subcontractor and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 �� ("ADA"), Contractor warrants that it, any and all of its subcontractors will not unlawfully �• discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of, Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its � subcontractor's alleged failure to comply with the above-referenced Policy concerning disability discrimination in the performance of this agreement. � 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of Fort Worth Ordinance No. 13471 and, as amended by, Ordinance No. 13781, the City of Fort Worth has goals for the participation of minority business enterprises and women business �' enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the � City Secretary. In order for a bid to be considered responsive the bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD "�' FAITH EFFORT FORM ("Documentation"), as appropriate. The Documentation must be �„j received no later than 5:00 p.m., Five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to �� whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. �..! Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women ' Business Enterprise (WBE) on the contract and payment 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 irrespons�ble and barred from participating � in City work for a period of time of not less than three (3) years. � � Revised 9/4/97 A-SITB(3) 4� 0 L"V�i�IJ'��:� U'�L�'��:;�u,:�L;' ��'��G[�L�,� �� r'��le �� o �i 1 1 ' l__I 1 ' ' ' ' 1 1 1 1 1 1 1 � r: : _ � PART B ' � � �' �MIN4RITY/WOMEN BUSINESS��'�ENTERPRISE�POLICY � ! BID PROPOSAL i � ��DI�� '��'�'�; �� "��G��.��;� U'uo UU'��U�tl` UlSvvT� � �. � ' �� c� V�� c�t� of Fort wo�tn Minority and Women usiness Enterpr'. QS�aif�ations � �d�IPd -E�":�,, , ,,--,.� MBE/WBE UTILIZATLQ �� r» C �� ,�� - � —�� 12 s� ATTACHMENT 1A Page 1 of 2 PRiME COMpANY NAM�jE j] (�/� ''7 BID DA(TJE ^ '7 h /\ ' �JJ . � %�� l�iiCM S / l[+� 1 • O V 1 � � � / S � � J J ^' U / L� J !3 C_) / / (l C� / (�� "v •.l i . � �� t ECT i� � a � ^ PROJECT NUMBER ��{ �J��M I E, � r�a� .'trN�� '" 'S M/WBE PROJECT GOAL: / � ` �� , � M/WBE PERCENTAGE ACHIEVED: � l � + � , /!;> � J � failure to complete th�s form, in its entirety with supporting documentation, and received by the Managing epartment on or before 5:00 _p.m. five (5) �City business days after bid opening, exclusive of bid opening. date, will � sult in�the bid being 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 and/or k�owing _ isrepresentation 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. � � � � o n C'�n s:�� . �� - ----��r _f�' _�� 3 .� � PiV/ ' t� 5(� 3`S'. c�e s�.,to „P d ��.�.�� sa 3 � �e�� Specify All Contracting Scope of Work (•) U �' � � O � • V x�Z �' /j'� a.�( u� � N�`�' q �aCJdr � �� r;G /1�,��-/rc�t�"�C- .5'f� 16 � r � �, � v '� .ni a�� ic0 N ��-Q-�'�' 9 Specify Ail Items to be Suppiied(•) 5qn� �` � 5 � N�� y S� � � O G/� � � �� Dollar Amount � 2�: u � N f" � �" / `�, �6� � �/ ��- I l- �� MlWBEa must be Iocated in the 9(nlne) county marketplace or curt+enU,y doing buslness in tfie marketplace at the dma of bld. Specify all areas In which MWBE'a are to be utiltzed and/or ftsms to be suppiied: � A complete ilstlng of Items to be suppiled ts requlred In order to recefve credk toward the AAIWBE goal. � IderttJfy each Tler tevel. Tler. Means the 1¢vel of subcontracdng betow the p�ime contractodconsuttant, I.e., a direct payment from the prime contractor to a subcontractor Is considered 1"tle�, a paymertt by a subcorttractor to ks supplier Is consldared 2"° tler. %'?� ��i.� ��'• il �L'Ir�i� ij � �"' i�al �;� U �. d'1 '�i,�__. G, rt: �>'..�: r.-�. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY b:00 p.m., FIVE (5) CiTY(��1�.6'�'��AF fER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE � ( (�!� �7 ?�o �UVI��'��Wp Ui�;:�� Rev.6/?l98 '9 ci of Fort Worth Minority and Women �usiness Enterprise Specifications MBE/WBE UTILIZATION ompany Name, Contact Name, Address, and Telephone No. I� cb �r �o� v� � �OS s' y l�r. � �, �.X 7�/� ti �l�-yfi3-��ba 3 �. ,._..._.. ... . ---- --�--- . ..__ - � -- � ATTACHMENT � � Page 2 of - Cert(fled . '—� , .. �� . Specify 1LII Contracting Specify All Items to be Dollar Nmou�t . U �� Scope of Work (•1 Supplied(') ,�_ � �a . • z � v�i r�- �� G� i-� � l.� �, /'J �t�1.� � 4� J��D �'i� .. : bidder further agrees to provide, directly to the City upon request, compfete artd accurate information regarding � iai work performed by a!! subcontractors, including MBE(s) and/or WBE(s) amangements submitted with this bid. �" �,_ bidder also agrees to ailow an audit and/or examination of any books, records and files held by their company t wiil substantiate the actual work perfortned by the MBE(s) and/or WBE(s) on this contract, by an authorized °� �. e r o r e m p l o y e e o f t h e C i t y. A n y in ten tiona l an d/or knowing misrepresentation of facts wili be grounds for -= �inating the co�tract or debarment from City work for a period of not less than three (3) years and for initiating ' ion under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and � �ates a materiat breach of contract may resutt in a detertnination of an inesponsible offeror and barred from , ` icipating irt City work for a period of time not less than one (1j year. � ' % Es UST BE CERTIFIED BY THE CITY BEFORE CONTRACT WARD , A� B s and �C.� l'%1 � ` � C-�'�C�� GZrv/ J• Sc �u ��. �on ed S�gn ure , �] [ Printed Signatu�e j�i(.t.� �►'-�.al.�(. O!-a�vl�f` � I �. � � ; � � /r �, mp y Na e Yv �� a r� % �� Gf/ d i �/State2ip Code �c� n �i� c�.�-�`; �n �� _3a� �� i�//a Contact Name and Title (if different) Telephone Number (s) g� � - a9 �- � �� --� Fax Number �i�-�93� /9s� Date � � �, � �. 'L'�� '!v � r?i � 1�'��r�(( (�liCa � .; _ � c i�:� ��: �: 6' �� r �' � jI� : rr� �I�II �� C�L� I��L7,4\,�' . THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY b:00 p.m., FIVE (5) CI—Y �i�k,t+l�&�;D�,��4AF—ER BID_,l:��. OPENING, EXCWSIVE OF THE BID OPENING DATE � l�: U"':='�;; I'' ;' �;!c' :.� ��,r, `;;�. v .. ,_'Is� L J� �J '�' ' R� • Rev. 6/?1=$ ;:� ; �, ✓,. PART B PROPOSAL w �' � TO: Mr. Robert Terrell City Manager Fort Worth, Texas FOR: Sanitary Sewer Laterals 1629, 4805 & 7375 Rehabilitation (Main 161 & 221 Drainage Areas) Sewer Project No. PS58-070580174970, D.O.E. No. 2833 Pursuant to the foregoing "NOTICE TO BIDDERS", the undersigned has thoroughly examined the plans, specifications and contract documents and the site, understands the amount of work to be done and hereby proposes to do all the work, furnish all the labor, equipment and materials to fully complete all the work as provided in the plans, specifications and contract documents and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish a Performance Bond, a Maintenance Bond and a Payment Bond, approved by the City of Fort Worth, for performing and completing the sewer construction work within the time specified for the following sum, to wit: Sanitary Sewer Laterals 1629, 4805 & 7375 Rehabilitation ITEM G1TY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL NO. WRITTEN IN WORDS COST 1. 470 LF 2. 30 LF 3. 2515 LF 4. 100 LF 5. 261 LF 6. 25 LF 4-Inch PVC Sanitary Sewer Pipe (Service Lines)� ,�� i� � Dollars a[td ,->-.T�� ents per Linear Foot 6-Inch PVC Sanitary Sewer Pipe (Service Lines)* , -0� ,� Dollars and J�) Cents per Linear Foot 8-Inch PVC Sanitary Sewer Pipe (All Depths)` _��2 �,. ��2-ca' Dollars and —�-��J Cents per Linear Foot 8-Inch Ductile Iron Sanitary Sewer Pipe (All Depths) a�,� �� -� Dollars a ��-._'„ Cents per Linear Foot 6-Inch to 8-Inch Sanitary Sewer By Pipe Enlargement Metho " �, � � it-��, � _zc� Dollars a �� Cents per Linear Foot Sag Adjustment Point Repair for Pipe Enlargement > �'r'� ��-nc�zz2� ��n G�Dollars and �-�-_-� Cents p�klLinear Foot �&" Contractor must complete City Approved Product and Method Form on Page B-4. � �� aa $ � � $ /3/�0 OU $ �o � `, $ 9c�o $ �� oa �U $ ys- on $ �/lo G U $ /� S". oU $ �O Syo O (J $ L�� 'j' (_? ��i i � ��➢`/ - � '� $ 3/.�s l�''lr�� °,s �'l�(��,�J pl Page B-1 I�„1' U� �i�h�-G�S'�i�v`�,U n�; ��!:.ii;Ci � ;�rr'19 ��;�, ±��d>�G�,� l:lsi�� PART B PROPOSAL ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST UNIT COST TOTAL NO. WRITTEN IN WORDS COST 7. 67 EA 4-Inch PVC Sanitary Sewer Service Tap �e �„rl�+kr/ T�� Dollars and -r�� Cents per Each 8. 9 EA Standard 4' �/Diameter San/itary Sewer Manhole (0 - 6') LA'>'K �h_�D-�v7Ci.-v�-DC�. _ ,��r. � �-,-, �L�� G� Dollars and --�-�� Cents per Each 9. 24 VF Added Depth for Standard 4' Diameter Sanitary Sewer Manhole > 6' . rzc-.-�� Dollars and --rj �� Cents per Vertical Foot 10. 3 EA Standard 4' Diamete Drop Sanitary Sewer Manhole (0 - 6') ��z� ./��,��. �� _ p,[,�^� � , , ,�tiu� Dollars and v ��-r � Cents per Each 11. 9 VF Added Depth for Standard 4' Diameter Drop Sanitary Sewer M�nhole > 6' cv>2� /z�«�/�e-c��,c r�� Dollars and �� vC.� ents,p Vertical Foot 12. 12 EA Vacuum Test Sanitary Sewer Manhole � �r� :5�a ��G� ��.�i=' Dollars and �-,-,�� nts per Each 13. 11 EA Concrete Collar for Sanitary Sewer Manhole �Lr��zc<�u�n-�-� ��i Dollars and �r�-t_� ` G�ents per Each 14. 12 EA Watertight Insert for Sanitary Sewer Manhole (Polyethyle e) ,� �-�- � �.� �,�j Dollars and ,�-�-i� l �ehts per Each 15. 9 EA Remove Existing Sanitary Sewer Manhole ��/zt` �r zr7i��rX� Dollars and U � �'r-�_Cents per Each 16. 2690 LF Trench Safety System for Excavations > 5' Depth �� ''-"� Dollars and ,-Y�--C> Cents per Linear Foot 17. 1128 LF Permanent Asphalt Pavement Repair (Figure 4) , ��t�� ,f_.�� Dollars and ��z.il Cents per Linear Foot 18. 37 LF Permanent Concrete Pavement Repair (Figure 1) .17.c� G� Dollars and �� Cents per Linear Foot �r3 $ .�� cr $ /,�� ?,^ n�C7 $ %L� �� $ /�� Ci nL � $ /� 7s�o O�J $ /0�3�� v0 $�� /� � oG $ ,s "�bd p C1 C� �J $ /,_� c' $ /j S O pG $�ZS O oG �3��d � c� $ �J�D o �i $�'� �' �� $ �v � $ � n O v� $J� � _n C� $ �O's_ p CJ $� 7,�� C�C� $ /�D d o G $ ��oo OQ $�� OU �3�09� $ ,� y�,S� ° o Page B-2 ��iU U !J�.`^,�(rt�S ��6��It�l"i' �� G��.� �� M��G��M� �� z � � � � � �., � PART B PROPOSAL ITEM QTY. UNIT DESCRIPTION OF ITEM WITH UNIT COST NO. WRITTEN IN WORDS 19. 57 LF Concrete Curb and Gutter Replacement _�fi. �� Y v� O.l. f., �� Dollars and ,�-,� �� ents per Linear Foot 20. 38 SY 6-Inch Concrete Driveway Replacement _-� z-�� .�i��-f Dollars and �.,,, i`' Cents per Square Yard 21. 1530 LF Hydromulch Seeding �� Dollars and , rz,i 9 Cents per Linear Foot 22. 261 LF Pre-construction Cleaning and T.V. Inspection of Existing Sanitary S�eJ^'er, Pipe ` �%�---r pollars and L� �-�,r y Cents per Linear Foot 23. 2876 LF Post-construction T.V. Inspection of New Sanitary Sewer Pipe , �� Dollars and �n-r>> Cents per Linear Foot 24. 105 LF 4" Ductile Iron SS Pipe (Service Lines) ��zw�/ �v'- Dollars and �»�t��Cents per Linear Foot 25. 84 LF Solid Sodding ��Y Dollars andL �--�> Cents per Linear Foot 26. 200 SY 4" Topsoil � � Dollars and � �-�-C� Cents per Square Yard 27. 2 EA Reinstatement of Sanitary Sewer Service (Pipe En�ar�ment) f ��a'tut�-,s�.��l�*-� Dollars and ,.�� ` `Oeiits per Each 28. .5 TN Carst� Iron FiAtti% gs (Sanitary Sewers) ._CL�v-C� ---C�'��lrt-O Q, r, �' ��-C ��-,�l u�/'� Dollars �fid _�� Cents per Ton 29. 22 SY 7-Inch Concrete Valley Gutter R2placement � Dollars ar�(d �.-G� Cents per Square Yard 30. 7 VF Sanita Sew r Manho,� Interior Co tin for Corrosion Protection �� u-� �--��-�' � 9 •,��i� Dollars and �� rn-r� Cents per Vertical Foot TOTAL AMOUNT OF BID - $ �y�D�� UNIT COST <_7l_) $ �,� O � $ � �5 c� v $ � . n c� $�j 3 O C) $ TOTAL COST C�� $ /S" �y'G � CJ $�� GO $ �/S �� $��S�O (� l�C� $ d �� l $ 3�' `� � $399� 6 � _ � �> $ 5 $ �ad �� $ vr � c) O'J $ ��s"o O� � $/�OD � � $ /3�d O(7 Q� $�SO� $ ��> C1 n0 $ S� � cG $ // Z>4 �� $ ,,� S"o d U $ / � -5-� Page B-3 ��I�� '_!� Pc�!�'G��j �l„i' ��! �r i� �! a� c�.�7 �: � u �� .�� o ��o � �:��r�u� ��i.��iJ�o PART B PROPOSAL CITY APPROVED PRODUCT & METHOD FOR *&*` "Contractor shall select the type of pipe to be used. Standard Specification No. Diameter (in.) E1-31 4 through 30 E1-25 4 through 15 E1-27 4 through 15 E1-28 18 through 27 E-100-2 18 through 48 Consult with City of Fort Worth "Standard Product LisY' to obtain the GenericlTrade name and manufacturer for the pipes listed above. "*Contractor shall select pipe enlargement method to be used and provide name of subcontractor, if applicable, for installation. �/ PIM Method Name of Subcontractor, if Applicable T.R.S. System McConnell Method Expanded System Name of Subcontractor, if Applicable Name of Subcontractor, if Applicable Name of Subcontractor, if Applicable Note: Only Tee Service Connections Wiil Be Allowed. Failure to provide the information required above may result in a rejection of the bid as being "Non-responsive". Only products listed above will be allowed for use in this project. Any substitutions shall result in a rejection of the bid as being "Non-responsive". ��U��G�I�::� �'�CuG?D 1 Page B-4 ��-�� ((`�! r� ��"� . , C � v �'�� M •' ��`�r`�UUp V��f a �� _., � � � PART B PROPOSAL Within ten (10) days of notification from 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 Documents, for the faithfui performance of the Contract. The attached bid surety, in the amount of 5% of the total amount bid, is to become the property of the City of Fort Worth, Texas, in the event the contract and bond, or bonds, are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused, thereby. The undersigned bidder, certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any � labor organization, subcontractors, or employment agency, in either furnishing or referring employee applicants to the undersigned, are not discriminated against as prohibited by terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction 10 calendar days after issue of the work order, and to complete construction within 90 calendar days as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable) .�� [] A. The principal place of business of our company is in the State of [] Non-resident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. [] Non-resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. [c�-�. The principal place of business of our company, our parent company, or majority owner, is in the State of Texas. Receipt is acknowledged of the following Addenda: Addendum No. 1 Addendum No. 2 Addendum No. 3 (SEAL) If Bidder is a Corporation Respectfull Submitted, �%/�"o.�� % S��zf /�� c��c C,j�� P � �L�/�Sfr�.Cfip /� By: G /�l� �,m � � S��C J Title: / i� S Address: �� .�j O,z' �� Y�. �� l �o� �.�, TX��s ��i /a� � Telephone No. �� 9-� ��_� � � '�'�� OG�� '��'� �@ Page B-5 �vU�U� C'�LS��^U;�LSWt�IU�lI ...._��,o �.�'�'�i`':��y �i�u�o � ' ' 1 � ' ', LJ , ' ' 1 ' J 0 0 :;�C�C��OI�d ��CuG�D �� p �� ; G?�G�� '�F�� V'�� a ��o L � � NOTE: The following revisions to Item C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS shall replace, to its entirety, that which is currently shown on Pages C6-6 (8) to C6-6 (10) herein. ' C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ' Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees ' to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees tor invitees, whether or not anv such iniurv, damaae or death is caused. in whole or in part. bv the nealiaence or alleaed nealiaence of Owner, its officers. servants, or emalovees. 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 properry the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damaqe is caused in whole or in part bv ' the nealiqence or alleaed nealiaence of Owner, its officers, servants or emplovees. � 1 ' 1 1 1 1 ' ' 1 � In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City �Contract. �1��0�Bl�d ��Q� ��"ll ��'�Q ° °b �a �JG `l�N�, ��o PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS 0 � L � � �. � � � � � Cl-1 Cl-l.l C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-I..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 Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bond Contract Plans City City Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor Sureties The Work or Project - Working -Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street Cl-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 Cl-1 C1-1 Cl-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) t6) C2-2 INTERPRETATZON 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. Bid Security C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 t3) , . ^ ;.� � r_ .: � ,� - �,��co�co�d ��,��_��;� _ «� „ ��-��`'V' �� G�C��G' ��; T � � - ��'� �^� i;_��F �C��^�o � C2-2.7 C2-2.8 C2-2.9 C2-2.10 C2-2.11 C2-2.12 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 Delivery of Proposal Withdrawing Proposals Telegraphic Modification of Proposals Public Opening of Proposal Irregular Proposals . Disqualification of Bidders� 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 CS-5 CONTROL OF WORK AND MATERIALS CS-5.1 Authority of Engineer C5-5.2 Conformity with Plans C5-5.3 Coordination of Contract Documents CS-5.4 Cooperation of Contractor CS-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 CS-5.11 Substitute Materials or Equipment C5-5.12 Samples and Tests of Materials CS-5.13 Storage of Materials CS-5.14 Existing Structures and Utilities C5-5.15 Interruption of Service CS-5.16 Mutual Responsibility of Contractors CS-5.17 Cleanup CS-5.18 Final Inspection 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 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 CS-5 Work C5-5 C5-5 C5-5 CS-5 CS-5 CS-5 C5-5 C5-5 CS-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (S) (9) (2) � -,_ � L � � �, �r � C� � C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.Z4 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 Pro�esses 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 f or•Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Sublettirg Assignme�.t of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment Work Schedule Time of Commencement and Completion Extension of time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND FAYMENT Measurement of Quantities Unit Prices ��,' ( 3 ) 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) C6-6 (6) C6-6 (8) C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 (11) C5-6 (11) C6-6 (11) C6-6 (12) C6-6 (12) C6-6 (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) t2) (2) (3) (4) (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) ��C�� 'G''v'J�(�p1 � ��'' ��G'C��G?�� Uo VUI�I�:��W� �l5✓1. 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 cs—a.i2 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 (4) cs—s cl� 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) ca—s cs� u C1-1.3 NOTICE TO BIDDERS: Al1 of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. 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 done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by th�e 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 Conditions precedence there may be a conflict between the General and Special Conditions, the latter shall take and shall govern. C1-1.7 SPECZAL CONDITIONS: Special condi-tions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-I.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. C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and C1-1 (2) � � � � � ' SECTION C1-1 DEFINITIONS PART C - GENERAL CONDITIONS C1-1 DEFINITIONS C1-l.l DEFINITIONS OF TERMS: Whenever in these Contract � Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: ' C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and ' performance of the contract. These are contained in the General Contract Documents and the Special Contract Documents. ' � i1 ' � 1 � 1 1 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 E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS � above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PP.RT G - CONTRACT (Advertisement) Same as PART H- PLANS (Usually bound separately) ' , . ci—i ci� � ,v�;�,; �,��G,� G,�� D \: li 11 V C�iS'u PJLS IIWU�:`U !' l�o UU\%'!�(;'�� o C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referr ed to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTORt 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 autho rized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory 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: in and covered by the Contract limited to the furnishing of equipment, and incidentals nec and serviceable project. The completed work contemplated Documents, including but not all labor, materials, tools, essary to produce a completed 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 (7) hours between 7:00 a.m, and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL prescribed by observance by HOLIDAYS: Lega 1 holidays shall be observed as the City Council of the City of Fort Worth for City employees as follows: . C1-1 (4) i 1 faithful performance of the contract and include the ' following: � 'J ' ' ' ' ' a. Performance Bond b. Payment Bond (see c. Maintenance Bond d. Proposal or Bid to Bidders, Part (see paragraph C3-3.7) paragraph C3-3.7) (see paragraph C3-3.7) Secur ity (see Special Instructions 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 clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal ' corporation, authorized and chartered under the Texas State Statutes, acting�by and through its governing body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of � Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. J 1 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. r C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized ' representative. ' � < c�—� c 3 � ��,6�I�O;��G�� Gc'C�C�J�'c� - - ��' ��'C�1Q� '�� J�:'�!�� . 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. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. _ 5. Any combination of the above. .:�. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved st�eet, 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: parallel lines two ( 4' ) feet back of exists. The roadway is defined as the area between (2') feet back of the curb lines or four the average edge of pavement where no curb C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) � i � ' ' � , ' ,� � � t � � ' � 1. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day January 1 M. L. King, Jr. Birthday Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November Thanksgiving Friday Fourth Friday in November Christmas Day December 25 Such other days in lieu of holidays as the City Council may determine When one of the above named ho lidays or a special holiday is declared by the City Council, f alls on Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD State Highway Transportation Officials ASCE - American Society of Civil Engineers LAW - In Accordance With ASTM - American Society of Testing Materials AWWA - American Water Works Association ASA - American Standards Association HI - Hydraulic Institute Asph. Ave. Blvd. CI CL GI Lin. lb. MH Max. - Asphalt - Avenue - Boulevard - Cast Iron - Center Line - Galvanized Iron - Linear or Lineal - Pound - Manhole - Maximum ci—i cs� 1 - Million Gallons Per Day CFS - Cubic Foot per Second Min. - Minimum Mono.- Monolithic $ - Percentum R - Radius I.D. - Inside Diameter O.D. - Outside Diameter Elev.- Elevation F - Fahrenheit C - Centigrade In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard SY - Square Yard L.F. - Linear Foot D.I. - Ductile Iron � ��a� �1�� uG�� : �� G�[�?� �� uG'�lo �. �, i_ � P�� forms or other parts of the Contract Documents will be considered as approximate only and will be used for the � purpose of comparing bids on a uniform basis. Payment will be :-aade to the Contractor for only the actual quantities of work per£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 , invalida.ting the unit prices bid or any other requirements of the Contract Documents. "� C2-2.3 EXAMZNATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: � Bidders are advised that the Contract Documents on f ile wit�h � the Owner shall constitute a]�l�of the information which the Owner will furnish. All additional information and data which � the owner will supply after promulgation of the formal ° contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just � as though such addenda were act�ually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read ", and become familiar with the Contract Documents, to visi,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 encoun tered during the construction of the project. They must judge for themselves the � difficulties of the work at�d 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 '"w 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 b�sed. It is mutually agreed that the submission of a proposal zs prima-facie evidence that the bidder has made the investic�ations, examinations and tests '"� herein required. Claims for i additional compensation due to ,,r� 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 nlay not be correct. Neither the C2-2(2) P:, � � � � ' � � 1 ' 1 �' ' ' � � � � � SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal.form, which will contain an itemized list of the items of work to be done or materials to b.e furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed,-provide a space for f urnishinq 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 f inancial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and not more than one tl) 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 �e 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. 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 c a— z c i� .. U�(�B� �l�d ��[�C�G�rD . ��' �C��( f�o �'�uG'�f�o �[�. a ` �, C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered � unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the u'j� official place of business as set forth in the "Notice to �"� Bidders." It is the Bidder's s ole 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. � d 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 for opening proposals. A reques t for non-consideration of a � proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for � non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed ma , at the option of the Owner, be returned „� unopened. � C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time � prior to the time set for opening proposals, provided such � telegraphic communication is received by the City Manager prior to the said,proposal opening time, and provided further, � that the City Manager is satisf ied that a written and duly authenticated confirmation of s uch telegraphic communication over the signature of the bidder was mailed prior to the ,� proposal openinq time. If suc h 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 .� properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by � the City Manager or his 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 in vited to be present for the � opening of bids. _ C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as � being "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized � alternate bids, or irregularities of any kind. However, the C2-2(4) � � � � ' 1 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 sha11 state the prices, written in ink in both words and numerals, for which he proposes�to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an�individual, his or her name 1 must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be ' given, and the proposal must�be signed by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or ' corporation, the company or corporate name and business address :nust be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power of Attorney_authorizing agents or others to sign `' proposal must be properly certified and must be in writing and submitted with the proposal. 1 � ' � � 1 1 CZ-2.5 REJECTION.OF PROPOSAL S: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a"Proposal Security" of the character and iri the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. � :. ; C2-2(3) �::.: �� '� V�':� �'��G�`��C� �� C1�Uf ��'� G��`� [�, �� `.'�I�� L��o , � 1 � Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. � C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: ' � ' � ,� ' 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 wo"rk contemplated. c. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work �f awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. 2. �� 3. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. A current e xperience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the � Engineer, is disqualified under the requirements stated � herein, shall be set aside and not opened. ' 1 c2—Zcs� � '��(�0�0�� -'��}�D � ��'� ��[�� G��Gc?`� �o UUC/G'�IIUB �IS/!Uo The Contractor shall post the required notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within f orty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The .Owner reserves the right �o withholdfinal action on the proposals for a reasonable time, not to exceed forty-f ive ( 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.the proposals which, in its judgment, would not be considered for the award. All other proposaZ securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and suf f icient performance bond in an amount �ot less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against darnage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) � ' ' ' PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTZON OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of�the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. ' The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost t of the completed project will be considered as the amount of the bid. � � Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. C3-3.2 MINORITY SUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS � ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) � and or a a Woman-owned Business Enterprise (WBE) on the � contract and the payment therefor. Contractor further 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 t 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 Contrac tor at Owner's discretion for � bidding on future Contracts with the Owner for a period of time of not less than six (6) months. � C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. ' 1 � C3-3 (1) L��I � ��I I!',� IL'7��1��r1'�� UJC��=_��. p-��,�a�L � U�'�f � G�'� G,��?�� (�o �r ��► �'i��e l?[�o new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. � C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the °-� Owner has by appropriate resol�ution, or otherwise, awarded the p contract�, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required�in the Contract ,.,.; Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required �bond or bonds or to sign the � required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of � the uncertainty of the market prices of material and labor, b.� and it beiag 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 w? thin ten ( 10 ) days , the proposal s ecur i ty accompanyiiig the proposal shall be the agreed amount of damages which Owne� will suffer by reason of such failure on � the part of the Awardee and shall thereupon immediately be forfeited to the Owner. � � The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authozized 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 � 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' � C3-3 (4) , � � � 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. ' ' �' CI ' �I 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 se't forth in paragraph C8-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, f ull and f aithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above s'tipulated 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 of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the � Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. � ' , Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a Iv11� II �� l� �1; if �i � n^, C�� ' !,`�_i`- ��:� �� C3-3 ( 3 ). . l��u �� 'w�°��ii . . �a S�'u'[:'l�� zo � 5, Builder's risk (where above-qround structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, � during-ttte life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any.one person and subject.to the same limit f or 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 O provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this '"� contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, an3 also against any of the following special hazards which may be encountered in the performance � of the Contract. C f. PROOF OF CARRIAGE OF INSURANCE: The Contractor "" shall furnish the Owner with satisfactory proof of ;� coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory � to the Owner. (Sample attached.) 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, 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 ) � � � , � 1 , , ' ' , ' � , ' � ; e, 1 � ' , � certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. 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 INSURANCE: The Contractor shall procure and shall maintain during the life of this contract-Contractor's Comprehensive General Liability Znsurance (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 �rith $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractvr shall _ furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. 2. 3. 4. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). Blasting, prior to any blasting being done. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed ad�acent to same). Damage to underground utilities for $500,000. C3-3 (5) � ��'f��'G�G�� G�f�� G�D �,:�U � �C'��'vU,tC�� o UVV �±'Ulltl� �LSWe � � � rnatter associated such as maintaining adequate and appropriate insurance or security coverage f or 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 �y than in the Fort Worth-Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the y+ project,�all appropriately sig ned and sealed, as applicable, by the Contractor's responsible officers with the � understanding that this written assignment of authority to�a local representative shall become part of the project Contract as though bound directly into.the project documents. The intent of these requirements is that all matters associated (� with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed.direct by local authority. This same requirement is imposed on insurance and i� surety coverage. Should the Contractor's local representative fail 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 authori.ty satisfactory 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 an y action hereinunder shall be exclusively in Tarrant County, Texas. ' , � � C3-3 (8) � ' 1 LJ I� � ' , � � ' City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly gualified, one upon whom service of process may be had, and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set forth on all of such bonds and certif icates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the' Contractor. C3-3.14 CONTRACTOR`S CONTRACT ADMINISTRATION: Any Contractor, � whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for , co-nstruction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or � he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be "'� made responsible to act for the Contractor in all matters � gertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, ' thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other ' � C3-3 (7) ' ; � � � �� G�� '�rr}�;D ��' �"[��G�� o �� G��bo i�l�. waiving or invalidating 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. C 4-4.4 AiTERATION 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 n ature of the project as a whol e. Such changes shall not be considere3 as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORR: 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 def ined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun a"Change Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. b. 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 prof it� to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be full 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) � � ' ' � ' � �� ' 1 � � � 1 � 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 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 special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, then "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to th e Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend 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 r evised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as C4-4 (1) { u�f�@� �1�� C��D � ��U'' ��'�G?��G?"� Y Ua U �_'�IIU� Ut7(l�10 � � 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 Contrac.tor 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 directe3 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) � J ' ' 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 tfor written orders authorizing such Extra Work, prior to beginning such work. 1 ' � � � ' ,''1 � r° �-� � ' 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 perf ormance, the Contractor shall proceed with the work after making written request for written orders and shall keep an accurate account of the actual reasortable cost thereof as provided under method (Item C). Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within f ive ( 5) days before the time for making the first estimats 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 prepare 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 f inal payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result 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).:- 1 � �� DG�� GG?� � 0 b' ��'� G��; I�c� �o � �:`��o ��o � 9. Operational testing. 10. Final inspection. ' If, in the opinion of the Owner, work accomplished falls � behind that scheduled, the Contractor shall take such � action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised - schedule demonstrating his program and proposed plan to � make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptabl�e, 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. ,� 0 1 � 1 1 I �, C4-4 (6) � E' 1 ' 1 � � 1 ' c. 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 def ined as the amount of time between the earliest start date and the latest start date of a ehain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor • or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. . ' 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. 2. ' 3 �. 4. � 5. � 6. ' 7. . 8. ' , Preparation and transmittal of submittals. Submittal review geriods. Shop fabrication and delivery. Erection or installation. Transmittal of manufacturer's operation and maintenance instructions. Installed equipment and materials testing. Owner's operator instruction (if applicable). Final inspection. C4-4 (5) �;�!�� _N ��I��G,v�U�� :: ��u� cN 5r� e�L51��6` U ��o ��:`��o ��e � � C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken � together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall "� govern over scaled dimensions, plans shall govern over -� specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown ` on the plans shall govern over those shown in the proposal. „� The Contractor shall not take advantage of any 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 f ulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this � condition to the attention of the Engineerr 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. r� The Contract shall give to the work the constant attention necessary to faeilitate the progress thereof and shall � cooperate with the Engineer, his inspector, and other Contractors in every possible way. ^� The Contractor shall at all times have competent personnel available to the project site for proper performance of the '�' work. The Contractor sha11 provide and maintain at all times � at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to '� act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading � and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility � of the Contractor, the Contractor shall designate in writinq ; to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent � shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time �' of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on "� the project site of a representative of the Contractor to e� CS-5 (2) � ' i � � PART C - GENERAL CONDITIONS CS-5 CONTROL OF WORK AND MATERIALS SECTION CS-5 CONTROL OF WORK AND MATERIALS, �' 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 ac.ceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, � compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may � arise. Engineer will not be�responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident , thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. ;� � � � ' � � ' ' � He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to•the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. Zn 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 w�itten request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. � C5-5 (1) �'��O G�� '�� G'U ��'V ��'; e�[�1�� 0 l�a U C:`VOU� �17W� These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25$ will be charged -against the Contractor, and the f ull amount will be deducted from payment due the Contractor. CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or Iack of inspection will not relieve th�e 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 question at issue can be referred to and be decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. He will in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obl�igations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City InspectoX., the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. C5-5 (4> 1 � adequately provid ' traveling public or project extends or project routing. e for the safety or convenience of the the owners of property across which the the safety of property contiguous to the � The Con tractor 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 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 designat�ed representative, shal�l respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. ' Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the ' project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the , discrepant condition and requ est the Contractor to take remedial action to correct the c ondition. 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. T.he 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. � CS-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially ' constructed, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. � 1 ' C5-5.7 CONSTRUCTION STARES: The City, through its Engineer, will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. C5-5 (3) ' ';)��C��° � ��U�� r ��'l1 ��'CG��Q� 0 Ua UUtI�'u�U� IILSlJUc� 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. CS-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 necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of�the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specif ic 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 before any concrete is placed, and the Contactor sf�all 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. CS-5.13 STORAGE OF MATERIALS: All materials which used in the construction operation shall be store insure the preservation of the quality and fitness of When directed by the Engineer, they shall b� placed platforms or other hard, clean durable surfaces and are to be d so as to the work. on wooden not on the C5-5 (6) � � ' ' ' C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so reguests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract�Documents. � � Should the work exposed or examined prove acceptable, the ' uncovering or removing and replacing of.the covering or making good of the parts removed shall be paid for as extra work, but should 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 WORR: All work, materials, or equipment which h as been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his awn expense. Work done beyond the lines and grades given or as shown on.the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's exgense. Upon the f ailure 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 due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works. � ' C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any � matezial or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to ENGINEER 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 ' 1 C5-5 (5) . - - � � ��0 cOG�.� ��[��G�D ` �� G�[��1�� f�� u�G��N�e �(�{. 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 customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and . This inconvenience will be as short as possible. Thank you, Contractor Address Phone b. Emerqencv: In the event that an unforeseen service interr�ption occurs, notice shall be as above,but immediate. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in 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 CS-5 (8) . �i �� ' .� r � �' ' � � �� ' 1 � , ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are bas ed on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer 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 loc�l adjustments as necessary in the construction process to , provide adequate,clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of � existing utilities, structures and service lines shall include � notification of all utilitY companies at least forty eight (48) hours in advance of construction including exploratory ^ excavation if necessary. All verification of existing � utilities and their adjustment shall be considered as subsidiary work. ' � � � 1 1 CS-5.15 INTERRUPTZON OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractor, at leas t 24 hours in advance, shall be required to: l. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. �� G��`� �?(��'�� . . . �; � ��' �"�� G?[�G?�� ' cs-5 c7i -�r, ��o ,��'��.��p ��o � � unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up � deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25$ of such costs, shall be deducted from monies due or to become due to the �� Contractor. Upon the completion of the project as a whole as covered by T these Co�ntract Documents, and before final acceptance and �,; final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be � disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and � equipment in a bright, clean,�p olished 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 inGpection wi11 be made within 10 days af ter such notification. After such final inspection, if the work and materials and equipment '' are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper � resolution has been passed by the City Council. No time a charge will be made against the Contractor between said date of notification of the Engineer and the date of final . inspection of the work. � � ' � � � C5-5 ( 9 ) ��"G��.� �`��G��°�U ':: ��' �� G' � ° ��l � � L��o �uG��U�o �[�o � � 4� C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard t•o � cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance � about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary M sanitary conveniences for use of laborers on the work, � properly secluded from�pu blic observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by t�he Contractor. All suc'h +7 facilities shall be kept in a clean and sanitary condition, �� free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and � the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment � stored about the work shall be so placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is ,,,� considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of �- his work in such a manner as not to impair the safety�or convenience of the public, including, but not limited to, saf e ` 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 tr2nching 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 must not be obstructed except by special permission of the Engineer. � The materials excavated and the construction materials such as �J 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).;; � � ' ' ' � , � � LJ , 1 � ' � -' � ' PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC � RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction.or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. � ' C6-6.2 PERMZTS 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 ciesign, device, material, or process covered by letter, patent, or copyright, he shall provide fpr 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 indemnif y the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. � �f��0�� G�D . C6-6 � t 1) � r0� e��r��°�r��l� �a UU V I.�C_I�U U g�IS(No c arried on operation o contractors contract, Contractor assistance additional be provided in such manner as not to interfere with the f trains, loading or unloading of cars, etc. Other of the Owner may, for all purposes required by the enter upon the work and premises used by the and shall be provided all reasonable facilities and for the completion of adjoining work. Any grounds desired by the Contractor for his use shall by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.6 BARRICADES, WARNINGS AND WATCHMEN,: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at hi:` own expense furnish, erect, and maintain such barricades, iences, 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 bur.ning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "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 Hiqhways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. - C6-6 (4) � a � 'J ' � � 1 ' ' � 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 is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back 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 1 the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payrnent will be made by the Owner in � settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. ' ' � � C6-6.6 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 o.f the public streets and alleys, or other public places or 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 stacked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be C6-6 (3) ��C�OG�� u�D ��U ��'�G�� ° �,� �� !�_��o u��. 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 f urnish evidence that h e 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 ara being transported shall be plainly marked as mentioned above and shall, insof ar as possible, not use heavy traffic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contractor sha].1 be provided by him at his own expense. Such additional rights-of-way or work area shall be acquired for the benef it of the City. The City shall be notif ied in wr-iting 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 specif ied '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 ) � ' ' � � ' ' 1 ' � � The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works department, Signs and Markings Division (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.quirements of the above referenced manual and such tempora�ry sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet th.e required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible for all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever 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 pxoject shall 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 � for 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 EXPLOSZVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at � all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or ' utility, and the Owner, not less than twenty-four hours in ' 1 C6-6 ( 5 )y., � �� D/�d �'��'J�� 1 ��'G� � ° �� r� �G'�, ��` o � proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property�as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. � C6-6.11 INDEPENDENT CONTRACTOR: �It is understood and agreed I� by the parties hereto that Contractor shall perform all work and services hereunder as an independent contractor, and not � as an officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and � shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, 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 indemnif y, hold harmless and defend Owner, its officers, agents, servants, and employees frorn and against any an all claims or � suits for property damage or loss and/or personal injury, � 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, einployees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged ,� negligence on the part of officers, agents, servants, �� employees, contractors, subcontractors, licensees and invitees of the Owner; and�said Contractor does hereby covenant and � agree to assume all liability and responsibility of Owner, its officers agents, servants and 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, ag ents employees, contractors, subcontractors, licensees and invitees, whether or not caused, �. C6-6 (8) �� `I � 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 representatives of owners or.occupants of public or private lands or interest in Iands which might be aff ected by the work. Such notice shall ' be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or , other, either as owners or occupants, whose land or interest in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or ' misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. ' ' , � Wh en 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. All fences encountered and removed during construction of � this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on , either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed � cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. � Temporary fencing shall be erected in place of th removed whenever the work is no t in progress and site is vacated overnight, and/or at all times t ' livestock from entering the construction area. The fence removal, temporary closures and replacement , subsidiary to the various iterns bid in the ' � C6-6 (7) � fencing when the � prevent cost for shall be project c�� c��,;-_�,��,� u` �; :�U�_L� � ��1 ��'r `��C,�G?'� �rl�. 1�; ��.Ijf�lUUy Il�6�o `. �-• � � expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director.. -- The Dir ector may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work perf�ormed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged d�amage by reason of the acts or omissions of the Owner, he shall within three day's 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 Con tractor shall file with the Engine�er 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 cla_im for comp ensation shall be waived, and he shall not be entitled to^payment on account of such damages. �'°' T C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is neCessary to change, move, or alter in any manner the property of a public utility or others, the said property sh311 not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of pu b lic 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. C 6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense an d cost, provide and maintain temporary outlets and connections f or all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this p urpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own c os t and expense, shall construct such troughs,�pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 (10) +' . � .:s :�C J•' , '— • . • - � � � � !� ._ �, � �"1 � � � 1 ' .. �Yi ' 1 � 1 ' ' 1 in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses,�or invitees of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a f inal inspection, final payrnent to the Contractor shall not be recornmended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfa�tory to the Director that the claim has been settled and a release has been obtained from the claimant involved. I f 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 se:ni-f inal payment for work completed, such semi-f inal pay��r.t to be in an amount equal to the total dollar amount tnen due less the do2lar 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 sha11 not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: I.. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. � If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to ' the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the f inal payment to the Contractor be made. • At the ' 1 C5-6 ( 9 ) � � � ��6C�U�� ?��G�� : ��1 ��'GG?� ° b�i(� . r�u ��c,��J� ��o 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 owri expense all injuries or damage to any portion of the work occas ioned 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 o£ time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the reguirements 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 a u thorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which�qualifies for exemption pursuant. the provisions of Art'icle 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 certif icate in lieu of the tax, said exemption certif icate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in � i eu of the tax shall be subject t�o and shall comply with the provisions of State Comptroller's Ruling .011, and any other ap plicable 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 s treet right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an orqanization which qualifies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the�same rnanner stated above: C6-6 (12) ;'-'''•`__' :�;?'n`sF .:�-c?",�`�..1.'.,:.r;. ..:. � .. . � � .. .. '%.._ �: .� ' .i.-�•!: _.. ... -.`1.,'�1._.._ .._.. .._ �:�= . . .__ ' .. . . � I� 1 � ' 1 received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained:under the.Contract, except.when specified or ordered to._be _abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6.16 ARRANGEMENT AND CAARGES FOR WATER FORNISHED BY THE CITY:. When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Deoartment for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. T h e Contractor's responsibility in the use of all existing 1 fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. _ CI 1 � ' � When meters are used to measure the water, the charges, if any, for wate� wi11 be at the regular established rates. When meters are not used, the charges, if aay, will be as prescribed by.the City Ordin ance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. _ _ : _ C6-6.17 USE OF A SECTION OR P�RTION OF THE _WORR: 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 use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own expense. � C6-6 . 18 CONTRACTOR' S RESPONSZBILITY FOR THE WORR: IIntil written acceptance by the Owner as provided for in these ' Contract Documents, the work shall be under the charqe 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) ' . � � i`4 : 1 �.- . ' v . � ...� _..�:��.� - � L��L�G"�;h �'�LUI�� . ��:�u �' c��% ° °� !��o �E��F ��e � � Limited Sale, Excise and Use Tax permits and information can L'� be obtained from: Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX ' ' 1 1 � L 1 1 1 � , � ��(�0�0�� t: C6-6 (13 ) �� u U c'IS�� U��I�U��i� �� ,:, . Ir�, �'JG`�G�` �[�wo � prose�cuting 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 this contract within the time limit stated . Document�s and shall conduct the work in a and with sufficient equipment, materials, necessargi to insure its completion within the �e performed under n these Contract continuous manner and labor as is time limit. The sequence requested of all construction operations shall �e 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 C7-7.8 "Extension of Tim and a progress contract time. schedule changed only as set forth in Section e of C ompletion" of this Agreement, shall not constitute a change in.,the C7-7.4 LIMITATIONS OF OPERATIONS: The working operati�ons sha11 at all times be conducted by the Corr_ractor 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 f or the 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. . G7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is avaiiable. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. Al1 other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) l. � � ' PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS � 1 ' ' � 1 � 1 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 vaZue of not less than fifty (50$) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to character and competency. The. Owner will not recognize.any subcontractor on the work. The Contractor shall at all times, when the work is in cperation, be repre�sented 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 .Contractor does, without such previous consent, assign, transf er, sublet, convey, or otherwise dispose of the contract or .his �right, . title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or• corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall su�cessfully complete said contract, and in the event of any such.revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages f or the reason that it would be impracticable and extremely difficult to fix the actual damages. � C7-7.3 PROSECUTION OF THE WORR: Prior to beginning any construction operation, the Contractor shall submit to the Engineer in; five or more copies, if requested by the Engineer, ' a progress schedule preferably in chart or diagram f orm, or a brief .outlining: in ,detail and �step by step the manner of ' ' c�—�-c�� '� ��:�� '�L� GU�D I`: ��U C��u � e D . U~ i U J�:il C_i�ll II ��L'alNa �. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall cornmence 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 authorized by the Owner. . C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of c omp letion 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 s h.a 11 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 ene�y, acts of the Owner, fire, f lood, tornadoes, epidemics,. quarantine restrictions, strikes, f reight 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 pertin ent data as requested by the Engineer indicates that the Contractor has made a bonafide a�tempt to secure delivery on s chedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. ' C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if C7-7 (4)., ;_ .- _ � - . , . , . _ . . . --� � . . � . �- .. . _ _ . ,.1. . . . . . . ' . • � . ' 1 � . . . - . . . ... Y . . � . � � � � � � I�� 1 J � ' �� otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such�person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perf orm the work ass igned to them and op erate�any equipment necessary to properly carry out the performance of the assigned duties. 1 T he Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for � handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be .maintained in a satisfactory, safe and efficient working � condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use.= � ' C7-7.6 WORR SC�iEDULE: 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 "WORR ORDER" for beginning work, whichever comes first. N othing in these Contract Documents shall be construed as , prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the foilowing requirements are met: ' ' ' � � ' 1 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 specif ic Saturday, Sunday or Legal Holiday. Calendar Days shall be def ined in C1-1. 24 and the Contractor may work as he so desires. 1 �� . • r �- C7-? ( 3 )� .., ;;��C��:� Gr� �uG�'D rO�V��'�G� ° °� C�o �� `�'��, ��a $ 500,001 to $1,000,000 inclusive $ 315.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 and over _ $ 630.00 The� parties hereto understand and agree th� City caused by the Contractor' s delay in con hereunder in the time specif ied by the Cc would be incapable or very difficult of accL and that� the "Amount of Liquidated Damages out above, is a reasonable forecast of just the City �for harm caused by any delay. �t any harm to the pleting the work ntract Documents rate estimation, Per Day", as set compensation due C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor , by virtue of any Court Order or action for which the Owner is not solely responsible. • „ C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer_ cause further prosecution of the _work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall stor.e all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to preven t 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 forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment.off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) �;= ;; � : .. •�,� . •-;..:: . . . . . _�t . .. _ . . . . � ' ' ' ' any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council .for final approval or disapproval; and the action thereon by the Council shall be f inal � 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 C ontractor 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. .� : C7-7.10 TIME OF COMPLETION: The time of completion is an ' essential element of the contract. Each bidder shall indicate in the �appropriate place on the last page of the Proposal the number of working days or calendar days that he will require ' to fully cor.plete this contract or the time of completion will be s�pecified by the City in the Proposal section of� the contract documents. � ' The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the ' successful bidder or the City will become the time of completion specified in the Contract Documents. � For each calendar day that' any work' shall� remain uncompleted after thz time specified in the Contract Documents, or the incr�eased- time granted by the Owner; or as automatically increased by additional wor.k or materials ordered after the � c ontract is signed, the sum per day given in the following sctiedule, unless otherwise specified in other parts of the Contract Documents, will be d educted from monies due the ' Coritractor, not as a penalty, but as liquidated damages suffered by the Owner. � � ' ' � AMOUNT OF CONTRACT $ . � �5�,�001 $ 15,001 $ 25,001 S 50,001 $ 100,001 � �� . Less than $ to $ to $ to $ to $ to $ 5,000 15,000� 25,000 50,000 100,000 500,000 c�-� �s;�:: inclusive $ inclusive $ inclusive $ inclusive $ inclusive S inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 �� f��0 GO�:� ��G�'D � �� G�[�Q�l � �': ��"��C��b9 ��r . f � � 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 par t 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. � h. � � � � Failure of the Contractor promptZy 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...._. Substantial evidence of collusion for the purpose � of illegally procuring a contract or perpetrating � fraud on the City in the construction of work under contract. � i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. j, If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. - k. If the Contractor commences legal action against the Owner. A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. Whea 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) i ^1 '�1 � � � � � � ' 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. No reimbursement shall be allowed if the equipment is moved to � another construction project for the City of Fort Worth. The Contractor shall not suspend work without written notice � from the �Engineer and shall proceed with the work operations promptly when notif ied by the Engineer to so resume operations. ' � CI 1 � � � t � ' ' ' C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY': Whenever, because of National Emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days�notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the Owner finds 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 effort assist the Contractor in procuring and making available the necessary labor, materia_s and e quipment 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 conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and f inal 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 CO'NTRACT; The work operations on all or any portion or section 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. ��OC�I�d ��C�� C7-7 ( 7) r�U U��G�S °° U . ��'? :.,=.'�.�'��p �[�� .. b een 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: p�, NOTICE OF TERMINATION: The performance of the work . under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any such terminatiori 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: Af ter receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2, place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: C7-7 (10) �i � � � ,.J � � � ,� � � � ,�1 � � � ' � � ' ' , � consent of the Owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at 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 terms of.the Contract Documents. All monies remaining due the Contractor at the time af this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of 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 thezeto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. � In case such expenses shall. exceed the amount which would have been payable under the Contract if 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. � , 1 C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulf illed, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have C7-7 (9) � i��'��LDlr�l� ��L�v��} �� C t� Uf ��'..�, GS ° � � � ��o ��{� ;:��'�o ��. � � 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 otherw�se determine or affect the � amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of ' the Contractor and the Owner to agree as provided � in C7-7.16 ( D) upon the whole amount to be paid�.; to the Contractor by reason of the termination of work ' pursuant to this section the Owner shall determine, y.il 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 prof its. „� F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a> all unliquidated advance or other payments 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 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 pr ovisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: I€ 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 (12) J � ' � � ' 1 � � � � 5. a, the fabricated or unfabricated parts, work in process, completed work, supplies and other material 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 performance of such part of the work as shall not have been terminated by the notice of 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. At a time not later than 30 days after the , termination date specified in the notice of termination, the Con tractor 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 tfian 15 da ys 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 1 � list as submitted, shall be made prior to final settlement. � ' ' � C. TERMINATION CLAIM: Within 60 days after notice of terrnination, 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. c�—� clz� ��0��9G�� '�C�'';'��;,� ��'ti� ��'C� ° �� i�o ��! ��'l�I.`�� 4L�o _... . . _ ' 1 ' � � ' � ' ' ' equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by the notice of ter mination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. . H. NO LIMITATION OF RIGHTS: Nothing cantained in this section shall limit or alter th� rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment of Contract" or any other right which Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and sha11 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 from injury, including death, or damage in connection with the wor;c. 1 , t ' 1 ' ' � C7-7 (13) u�� GO��,� �%C�C�� D � �� [�� ° e � �' � , �� l��s" � i :� ..: J_ :/�o -----�.�._.__,_r.,_.�� `,' before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description � connected with the prosecution of the work, for all expense , incurred by or in consequence of susp ension 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, ar 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 def ects or imperfections in the "� c onstruction or in the strength or quality of the material used or equipment or machinery f urnished 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, '�" imperf ections, or damage, and the Contractor shall be liable to .the Owner for failure to correct the same as provided herein. ' . "� C8-8.5 PARTZAL ESTIMATES AND RETAINAGE: Between the lst and � 5th day of each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the 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 ($100.00) in amount, 90$ 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 $400,000 or greater within twenty-five (25) day.s after the regular estimate period. The City will have the option of preparing estimates on forms � furnished by the City. The partial estimate may.include acceptable nonperishable materials delivered to the work which '� are to be incorporated into the work as a permanent part . thereof, but which at the the time of the estimate have not been installed. ( such payment will be allowed on a basis of � 85$ of the net invoice value thereof.) The Contractor shall f urnish the Engineer such information as he may request to aid "� C8-8 ( 2 ) � � 1 � , �� 1 � 1 ' PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by, the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finished, overhead exp ense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits,' injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to 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. � �J ' 1 ' C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstruc tions which may arise or be encountered during the prosecution of the work at any time C 8 - 8 (1) ��i��l�� c�L' �U U �Y �15��Q ° �c�/� U YO UVV��!�Yu��l7:/�0 � The amount of the f inal estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations f urnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment � as aforesaid shall operate as and shall release the Owner f rom all claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents � or any act or neglect of said City relating to or connected with the Contract. � The making of the final payment by the Owner shall not relieve � the Contractor of any guarantees or other requirements of�the Contract Documents which specifica].ly continue thereafter: P C8-8.9 ADEQUACY OF DESIGN: It is understood that the'Owner � believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that ' the Owner shall be responsible f or 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 requir ements of the said Contract , Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The �' burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said � requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. 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 ""'1 Contractor shall remedy any defects or damages in the work and _,,; r- � I C8-8 (4) � 1 O �J ' � � ' him as a guide in the verification or the preparation of partial estimates. responsibilities under the Contract Documents. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates an d 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 arnount 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 T he 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 requirements of the Contract Documents. ' � � � Cg-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notif y the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the appropriate offic�ials of the Ownsr, 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 t for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the � Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. J All prior subject to payment. estimates upon whic h payment has been made are necessary corrections or revisions in the final � , � C 8- 8 ( 3) ��I�D�D�I� �j��Jl�� - ��`1'( ��Q�� .: �G�b` �[�. ' ' ' � � � ' � � pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified 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 observe3 defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be 1 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 th� Engineer, depending on field conditions. Payment for miscellaneous i1 placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement �f material shall be in ' accordance with the General Contract Documents regardless of the actual amount used for the project. � C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and � annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion of the work. 1 1 ' ' ' � c8—s cs� U��D�OG'!l� �� I�� ° °� ��. �.��i�` �[�{. � � � � � � � � � ��I�I � � � � � � � � � ,s, , a, l�1(��6'�DI�� C�'JG�@ C��1 ��cQ � ° � � (� ,: C�JG'��, �C�o_ J � PART C1 SUPPLEMENTARY CONDITIONS TO PART C 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 amended or supplemented, remain in full force and affect. B. Paragraph C3-3.2 should be deleted in its entirety and replaced with the following: � Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. � Contractor further agrees to permit an audit and/or examination of any books, records or �� 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 Ir^ 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. Part C- General Conditions: C3-3.7 Bonds, the paragraph after subparagraph D. Change the paragraph to read as follows: � "No sureties will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the �" owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall - be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or (2) the surety must have capital and surplus equal to ten times the amount of the bond. ` The surety must be licensed to business in the state of Texas. The amount of the bond �., shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance � must be authorized, accredited or trusteed to do business in Texas." D. Section C8-8.5 should be deleted in its entirety and replaced with the following: C � Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the 10th 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 are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as pJe`pr .. '�;'�Ir �'�^UGii�, 0`��''.;� e��i �;; ��'�( c��'�� e�� (�a �h`�,�:'�C�tib��..��,...., � � 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 shatl �"' 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 �i Contractor fails to perform the work in strict accordance with the specifications or other . provisions of this contract. `� E. Part C- General Conditions: Paragraph C3-3.11: Delete subparagraph A. F. Part C- General Conditions: Paragraph C3-3.11: Delete subparagraph G. G. Part C- General Conditions: Section C6-6.12 should be deleted in its entirety and replaced with the following: � Contractor covenants and agrees to indemnify City's engineer and architect, and their a personnel at the project site for Contractor's sole negligence. In addition, Contractor _ covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or � suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by �� Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such in►urv, damaare or deafh is caused. in whole or in part. bv the nealiarence or alleqed neqliqence of Owner, its officers, servants. or � emalovees. Contractor likewise covenants and agrees to indemnify and hold harmless . the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from � the performance of any of the terms and conditions of this Contract, whether or not �,,, anv such iniury or damacre is caused in whole or in part bv the nealia►ence or alleQed neqliQence ot Owner, its ofificers, servants or emplovees.. � � � In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or r' � �GC��'�I 2 ':)i`r�C'��l�l� b'��G.�,�� .��U% ��r��°� ., �� c 5 �� ,'d '�j`�'�7M f' (�� I� U�JL��u'. �Uoy � � a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. � ' ' 1 � ' , ' � ' ' , ' � ' ;��D G�l�d ��C�QD 3 !'� I'�j� dlCS�rU1lS1�1USY ,. - p�°��}r� ,� i'I,�{i� o . ...«....�� ^� � t I'I � � I � �� - �pE��,�l: ��i��i�rc�h�� ' �DDI°iI�I�AL S��I�I� C�NG►��'It�i�� ' ' ' ' ' 1 ' � � .. , � M , uf��aC�BI�� C �� 0� ��'r� ° °� U Oo UU�:JU�'UUUy �l�Wo � PART D - SPECIAL CONDITIONS D-51 D-52 D-53 D-54 D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 80.1 80.2 80.3 80.4 80.5 80.6 80.7 80.8 80.9 80.10 80.11 80.12 80.13 80.14 D-81 D-82 D-83 D-84 D-85 D-86 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY .. SC-23 SANITARY SEWER MANHOLES ......................................................................... SC-24 SANITARY SEWER SERVICES ........................................................................... SC-27 NOTUSED ........................................................................................................... SC-28 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ......... SC-28 DETECTABLE WARNING TAPES ....................................................................... SC-30 PIPE CLEANING .................................................................................................. SC-30 BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-30 DISPOSAL OF SPOIVFILL MATERIAL ............................................................... SC-30 MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC-31 SUBSTITUTIONS ................................................................................................. SC-31 PRE-CONSTRUCTION CLEANING & T.V. INSPECTION OF EX. SS LINES ...... SC-31 VACUUM TESTING OF SANITARY SEWER MANHOLES .................................. SC-34 BYPASSPUMPING .............................................................................................. SC-35 POST-CONSTRUCTION T.V. INSPECTION OF NEW SS LINES ....................... SC-35 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-37 TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL.... SC-38 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................. SC-39 PROTECTION OF TREES, PLANTS AND SOIL .................................................. SC-39 SITE RESTORATION ........................................................................................... SC-39 STANDARD PRODUCT 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 INSPECTION ................... SC-45 EXCAVATION NEAR TREES .............................................................................. SC-46 CONCRETE ENCASEMENT OF SEWER PIPE .................................................. SC-46 CLAYDAM ........................................................................................................... SC-46 PRE-CONSTRUCTION EXPLORATORY EXCAVATION (D-HOLE) .................... SC-46 INSTALLATION OF WATER FACILITIES ............................................................ SC-47 POLYVINYL CHLORIDE (PVC) WATER PIPE ..................................................... SC-47 BLOCKING........................................................................................................... SC-47 TYPE OF CASING PIPE ...................................................................................... SC-47 TIE-INS ................................................................................................................. SC-48 CONNECTION OF EXISTING MAINS .................................................................. SC-48 VALVECUT-INS .................................................................................................. SC-48 WATER SERVICES ............................................................................................. SC-49 2-INCH TEMPORARY SERVICE 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 SC-2 � � �r � ' � � � � 1 � LJ L'I �I ' � � � � 1 ' � D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 PART D - SPECIAL CONDITIONS AWARDOF CONTRACT ....................................................................................... SC-3 SUBMISSION OF CONTRACT DOCUMENTS ....................................................... SC-3 GENERAL.............................................................................................................. SC-4 TAXEXEMPTIONS ................................................................................................ SC-5 PROJECT DESIGNATION ..................................................................................... SC-6 EQUAL EMPLOYMENT PROVISIONS ................................................................... SC-6 PRE-CONSTRUCTION CONFERENCE .........................................................:....... SC-6 COORDINATION MEETINGS ................................................................................ SC-6 PROJECT ABANDONMENT .................................................................................. SC-6 BREAKDOWN OF BID PROPOSAL ....................................................................... SC-6 NOTUSED ............................................................................................................. SC-6 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......... SC-6 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE.. SC-9 CALENDARDAY .................................................................................................. SC-11 SUBSIDIARY WORK ............................................................................................ SC-11 WAGERATES ..................................................................................................... SC-11 EASEMENTS AND PERMITS .............................................................................. SC-12 COORDINATION W ITH FORT WORTH WATER DEPARTMENT ....................... SC-13 DAMAGE TO PRIVATE PROPERTY ................................................................... SC-13 SHOPDRAW INGS ............................................................................................... SC-13 CROSSING OF EXISTING UTILITIES ................................................................. SC-13 EXISTING UTILITIES AND IMPROVEMENTS .....................................................SC-14 CONSTRUCTION TRAFFIC OVER PIPELINES ................................................... SC-14 TRAFFICCONTROL ............................................................................................ SC-15 PAYMENT............................................................................................................ SC-15 DELAYS..............................................................................................................: SC-15 DETOURS........................................................................................................... SC-16 BARRICADES AND WARNING SIGNS ................................................................ SC-16 EXAMINATION OF SITE ...................................................................................... SC-16 ZONING COMPLIANCE ....................................................................................... SC-16 WATER FOR CONSTRUCTION .......................................................................... SC-16 WASTEMATERIAL .............................................................................................. SC-16 CLEANUP FOR FINAL ACCEPTANCE ................................................................ SC-16 PROPERTY ACCESS .......................................................................................... SC-16 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......................... SC-17 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .................... SC-17 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC-17 SANITARY FACILITIES FOR WORKERS ............................................................SC-18 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC-18 RIGHT TO AUDIT ................................................................................................. SC-18 INCREASE OR DECREASE IN QUANTITIES ...................................................... SC-19 CUTTING OF CONCRETE ................................................................................... SC-20 PROJECT DESIGNATION SIGN .......................................................................... SC-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .............................. SC-20 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SC-20 TYPE «C,� BACKFILL ............................................................................................ SC-21 CRUSHED LIMESTONE BACKFILL ..................................................................... SC-21 2:27 CONCRETE ................................................................................................. SC-21 TRENCH EXCAVATION, BACKFILL AND COMPACTION ................................... SC-21 PAVEMENT REPAIR (E2-19) ...............................................................................SC-23 SC-1 '� If If U� �1r�1� D1151,�o G��-% � �� C�� G�� r � �- � � �,,, �n��,;.�� a v ` �� ..�. p o,� PART D - SPECIAL CONDITIONS Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule, which must reflect a project completion date to be determined by the completion time period stipulated in the proposal section. The pre-construction conference is intended as a forum between the contractor and the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. D-3 GENERAL: The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. 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 replace at his expense any part or all of this project which becomes defective due to these causes. The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of 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, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: SC-4 �, � 1 � ' � � � ' 1 � � PART D - SPECIAL CONDITIONS FOR: Sanitary Sewer Laterals 1629, 4805 & 7375 Rehabilitation (Main 161 & 221 Drainage Areas) Sewer Project No. PS58-070580174970, D.O.E. No. 2833 D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract documents to the Department of Engineering within ten (10) working days after notification by the City. A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. � The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. � 1 �J L''� Per City Ordinance 13471 and, as amended by, Ordinance No. 13781, 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): Contractors Work Plan and Schedule ' Disposal Site for Waste Material Information Sub-Contractor ldentification Trench Safety Design (if required) � � s�-3 r� ��Gp�d ��D r �� C��G?[�� 'r`' M�� ''�',�ilr�i � I��o . ..m._. PART D - SPECIAL CONDITIONS construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be performed under the Project Designation: Sanitary Sewer Laterals 1629, 4805 & 7375 Rehabilitation (Main 161 & 221 Drainage Areas) Sewer Project No. PS58-070580174970, D.O.E. No. 2833 D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13- A-21 through 12-A-29) prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre- construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation 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 BID PROPOSAL: When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. D-11 NOT USED D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, 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. SC-6 1 ; �� ' � � ' PART D - SPECIAL CONDITIONS 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 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 and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicab�e to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the , contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. � � f� � � � � INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must 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 Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed m�,a r, at the option of the Owner be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forry-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. 1 D-4 TAX EXEMPTIONS: This contract is issued by an exemption pursuant of the provisions of Article 20.04(F) of the Use Tax Act. All equipment and materials not consumed b ' 1 organization which qualifies for Texas Limited Sales, Excise and y or incorporated into the project SC-5 j��L��L� U`��J�� , � �u ��:; �� , � �2� � Md;;; ��,r,� � � ,� I_5U o �l� U:;:_-,�. �....._.�.._ _ PART D - SPECIAL CONDITIONS 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 provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the 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 for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 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 or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services 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 contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the SC-8 � � ""1 � , 1 C� � ' PART D - SPECIAL CONDITIONS 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 entity. 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Senrices" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during � the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. , � ' �� 1 � E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall re#ain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially affects the provision of coverage of any person providing services on the project. 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 sc-� V�r��r�� '��ve1@ �0� �C��rG��G1� �t� h��1,��,,��4 ��Wo . ....V �_� PART D - SPECIAL CONDITIONS Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contract shall: � � � � ., � � � 1. Make no unjustified changes or deletions in it's M/WBE participation commitments - ,_ submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term 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 general liability of other insurance. c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/VVBE 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 subcontractor and supplier used on the project, inclusive of M/VVBEs. SC-10 � � � i � � � � � 1 � :� � � ' ' ' , , ' � PART D - SPECIAL CONDITIONS contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In � accordance with City of Fort Worth Ordinance No. 13471 and, as amended by, Ordinance No. 13781, 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 tive (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. LJ 1 � � II � Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. The City will consider the contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. SC-9 � ��D��Ir�t� 6��(C1 ° � ��'tif �C��G?��Gc?� �r � � '�.�11U ��a �� '� ''� F PART D - SPECIAL CONDITIONS Concrete Paving Joint Mach. $9.042 Concrete Paving Joint Sealer $7.350 Concrete Paving Float $7.875 Concrete Paving Saw $9.290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 1 1/2 cy) $9.513 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 �/z 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 �h 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) $10.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 Side Boom Tractor - Crawler Type (150 HP & Less) Tractor - Crawler Type (Over 150 HP) Tractor - Pneumatic Traveling Mixer Trenching Machine - Light Trenching Machine - Heavy Wagon-Drill, Boring Machin Reinforcing Steel Setter (Paving) Reinforcing Steel Setter (Structural) Steel Worker - Structural Sign Erector Spreader Box Operator Barricade Servicer Zone Wk Mounted Sign Installer (Permanent Ground) Truck Driver - Single Axle (Light) Truck Driver - Single Axle (Heavy) Truck Driver - Tandem Axle (Semi-Trailer) Truck Driver - Lowboy/Float Truck Driver - Transit Mix Truck Driver - Winch Vibrator Operator Welder $7.793 $8.448 $8.873 $7.735 $7.615 $8.188 $12.498 e $9.000 $9.218 $11.548 $16.300 $11.436 $6.988 . $6.402 $6.402 $7.465 $8.067 $7.816 $9.653 $7.507 $8.200 $7.000 $10.459 D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private properry. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject properry. This shall be subsidiary to the contract. The agreements which the City has obtained are located in Attachment No. 1 at the end of these Contract Documents & Specifications. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as clean-out 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 and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional working space is required by the Contractor, it shall be the SC-12 1 � � � ��J 1 � � ' ' � � , PART D - SPECIAL CONDITIONS D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragraph: C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. The Contractor will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth. D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATION Air Tool Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Flagger Form Builder (STRS) CLASSIFICATION RATE CLASSIFICATION RATE $7.554 $8.565 $8.255 $9.371 $8.920 $9.447 $9.345 $9.058 $7.733 $12.761 $5.598 $8.717 RATE Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Piledriver Pipelayer Blaster CLASSIFICATION POWER EQUIPMENT OPERATORS " Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 ""� Broom or Sweeper Operator $7.908 � Bulldozer, 150 HP or Less $8.703 Bulldozer, Over 150 HP $9.160 ' Concrete Paving Curing Mach.$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 1 � Posthole Driller Operator Roller, Steel W heel (Plant-Mix Pavements) Roller, Steel Wheel (Flatwheel or Tamping) Roller, Pneumatic Self-Pro Scraper - 17 CY & Less Scraper - Over 17 CY $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 RATE $9.000 $8.339 $7.963 $7.403 $8.138 $8.205 SC-11 G��4 � �1�C��iIn�L ��1 ��': G? , ° '�� . ��,��G�-��6 ��o PART D - SPECIAL CONDITIONS Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSING 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 service 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 be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other properry exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. In case it is necessary to change or move the property of any Owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. SC-14 � � �r PART D - SPECIAL CONDITIONS � 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 � Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s) including payment for flagmen shall � be subsidiary to the project price. No additional payment will be allowed for this item. D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction ' of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. _ fD-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water � and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay item. ' D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment and materials for this project. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Such review by the Engineer shall include checking ' for generat conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and � specifications unless such deviations are specifically identified by the method described below, 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 indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the � design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be 1 responsible for all dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and satisfactory performance of his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the � submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Y Shop drawings shall be submitted for the following items prior to installation: 1. All pipe ' 2. Reinforced steel fabrication for structures 3. Cast Iron structural appurtenances � 1 SC-13 ��VL��L� �S��CJb��l�l �� o�� r��a � �� 4+� f Ul�/v) C �U Up ��/n10 PART D - SPECIAL CONDITIONS 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing "" facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. '"� D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of "� the City to provide information or material, if any, which is to be furnished by the City. When such �� extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council ' for final approval or disapproval; and the action thereon by the Council shall be final and binding. .,, If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying � on the work, then such delay will entitle the Contractor to an equivalent extension of time, his �j application for which shalt, 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, • and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. ' u D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all 'j conditions which may affect construction of this project. Particular attention should be given to ,.� methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to 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 l of the Owner prior to the submission of the Proposal. . D-30 ZONING 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. � D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the �„� Contractor at his own expense. D-32 WASTE MATERIAL: All waste material shall 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-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 SC-16 � � � ,.i "1 � � � ' PART D - SPECIAL CONDITIONS D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Anv damape to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control � during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d ' Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. ' The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation/Public Works ' Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be , installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that � the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings � Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. � ' � J ' 1 ' 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other cornpensation will be allowed. 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 location. SC-15 �v'��G;1L� P��iU�.�� r ��'�� 'u �i � ° �� i<s �(i�� fe, � �a �t!"��.�� {o PART D - SPECIAL CONDITIONS negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liabi�ity and responsibility of City for �' injuries, claims or suits for damages to any and all 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 or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property of City during the ""� performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. ,.r In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Department of �--� Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date �� of such final inspection, unless the Contractor shall submit written evidence satisfactory to the � Director that the claim has been settled and a release has been obtained from the claimant � involved. � Although the claim concerned remains unsettled as of the expiration of the above 30-day period, ,� the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such " work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for " damages is outstanding for a period of six months following the date of the acceptance for the „r work performed unless the Contractor submits evidence in writing satisfactory to the Director that: � 1. The claim has been settled and a release has been obtained from the claimant involved, ,� or 2. Good faith efforts have been made to settle such outstanding 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 that the final payment to the Contractor be made. If condition (2) above is met at -� any time within the six-month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six-month period, the Director may recommend that � final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Department of . Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract or under a developer-let contract for City of � Fort Worth street and/or storm drainage facilities. ,� 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. SC-18 � � � �i -� Wii ' � � �W D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the ' Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. � ��i ' ' ' C � � PART D - SPECIAL CONDITIONS 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 rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Utility Electric) who will erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The Contractor � covenants and agrees to indemnify, hold harm�ess and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or ' property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by 1 SC-17 �� f � (��aC��Q� ��C�C��G1D � ��'ti� �"�� G�C�� Q�, �'� ��G�:��G�� o PART D - SPECIAL CONDITIONS described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City � Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, � mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually .� used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers ""� Compensation and all other insurance required by law or by ordinance. The Director of ,.� Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of � equipment to be used, but such work will be performed by the Contractor as an independent ,,,, Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision ►�. and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of `' Department of Engineering access to all accounts, bills and vouchers relating thereto. . D-42 CUITING OF CONCRETE: When existing concrete is cut, such cuts shall be made with "'' a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. ,,,�, D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in � accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The 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 shall have the following information: For Questions on this Project Call: � (817)871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends �, Any and all cost for the required materials, labor, and equipment necessary for the furnishing of , Project Signs shall be considered a subsidiary cost of the project and no additional compensation will be allowed. �+ D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project �j where mains are required to be placed under existing sidewalks and/or driveways, such � sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand � cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and ,,� gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification � for Construction, ltem 502. SC-2o � ' � �� ' � � � , ' i � ' I� PART D - SPECIAL CONDITIONS D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO AUDIT: A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 1. copies and under - 10 cents per page 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter D-41 INCREASE OR DECREASE IN QUANTITIES: 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 parry to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. � When the quantity of the work to be done or materials to be furnished under any pay item of the � contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either parry 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 are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as SC-19 ��0�1�1� 94�1��U:� ��' ��'�� r�� i��"z �� YP<��;'��`:;; �t�, J ...I� o —.-�.;..�:�..�_- ...._. PART D - SPECIAL CONDITIONS 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. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figure(s) A-D shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size Sieve % Retained #4 0-5 #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. Trenches which lie under existing or future pavement shall be back-filled per Figure 3 with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any re-testing 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 SG22 � �i � � � 1 � PART D - SPECIAL CONDITIONS Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances 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 � from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. ' � ' � � ' � � If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.''* " Revised 3/20/81 ** Revised 4/20/81 D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the 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 and 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. D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and A backfill under parking lots, driveways, gravel surfaced roads, within easements, and within � existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1 ' � 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 Sc-2, ,��f�O�GUG�� [�C�G�D (v LI�� cN�� G� ° ° II II tle V�i\"��'�Illlo ��U'Oo PART D - SPECIAL CONDITIONS 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: 1. 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 of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantiry 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 rehabilitation 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 Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS per Figure 121. Concrete collars will be required on all manholes specified as SC-24 � ....:. _.., _ _ � � � �� PART D - SPECIAL CONDITIONS ., � commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed � pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be � allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. � D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. � D-50 PAVEMENT REPAIR (E2-191: 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. All 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 shall be � backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be ' maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. 1 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. , Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches � outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job � placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. � A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. � This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. � � !l � � �W D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. SC-23 Vf�PU��Gs6-�t��G�G�I�.' ��1 ��!:�Q�� [�o ;�� `:'��I9 ��o PART D - SPECIAL CONDITIONS a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The "�' Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. 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 OF JOINT SEALANT: Each grade adjustment ring and manhole frame '- shall be sealed with the above specified materials. All surfaces to be in contact with the ,,,� joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to 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 `"tl sealer. _ 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the 'u frame and grade rings. Any frame or grade ring that is not suitable for use as determined ;,.,� 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. � In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls 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 seal. Place flexible gasket joint „� 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 SC-26 � i� �..........�. . .. .. . . __._. _ .....� � �. � � , � � . � � , , � PART D - SPECIAL CONDITIONS 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be instal�ed 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. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside 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 holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with 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 four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All 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 joint sealants as per Figure M. This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent- ' Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either e�ruded 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 � i SG25 U ��pr�� JU:L�.' ��i� ��vQ��i� �� r�� o PART D - SPECIAL CONDITIONS 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 REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the 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 properry (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 involving 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 demolished 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. 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 SG28 ; � .... . � J PART D - SPECIAL CONDITIONS � specifica�ly accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. ' In paved areas or future paved areas, castings shall 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. , 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned 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. 0 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, joint 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 construction 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 and/or sealing the manhole, including but not limited to, joint sea�ing, lifthole sealing, and exterior surface coating. Payment for concrete collars 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 of tapping crews with building owners and the Engineer in order that the work be � performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when '� taps will be required. Severed service connections shall 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 senrice line as required for reconnection ' and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be `LI �'� sc-27 UI�(�aC�9G�� G`?l��U°?U �D�i ��rG� ° °� ��o i��"�I" � �[��o PART D - SPECIAL CONDITIONS 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 inctuded 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 can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective 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 unit weight of 2'/z pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Tvpe of Utility,r Water Color Code Safety Blue Leqends Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation 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 shall be changed to the word Flagmen. B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until SC-30 � J -J ' ' ' � � 1 � � ' 1 1 , � PART D - SPECIAL CONDITIONS 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. Payment for work involved in backfilling, plugging of pipe(s) and al� other 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. Surface 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 incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, sc-2s uU�I�d�G�G�� 1��'�G�D ��' ��'ua ° °� � ��'�M � ,�.�,,,, PART D - SPECIAL CONDITIONS a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, 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 utilized to provide necessary fluid for hydraulic cleaning ' devices whenever possible. ,,, 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned 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 cteaning again attempted. If, again, successful cleaning cannot be performed or equipment fails 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 i� to avoid delay in normal working procedures, the water 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 apply for and receive permission from the Water Department. The - Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. ' 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the � downstream manhole of the section being cleaned. Passing rnaterial from manhole section to manhole section, which could 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 operations 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 to 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 monitor, ,,,, and other components 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. � SC-32 � � � 1 � PART D - SPECIAL CONDITIONS � � the proposed sites have been determined by the Administrator to meet the requirements of the Floodplain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without ' a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a � known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill � material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at their 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 furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed � substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the ' full responsibiliry of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability 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. 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 enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall 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 the 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 action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to �r� 1 SC-31 �� tl(r�� LS GJI�� ir��1 ��'G� ° °� ��'� �`�^!r'�M � `U L'�J �-:JJV� 0 PART D - SPECIAL CONDITIONS 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 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 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 televised. 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 sewers to a legal dump site. Television inspection shall include necessary cleaning (hyd�aulic 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 TV Inspections. The cost of retrieving the TV 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 required 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 govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: SC-34 � � �. � B. EXECUTION: PART D - SPECIAL CONDITIONS 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 television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV 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. � � � C � ' J � � � ' When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection videotapes 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 shalt 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. 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. uC��6�81�� C��G�@ SC-33 �� ° �� (?�' nhtn, ,i!�:��;�, I� �. � o PART D - SPECIAL CONDITIONS be of adequate capacity and size to handle 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. D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: 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 for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components 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. 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 television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV 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. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection videotapes 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 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 points. The television inspection must be done immediately following the lacing of the main with no water flow. SC-36 !_._.�._-•- - - -- � -- __.. � "� ,r 1 � ' � � ' � PART D - SPECIAL CONDITIONS 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 testir�g. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' ' , � 18' 20' 22' 24' 26' 28' 30' 40 sec. 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. 69 sec. 74 sec. 5 sec. 52 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. For Each Additional 2' � 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 which fails to pass the initial test must be repaired with a suitable material which � conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. ' Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. "� 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 rehabilitated 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 1 1 SC-35 �� Ir��6 6�.��il�� 'rG��?� ��o G��'�'��o ��o PART D - SPECIAL CONDITIONS Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control 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 deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to 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 installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures SC-38 � .i � � PART D - SPECIAL CONDITIONS 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 � to stationing as shown on the plans. A copy of these television logs will be supplied to the City. � ' ' ' ' t ' 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. 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 qualitv that the Enqineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be reauired to re- televise and provide a qood tape of the line at no additional cost to the Citv. If 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 cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. 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. '� � C' C � 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 own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or S�-3� � �(�D� �� L�C��D � �� [�� G�� o UV�:/��r��9 U�G^aa PART D - SPECIAL CONDITIONS D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: 1. At the Time of Contract Document Execution • ED-103-Contractors Act of Assurance • ED-104-Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A of these Contract Documents & Specifications. D-73 TOPSOIL, SODDING AND SEEDING: This item shatl 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: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas 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, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when SC-40 � � �1 � � ' � �� PART D - SPECIAL CONDITIONS current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall 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 1 shall provide ingress anci egress to the properry 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 SOIL: 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 or damaged by the Contractor's operations shall � be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning ' without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. � D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original � grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. '� � ' � �.� � D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. SG39 �v��lnl� D'��I�� :;��v� cr��: ��UWUSi� f�� IWk i�I��S�M il�"1 PART D - SPECIAL CONDITIONS DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivety to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equat or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Puritv 95% 95% 95% 95% 95% 95% Germination 90% 95% 90% 90% 90% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue to Western Wheatgrass May 1 Annual Rye Total: 50 50 50 100 SC-42 �l ' 1 � PART D - SPECIAL CONDITIONS transpianted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. � CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the ' requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. , a ' ' � b Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. 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 left in the block sodding shall be filled with additional sod and � tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the � Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the 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 � shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. ' 3. SEEDING � SC-41 U��O GD �� 'J�� 0� � ��;� °�►� r� °?� �� c_��N l��a t PART D - SPECIAL CONDITIONS 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 w- to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. " . ,.r RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 � with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate � soil penetration. * 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 and in accordance with these Specificatians. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. � �^+ � � � In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted `�` or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. ' CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to ""� be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry .� and in good physical condition. Fertilizer that is 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". SC-44 � � � � 1 � � PART D - 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 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 preparation has been completed and shaped to conform to the cross-section � previously provided and existing at the time planting operations were begun. ' � ' ' ' t � .� ' BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or 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. 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 to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. � After the watering, when the ground has become sufficiently dry to be loose and pliable, the ,� seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, � the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of ' approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting is completed and the asphalt is , 1 SC-43 U(��B�OG�� ?� ��,�� U� CNI�I,s��IfWU�U f��i �14;�'��;l�M� �I�"�. PART D - SPECIAL CONDITIONS 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 shall 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 substantial completion 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: v 1. The Contractor shall be responsible for taking measures to minimize damage to tree � limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or � structure installation except for short tunneling/tree augering. 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line �' or edge of the tree root system between tree and the construction area. �- 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified ,,� at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. ^I sa � 4. Nothing shall be stored over the tree root 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 shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. �'"' 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during ^' construction shall be removed and replaced with the same type and diameter tree at the � contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter ,,,,� shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. �^+ SC-46 � f � �.i � � 1 � 1 ' PART D - SPECIAL CONDITIONS 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 furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. ' All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. ' C� � C � ' ' 1 1 "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 "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL 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. SC-45 'J �� G,�� l�u 'v � u U C'��'r u� °° u ��, C�!��;��:�;`:�'?� a �(�o PART D - SPECIAL CONDITIONS � J 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 � Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as � follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. � Touch-up after field welds shall provide coating equal to those specified above. Minimum � thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade :J Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by the "'� manufacturer. y 2. SEWER: - Boring used on this project shall be in accordance with the material standard E1-15 and J Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the 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 ,r prior to manufacturing of the connecting piece. Any difference� 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 in�idental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to ,,,� keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction 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 INTERRUPTION OF SERVICE, Page C5-5 (5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS � AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. "� .J SC-48 � � � ,�i � ' PART D - SPECIAL CONDITIONS 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 of the concrete encasement. D-78 CLAY DAM: Clay dam construction shall be performed in accordance with the � Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. � Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for � work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. � � � ' D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D- Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The 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 elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain ' a safe and proper driving surface to ensure 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). ' ' 1 � ' � � Payment shall not be made for verification of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: SC-47 ��8��1�� }�CuG�D ��; ��' ��v G��Q� r�� M� ��r��M �r�� PART D - SPECIAL CONDITIONS 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. 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 furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall 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 all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one senrice 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 lock wings shafl be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. SC-50 � � 1, ,� , � � ' PART D - SPECIAL CONDITIONS The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other 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 addi4ion to those located in the field and identified by the Engineer. t ' � ' � � � � 1 �.. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption 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 location 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. � � SC-49 �`:��G1C . , W �: . U- : -..,,. :, �,�,,��,;� ��r�� G:'�� ; _:� . i�'� "d,lt'1'%: ; �; ;?��" 47?`V/ PART D - SPECIAL CONDITIONS Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, alt 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 Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department forces. Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newty 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 "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the establishe�d 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 shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 80.13 Water Sample Station: 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. � .., � � ., � SC-52 � � 1 >� PART D - SPECIAL CONDITIONS � Payment for all work and materials such as furnishing and setting new meter box shall be included 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 se►vice 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 applicable for the size of the existing service , meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). � 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service 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 service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an ' appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" � temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. � A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contr�ctor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or � replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. 1 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, ' � � SG51 V�U'uL�u�d �� UJ�U C��11 ��'CQ ° °� �io ��'��la ��o PART D - SPECIAL CONDITIONS D-82 DEWATERING: The Contractor shall be responsibie 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. 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 project price. D-83 TRENCH EXCAVATION ON DEEP 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: A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the trench immediately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. SG54 � ,dlf � � ' PART D - SPECIAL CONDITIONS The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. � PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. ' ' ' Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sarrrpling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all 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, m 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. ' ' � � 1 � 80.14 Ductile Iron and Gray Iron Fittings: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shail be revised to read as follows: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with 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. ' All 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- A down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, ,� horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. � � D-81 SPRINKLING FOR DUST CONTROL: ' All applicable provisions of apply. However, no direct contract. ' Standard Specifications Item 200, "Sprinkling for Dust Control" shall payment will be made for this item and it shall be considered to this SG53 ' '��(��BC�DQ� ��C�J�C► +`. � L Ur C'��r�CS UL'11� II 1 .,i 1 i� ' PART D - SPECIAL CONDITIONS 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity, Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no � roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. � E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. ' , Il ' , � ' 1 � ' ' � F. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D-86 TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock remova� and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. SC-55 u�f�BC�OI�� [��C��D � 0� � �� G?[�I��l �� r��M ��r PART DA - ADDITIONAL SPECIAL CONDITIONS DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ...............:.........................................NOT USED DA-27 BUTT JOINTS - MILLED ...........................................................................................NOT USED DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ...................................................NOT USED DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................... ASC-19 DA-30 NEW 7" CONCRETE VALLEY GUTTER ...................................................................NOT USED DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................ NOT USED DA-32 8" PAVEMENT PULVERIZATION .............................................................................NOT USED DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ........................... ASC-19 DA-34 RAISED PAVEMENT MARKERS ............................................................................. NOT USED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ................NOT USED DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ..... NOT USED DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC .............................................................NOT USED DA-38 CONCRETE PIPE FITTINGS AND SPECIALS ..........................................................NOT USED ASC-2 � � ,: � � � ' I1 L � ' � ' ' ' ' � LJ , � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ...........................................NOT USED DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ...................................... ASC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE ........................................... NOT USED DA-4 SLIPLINING ............................................................................................................. NOT USED DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT .....................................................NOT USED DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ..........................................NOT USED DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION .................... ASC-10 DA-8 MANHOLE REHABILITATION ITEMS ..................................................................... NOT USED DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................. NOT USED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM ...............NOT USED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................NOT USED DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ........................................ ASC-12 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ..................................... ASC-15 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER. NOT USED DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ...................................NOT USED DA-16 RIGID FIBERGLASS MANHOLE LINERS .................................................................NOT USED DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION .............................................NOT USED DA-18 PRESSURE GROUTING ..........................................................................................NOT USED DA-19 VACUUM TESTING OF REHABILITATED MANHOLES ...........................................NOT USED DA-20 FIBERGLASS MANHOLES .......................................................................................NOT USED DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ...................NOT USED DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER .............................................. ASC-18 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ...................................................... ASC-18 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ............................................... ASC-18 DA-25 GRADED CRUSHED STONES ................................................................................ NOT USED ASC-1 '�U'U'UrQ�L� G`'�lS�VU�l1 '� �� '� �� ° ° � �:.,�. �jlr'^ r.'�?M ' .��: �(�� o .. _.� PART DA - ADDITIONAL SPECIAL CONDITIONS 5 Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damaged. � C Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. Method of construction and restoration of existing sewer service connections. This shall include: 1) Detail drawings and written description of the entire construction � procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. ., 0 2) Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) 4) Certification of workmen training fbr installing pipe. Television inspection reports and video tapes made after new pipe installation. Delivery, Storage, and Handling: �� '1 � � � .., � '�1 � a. Transport, handle, and store pipe and fittings as recommended by manufacturer. � b. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further. c. Deliver, store and handle other materials as required to prevent damage. B. MATERIALS: 1. Polyethylene Piping Material: The pipe and fitting material shall be high density, extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe Institute) recommended designation of PE3408 and cell classification 345434C per ASTM D3350. The molecular weight category shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. ASC-4 J � P1 � � � � n 1 ' � ' t 1 ' ' � � � "1 � 1 � � PART DA - ADDITIONAL SPECIAL CONDITIONS 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. 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 to Part D- SPECIAL CONDITIONS D-61 SIBSTITUTIONS 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" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. 4. Quality Assurance: The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training ' in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. 1 1 ASC-3 ��COG�I� 6`��I�Q �r � �`ur ��!�G��IQ1� I?,? N�li �i(n'�� I�� 4 t�� iJl�; !r: f f1.. )� _ PART DA - ADDITIONAL SPECIAL CONDITIONS shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co., DFV1l 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 lateral piping and shall be reconnected as directed by the Engineer. �, 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. PREPARATION: 1. Bypassing Sewage: a. The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. b. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, properry damage costs and claims. 2. Line Obstructions: If pre-installation (TV) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the Contractor, with the approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre- construction television inspection reveals a sag in the sewer line, the Contractor shall be 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. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Engineer and the City. ASC-6 � �I �l i ' � � ' L' 2. a. PART DA - ADDITIONAL SPECIAL CONDITIONS The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be tisted 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 manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDR) and minimum pressure ratina of the pipe shall be SDR 17 - 100 psi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. a. The pipe manufacturer shall provide certification that samples of the production product 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. 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. � C. 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-Saddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All flexible couplings ASC-5 �� 8�0�� r,G�� ' c�[��rG°?�� I� �V��;�� ,M ?(?"� PART DA - ADDITIONAL SPECIAL CONDITIONS pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the "' wall thickness shall not be used and shall be removed from the construction site. „� The replacement pipe passing through or terminating in a manhole shall be � carefully cut out in a shape and manner approved by the Engineer. The invert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. � 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined �,,. on the job site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the � manufacturer's printed instructions. � b. The butt-fusion system for pipe jointing shall be carried out in the field by � operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and � alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for „� inspection by the Engineer before insertion. The replacement pipe shall be joined on the site in appropriate working lengths near the insertion pit. The . � maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site �t any one time shall be 600 linear ` feet. � c. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the missle all the way through, the � following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. 4. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. �, b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch chain through sewer � section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel '"� starter pipe and advance assembly until the rear of the steel starter pipe is . � flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching ' the cutter and head forward. ,,� 5. Anchoring New Pipe and Sealing Manholes: -� ASC-8 � � � . ,:. -} �....._......_.. .. ".._.. ._ � �. � � ' PART DA - ADDITIONAL SPECIAL CONDITIONS a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. If available, the Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upstream manhole and diverted to another sewer line or downstream manhole below the segment of pipe to be inspected. TV inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of Engineering for review. ''� b. Correction of Sags: Sags shall be corrected by open cut and by adding i� 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 shall be corrected prior to commencing with pipe enlargement. ' ' ' ' � � E. � 1 � � In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut or boring methods. The Department of Engineering shall specifically review potential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe construction to correct the sag. For pipe bursting methods, open-cut or bore construction, the applicable bid prices in the proposal section shall apply. 4. Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines". PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1. Site Organization: a � Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. 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. 1 ' � 2. Finished Pipe: The installed replacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement ASC-7 � �� c01�� G��Cu�D �� `u �"�'C��`�1�1� U Uo IG�1��'LC,U��p ��N:a PART DA - ADDITIONAL SPECIAL CONDITIONS Payment will be made for the quantities measured at the unit price per each listed. Payment shal� include required excavation and backfill, saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. 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 for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to pipe enlargement. 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration � work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. � � � � m .�i � .. 6. Testing: All cost for testing the replacement pipe by a pressure method will be —� incidental to pipe installation. DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: A. GENERAL: Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior 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 Contractor 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 Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. MATERIALS: ASC-10 � � � .� ... � J � � � .� � � ' "1 i� ' ,� ' � , PART DA - ADDITIONAL SPECIAL CONDITIONS C:� a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. c. Restore manhole bottom and invert. Field 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 external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resu�ting from any ground water that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: � Carrier Pipe Minimum Elapsed �; Diameter (inches) Time (minutes) 8 4 � 10 5 12 6 15 7 ' F. ' l "'I ' b. Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction Television Inspection of Sanitary Sewer. MEASUREMENT AND PAYMENT: Pipe Installation: Pipe installation will 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. 2. Service Reconnections: Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. ASC-9 ''� ��'GO�� '��U °l� li i;li 0� C��rpS °� U � �r�o 4'rc:%;��;��,n. ��.i�, PART DA - ADDITIONAL SPECIAL CONDITIONS a. L7 The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) 2) 3) The surface shall be thoroughly 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 material. r � � � � � 4) Spray the urethane or epoxy onto the structure wall 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 application 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 manholes 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 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 all 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-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: A. GENERAL 1. Scope ASC-12 � � � � � r- � � �1 ..� � � � � � � , � , � ' , ' 1 ' ' � C � 1 � 1 ' LJ PART DA - ADDITIONAL SPECIAL CONDITIONS 1 Scope: This section governs the materials required for 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% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Tensile Strength Flexural Stress Flexural Modulus Standard ASTM D-638 ASTM D-790 ASTM D-790 Long 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 protective 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. General: Protective coating shall not be installed until the structure is complete and in place. 2. Preliminary Repairs: a. All foreign materials 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 (1/2) 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. 3. Protective Coating: ASC-11 '�'��C�InI� ��J�� (�� q,f c�r`�} �.�fr�7� �% i'� � CIL:��:'u�:LSWtVL� II � II 1�'I��l{� )11� 'l��n-1 II 12I i PART DA - ADDITIONAL SPECIAL CONDITIONS 5. Mixing and Handling 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 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. C. EXECUTION 1. General Manhole coating shall not be installed until sealing of manhole frame and grade adjustments have been completed. � 2. Temperature 3. 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 Manhole 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. � 2) Place covers over the invert to prevent extraneous material from J 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. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. ASC-14 � � n � ' � . � W ' 2. 1 , II , � , 2 � , � 4. PART DA - ADDITIONAL SPECIAL CONDITIONS This section governs all work, materials and tes#ing required for the application of interior manhole coating. Manholes designated for interior coating are shown on the plans. 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 furnishing 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 Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. � Manholes 4. Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs 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 manufactured by Sprayroq, Inc. 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 Standard Cement Materials. 3 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: ' 1 � Propertv Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 ASC-13 Lona Term Value 5,000 psi 10,000 psi 550,000 psi �---- � ��O�U�� G��i?D �� ti� ��Q � °� '�:: C � �T��u ii �''� 11 ✓�1 �� 1��r:�' ��, l;`i! �? u , ��.-',� � � . PART DA - ADDITIONAL SPECIAL CONDITIONS This section governs the materials required for completion of interior coating of manholes. � 2. Interior Coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% r„� 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 Standard � 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 and/or 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 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. 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 "'i 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 �� ASC-16 '`"� �� 'J '�� Payment shall be based on the Contract Unit Price per vertical foot, measured from the 1 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 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, shall be paid for separately at the Contract Unit Price. � DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: A. GENERAL 1. � � E 3 1 4. 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 �il (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. 1. Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section D- 63. D. MEASUREMENT AND PAYMENT Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are shown on the plans. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. 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. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. Manholes PART DA - ADDITIONAL SPECIAL CONDITIONS 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). ' B. MATERIALS ' 1. Scope �---�- ASC-15 �i ��0�4 L� ff��JUS� �� ?�U? cr��U<� e e f�1� �1r�%;'�� :�;iM_ i�l��Z_ LJ PART DA - ADDITIONAL SPECIAL CONDITIONS testing necessary to trough and manhole actually grouted. complete the work. Payment for grouting of pipe seals, bench and walls shall be based on the Contract Unit Price for each manhole DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER: Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the surface-base-some sub-base removal for which the Engineer will select the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dump site. ASC-18 W "1 � ",� � � � e ., � � � u IJ � � "'1 � �, � � a � L�� i ' �' �� ;�, � C' � � ^ . � � D 1 ' 1 PART DA - ADDITIONAL SPECIAL CONDITIONS a. Manholes scheduled for interior coating are shown on the plans. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including 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, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialry cement-based product (Quadex QM-1 s 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 minimum thickness as required for the walls. 5) The final application 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 in side the manhole within 24 hours after application. � Testing of Rehabilitated Manholes 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 shall 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 D- 63. 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 all labor, supervision, materials, equipment all ASC-17 �^��C�G�II� U`��VUS� '` �� ' ��' �Q�� p� n%.i�� I? 11 I�P,+t�il)tr T� �nl. 11 i,, . PART DA - ADDITIONAL SPECIAL CONDITIONS The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown in the figures and details 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: Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utility cut: 1. Place safety signs, barricades and/or other warning devices where necessary and as required. 2. Replace pavement to nearest joint. 3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas requiring repair. 4. Saw cut along marked lines a minimum of two (2) inches deep. 5. Remove existing concrete. 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. 7. Place and finish concrete. 8. Clean up job site, removing all debris. ASC-20 � � -,1 ' � � 1 � 1 L' C� ' � ' 1 � PART DA - ADDITIONAL SPECIAL CONDITIONS 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 shall be a minimum of 2 inches. Generally the existing H.M.A.C. pavement thickness will not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CU� ASC-19 .,,.., ... . . ��1�8��1�� C�C�U °l� ��:��' ��'C� a �� . �� "��f��f�. �►�� u \SP��'l',.� r u , .� a � ' ' � "! ,� � � 1 1 1 1 ' , 1 ' ' 1 1 ' ' 1 PART DA - ADDITIONAL SPECIAL CONDITIONS 9. Maintain traffic control devices to protect the area until the concrete has cured seven days or concrete achieves 3000 psi compressive strength. E. PAYMENT: Payment shall be made at the unit price per linear foot as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools and incidentals necessary to complete the work. ASG21 i�� e�� D �� c�� a�� o �� o 1 ' ' , � ' , , 1 , ' ' 1 ' ' ' � � ��> E��:� ,� = �;>�� , I' �' PART E I ;. .,, � : MATERIAL SPECIFlCATIONS ;; TECHNICAL:SPECIFICATION FOR MANHOLE JOINT SEALING _ � . '; ; : ;, . ��_.. I�: ��s: _ u�� G'��G�G Ca�� c"��is��,��?°� �� '.... g�r v��;5�1M _ �� ;r ,. o C��,; , ; � .. � , _.... . ' � � PART E MATERIAL SPECIFICATIONS SECTION E — SPECIFICATIONS JANUARY 1, 1978 �' All materials, construction methods and procedures used in this project shall conform to Sections � E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications, together with any additional material specification(s), construction(s) or later "`' revision(s). (See revisions listed on this sheet). Sections E1, E2 and E2A of the Fort Worth Water i�,,, Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and �,� such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. INDEX E1 MATERIALS SPECIFICATIONS 'I E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and correct P.I. values as follows:) c. Additional backfill requirements when approved for use in streets: � (1) Type B Backfill (c) Maximum plastic index (PI) shall be 8. �' (2) Type C Backfill - (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. '� (b) Material meeting requirements and having a PI of 9 or more shall be � considered for use only with mechanical compaction. � E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95°/a Proctor density except for paragraph a.1. where the "95% modified Proctor density" shall remain unchanged). � (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. � E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density" shall remain unchanged). � ' `JIj.� ��: �U'.'6 �C:'I�'�i ;; ;:`,i�ljf�� ((� �'�I�:� U�. V IV ; u ji! ��I\ LII�: ;/�'��1� i_ � IS r � �i+}'p] ;� I; t'�;�.:��ii'ir� li�. I;fS 1u .. _...�. .........��...._.�..�� PART E CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT TECHNICAL SPECIFICATION FOR MANHOLE JOINT SEALING A. GENERAL This specification covers a cold-applied performed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections. It governs all manholes, vaults, etc., constructed for the City of Fort Worth Water � Department, excluding only the joints using a trapped type performed O-ring gasket, and shall require a bitumastic joint sealant in all joints as per Figure M in the Standard Figures & Details. B. MATERIALS r � This sealant shall be preformed and trowelable bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick or equal. The joint sealer shall be supplied in either extruded rope-form of suitable cross-sectional area or flat tape form and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The joint sealer shall remain totalty flexible without shrinking, hardening, or oxidizing reg�rdless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a performed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. C. INSTALLATION OF JOINT SEALANT i,.r Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of r dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to L installing the joint sealant in accordance with the recommendations by the manufacturer. The protective paper wrapper shall remain on the joint sealant until immediately prior to �, placement of the pipe in the trench. After removal of the protective paper wrapper, the joint sealant shall be kept clean. Install frames and covers over manhole opening with the bottom -"' of the rings resting on bitumastic joint sealer. Manhole frames and covers shall be McKinley, ,,.., Type N, with indented top design, or equal, with pick slots. � � 2 L� 0 Frames, unless otherwise shown on the drawings, shall rest on two (2) rows (inside and outside) of bitumastic joint sealer. Grade adjustment rings shall also rest on two (2) rows of bitumastic joint sealant. 2 ��;��1�� G�C�C��G'.�� ,�G `�' ��C�� G��G'�r � � 2"�7 �o �',�.;��`l��'-�k Zl�f�o � � PART E D. SEALING AND/OR ADJUSTING EXISTING MANHOLES Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. LY 1. Remove manhole frame from the manhole structure and observe the condition of the frame. The existing frame shall be used wherever possible. Any existing frame shall �' be used wherever possible. Any frame that is not suitable for use as determined by � � the Engineer shall be replaced. Separate and observe the condition of the grade adjustment rings. If the grade rings are loose, deteriorated, broken, or show � structural defects, replace them in accordance with these specifications. Replace adjustments that are constructed of brick, block, or materials other than pre-cast concrete with pre-cast concrete rings, or where necessary, and approved by the � Engineer, a pre-cast flattop section. Pre-cast concrete grade rings, or a pre-cast concrete flattop section will be the only adjustments allowed. 2. In brick or block manholes where it is difficult to determine where grade adjustments and walls meet, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade adjustments or manhole frame. Existing brickwork, which is structurally satisfactory, if damaged by the Contractor, shall be replaced at the Contractor's expense. 3. Wire-brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed with an application of quick setting hydraulic cement to provide a smooth working surface. 4. If the inside diameter of the manhole is too large to safely support new adjustment rings or frame, a flattop section shall be installed. 5. Joint surfaces between the frame, adjustment rings and cone section shall be free of dirt, stones and voids to ensure a watertight seal. Please a flexible gasket joint material in two concentric rings along the inside and outside edge of each joint, or use trowelable material in lieu of preformed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. Not steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. 6. In paved areas or future paved areas, castings shall be installed by using a straight �i edge not less than ten (10) feet long so that the top of 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 '�:;��0��:01�� [�C'JG?'� �`�� 'u' c�C��[�Gf`� �sl�, ��'�(� � �'�� f g �i b� va � �� PART E 7. Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than (1) inch or less than one half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the stop of manhole casting for not less than three (3) feet each direction to the 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 re-graded near the manhole. 8. 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. E. MEASUREMENT AND PAYMENT The price bid for new manhole installations shall include the cost of joint sealing and payment will be made from the appropriate Bid Item(s). For existing manhole adjustment and/or sealing, the cost of sealing shall be included in the appropriate bid item and payment will be made for these items. 1 1 , ' 1 ' 1 ' ' � ' 4 '',�''��OG�6 ��:'�J�'�l�' � '�.�f l br ��'r��Iu��i� '��f t�ij�Jl��:;��n, r`;i �. J.r ��'co ......... .. ... . . � :��= ':� � t � � � 1 � � 1 1 , � 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 Project Number PS58- 070580174970 WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION CONTL�CTOR BY�_�� 1��/� l �� C�/�' Title /-a/��r; Date STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared lG; /�i 4m ��i� �Z known to me be the person whose name is subscril�ed�o �he ,fore oing instrument, and acknowledged to me that he executed the same as the act and deed ofG��;qm �.5c-�1�u.�}"j � JJ� �% for �e purpose and consideration therein expressed and in the capacity therein statefi. C�✓� c�� (' (`vr S.�T cy�/ ; dti �� GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of lfii� J . .�` c�G�.'� i� . ,- � ' I �" � � � �. ��_ -�� Notary Public in nd for / the State of Texas l �,� (��8 �Ol�� f�C'JGi@ (� � U U C��LS�� P�LS W1V� II . .. L' Uu UV�1!�-;'UpVp uL7G'Uo � � � � � � �i � VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident bidders (our-of-state contractors whose corporate office or principal place of business are outside of the state of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. � Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), our principal place of business, are not required to underbid resident bidders. Our principal place of business or corporate offices are in the State of Texas �. PROJECT: SANITARY SEWER LATERALS 1629, 4805 & 7375 REHABILITATION (MAIN 161 & 221 DRAINAGE AREAS) SEWER PRQJECT NO. PS58-070580174970 D.O.E. NO. 2833 BIDDER: � � �,,�:11,U �, �-��ikl�� ,�, �� %� �} y� C, '�^ (.� �� l'G�YI S 1 f GL C// , U� �Company Name � , �1 1 �D rl �O�• l�! X %(��y(� � City State ZIP ii � � � By: Signatur Title: ��r // ! a %�� V . � l�/ �l ��Z (Please Print) j,� ' �� / e: ---ls�d��' /.� /' �r �° `.z,/ (.1 � � (Please Print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION �,� V �a� ��h ��_��: ��G�D �� 0�' �"C�� E'�� ° l� C�. �, �� l:`:`��g ��o � � BOND NO.: 6040208 PERFORMANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY, a(2) Corporation of Texas, hereinafter called Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA. a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and e�sting under the laws of the State of Texas, hereinafter called Owner, in the penal sum of �j **Two Hundred Forty-Six Thousand, Thirty-One and No/100** ($246,031.00� 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 severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Princi al entered into a certain contract with the City of Fort Worth, the Owner, dated the day of J�N 1 1�OOQ A.D. 2000, a copy of which is hereto attached and made part hereof, for the construction of: Sanitary Sewer Laterals 1629, 4805 and 7375 Rehabilitation (Mains 161 and 221 Drainage Areas) �" designated as Project No.(s) PS58-070580174970; D.O.E. No. 2833 a copy of which contract is hereby attached, referred to and made part hereof as fully and to the same extent as if copied at length �I 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 cost 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. ' � t-J F-1 u`''�� ''��i'�� L �i;, � ��_�j� ii' ��i"iI�;�L) C:o U L—_� �`;'.�iC�� u'tif �"��'�'�ri��,'N� 1'� � r.� �� 1��;,� �;:`�� '�� o K � �� PROVIDED FURTHER, that if any legal action be 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 C 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 obligation on this bond, and it does hereby waive notice of any such change, e�ension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which � � � � � � � � � ' � � r � shall be deemed an original, this the ATTEST: .�� ,1, (__ � � �� (�rincipal) Se�etary (S E A L) ATTEST: Witness as to Principal WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY PRINCIPAL (4) `f 3 a BY: G ��'":..: ..'�. Wil am J. Seft'ultz, President P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSURAI�I�E COMPANY OF AMERICA (Address) ' Surety BY: ��l �-��/�.� =-�l�'��C:�� /� - ' (Attorne�-in-Fact) (5) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) (S E A L) (Surety) Secretary , l i,.�%I�l TZ"�i � I-��(l.(,��.. v G Witness as to Surety Cynthia N. Klutts 234 Emma Street, Fort Worth, TX 76111 (Address) (DC-5/21/70) NOTE: Date of Bond must not prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Conect Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. �: -��f�� Ol��s G�� G�D F-2 ��`=�;`��` ��°;G�� ' Q°� �� Jr;Vl�p ��o day of �AN 1��OOI� , A.D., 2000. I S� SAFECO" � KNOW ALL BY THESE PRESENTS: POWER OF ATTORNEY That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint ******************************JOHN A MILLER; SHERYL A. KLUTTS; JOHN A. MILLER, II; K.R. HARVEY; Fort Worth, Texas************************************** � its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 21st this , 1999 1 .� �.�' �. �, .��c R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT � CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-0f-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the ioregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation ' � �rG��PO�r�`�\ �. � SEAL � a �s�r 1953 0�► , �or` wAsM� �3-0974/SAEF 7/98 �� CORPORATE ' y SEAL �y x � . 1�2�/, ��of WdS��i SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 7498 day of April day of � � � . � • �2.A. PIERSON, SECRETARY . - .:::0�"_� �?[�C�'�'�'", ';!�ri��ii' ti �,_L,I ,r I� ��,f �,[��;JG� ° ��V li � �rFYg�} �'�}I jf�l. �l`�c:^�� Registered trademark of SAFECO Corporation. 4/21/99 PDF � BOND NO.: 6040208 PAYMENT BOND THE STATE OF TEXAS � COUNTY OF TARRANT � �"' KNOW ALL MEN BY THESE PRESENTS: That we (1) WILLIAM J. SCHULTZ, INC., � DBA CIRCLE "C" CONSTRUCTION COMPANY a(2) Corporation of Texas, hereinafter called Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized and ..� existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto 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 Forty-Six Thousand, Thirty-One and No/100** ($246,031.00) 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 severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a � certain contract with the City of Fort Worth, the Owner, dated the day of ��N 1.� �� A.D. 2000, a copy of which is hereto attached and made part hereof, for , a copy of which is hereto attached and made part hereof, for the construction of: Sanitary Sewer Laterals 1629, 4805 and 7375 Rehabilitation (Mains 161 and 221 Drainage Areas) designated as Project No.(s) PS58-070580174970; D.O.E. No. 2833, a copy of which contract is hereto attached, referred to and made 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 sj labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond �„ as provided in Article 5160 of the Revised Civil Statutes. - F-3 �� ,� . �,: ��, ';� li 1,�� ,:, -U �� u�-':�_. u.'_l�� J�.D �;; ��'ur C��'�; Ue1�� , ��"l�''l�C�q VU�o � � � � � � � � � � � � � � 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 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 ai%ct 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 or to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the ATTEST: �� ,%� � ��G� ,, G�'�GG�� (Prinqipal) Secreta�y � (SEAL) ATTEST: Witness as to Principal P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSURANCE COMPANY OF AMERICA (Address) ' Surety e '`� j � �� i BY: r 'Z�-'li�-y�- �� y.�ti _,,�,�.'' ' (Attorr�y-in-Fact) ( ) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) (S E A L) (Surety) Secretary /l.,;��'�'i 16'Clt, �(. � � - � `�Witness as to Surety Cynthia N. Klutts ' 234 Emma St., Fort Worth, TX 76111 (Address) � C-5/21/70 (D ) � day of � n w�� A.D., 2000. WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY . PRINCIP (4) //` � _ '/' BY: - Willi J. Sc�filtz, President NOTE: Date of Bond must not prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. ,�� , � F-4 "':�I�Pu� �:ri I`:�'�;`��'a�� C�� c�`�� G� r� G��i� �� r ;�i�.��wf ��o 1 �� 5 A F E C Ory POWER I OF ATTORNEY � KNOW ALL BY THESE PRESENTS: SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 7498 � That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint ******************************JOHN A. MILLER; SHERYL A. KLUTTS; JOHN A. MILLER, II; K.R. HARVEY; Fort Worth, Te�s************************************** D � its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 21st day of April , 1999 � �� R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT s CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELIIY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or tundertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-0f-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the �foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. �IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this day of ' � Go�PORp�,�rQ v,; � SEAL � s,�l l953 �t. F�f wAsM�` �S-0974/SAEF 7/98 CORPORATE ' SEAL , x � . �Q.��a--r�-. �, , I . ��r',�'r� R.A. PIERSON, SECRETARY ��'�i�.,��1�(s:15 V�ci (r��'r n11�'�l �,,, 6 ��II .�' U '- (' ;' n,�uz" ;c�?^. i i,- ,, ,,, .. .� i. (t,; q�, � Registered trademark of SAFECO Corporation. . '. .�..�- 4/21/99 PDF � � THE STATE OF TEXAS � �'" COUNTY OF TARRANT � BOND NO.: 6040208 u:l► �� :• � KNOW ALL MEN BY THESE PRESENTS: That (1) WILLIAM J. SCHULTZ, INC., DBA �„ CIRCLE "C" CONSTRUCTION COMPANY, as Principal, acting herein by and through (2) William J. Schultz, its duly authorized President and (3) SAFECO IN5URANCE COMPANY OF AMERICA, a corporation organized under the laws of the State of Washington, as surety, do hereby �"" acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation, chartered by virtue of Constitution and laws of the State, **Two Hundred Forty-Six Thousand, Thirty-One and No/100** Dollars ($246,031.00), lawfully money ofthe 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, � WI-�REAS, the Principal has entered into a certain contract with the City of Fort Worth, dated JAN 1 1 2000 for the performance of the following described public work and � the construction of the following described public improvements: Sanitary Sewer Laterals 1629, 4805 and 7375 Rehabilitation (Mains 161 and 221 Drainage Areas) all of the same being referred to herein and in said contract as the Work and being designated as Project � No.(s) PS58-070580174970; D.O.E. No. 2833; and 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 of 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) vear; and �WI�REAS, 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, �� F-s t ; i� �,yu� �� '��e��'G�� G ��' G�l� tr -pS�,G (r��,?. e� F/c; e � ^ ; r i� C �.:: ��: �:1 � �I r �•�� ;�,-.;(�j , .._ . !' `i° ;��''? ;�:?6 � Ily ��G�a � � J ' J ' �, ' � � � i�r ' � � � � WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. 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 as prescribed by said Contract. This obligation shall be a 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 JAN �, :i �oc�� . ATTEST: %�� L� %' C ��` � (Princ�pal) Secretar� I (S E A L) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY PRINCIl'AL�4) . ;� � B- -, �'-�',� Y � / r�� ,---„;,.. ji c�l� - _ VYitliam J� �chultz P. O. Box 40328, Fort Worth, TX 76140 (Address) Witness as to Principal (Address) ATTEST: (Surety) Secretary SAFECO INSURANCE COMPANY OF AMERICA Suret BY� '� �T:'"l� _ �/ _ l �� (Atto ey-in-Fact) (5) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) NOTE: Date of Bond must not prior to date of Contract (S E A L) � �� l/ � ,�1.�(� I G'G�t� �� C..�.!�li:� v �Witness as to Surety Cynthia N. Klutts 234 Emma St., Fort Worth, TX 76111 (Address) F-6 (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A tnze copy of Power of Attorney shall be attached to Bond ry�� x-}�..-� J e+� �� i II�C i'> h�.I�iC:�O � G _;� �v�U J N�'C��U�� t c� U ��., ��'�-� U`�`l��a ��o , , sAFEcoN � CNOW ALL BY THESE PRESENTS: SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE. WASHINGTON 98185 No. 7498 "hat SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint ******************************JOHN A. MILL�R; SHERYL A. KLUTTS; JOHN A MILLER, II; K.R. HARVEY; Fort Worth, Texas************************************** 11: "s true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character ssued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents iw POWER OF ATTORNEY this 21st day of April , 1999 � ...�Q'.� �. � ��,,��c R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT � CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that �urpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any ��strument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or mdertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not ,�„�e necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA � and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and " (iii) Certifying that said power-of-attorney appointment is in full force and effect, e signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." �'", R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the oregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. .�N WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation � this day of � � G��P��ri�'r�''�� . � SEAL � a sr�l 1953 0� � �� wASN�� i-0974/SAEF 7/98 ' CORPORATE '"� SEAL �I . x � �i � ii+� " � � �� L �'r .; ui:�.._ �:'�:;�� p Q� � � [�''u' c"!�'� °?��'T�� I ��^��Ir �'�.7 ,, , ,; �� 0 .�`�.JUL�.^. ' ;.''10 % � � i � R.A. PIERSON, SECRETARY � Registered trademark of SAFECO Corporation. 4/21/99 PDF ,, P! IMPORTANT NOTICE � � To obtain information or make a complaint: You may call the company's toll-free telephone number for information or to make a complaint at: 1-800-472-4455 You may write the Texas Department of Insurance P. O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 PREMIUM OR CLAIM DISPUTE5: Should you have � a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas � Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This � notice is for information only and does not become a part or condition of the attached document. � Prescribed by the State Board of Insurance Effective May 1, 1992 1 � � ' 1 ' ' l� J AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llamar al numbero de telefono gratis de la companla para informacion o para someter una queja al 1-800-472-4455 Puede comunicarse con el Departamento de Seguros de P. O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente or la compania prlmero. Si no se resuelve la disputa, puede entonces comunicarse con el Departamento de Seguros de Texas. UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. Ordenado por el consejo Estatal de Directures de Seguros, Effectivo el 1 de Mayo 1991. ,��G�� 8�d �'�C�� (l 'i�%� ��1 `r��(;Jel �C'f�`�v% c: C�� : U SU.'�fUc U z� f�;y;, =;; :,�� n, ��. ;,<_:[�:,;��., i1G�tin � � � � �� ' � � i � � � 1!! r ' � ' � � � PART G - CONTRACT THE STATE OF TEXAS COUNTY OF TARRANT � � THIS CONTRACT, made and entered into `�AN �' ��t��J�l by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CON5TRUCTION COMPANY of the City of Fort Worth, County of Tarrant and State of Texas, Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH: That for and in consideration of 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: Sanitary Sewer Laterals 1629, 4805 & 7375 Rehabilitation (Mains 161 & 221 Drainage Areas) Sewer Project No. PS58-070580174970; D.O.E. No. 2833 and all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, bonds, insurance, and other accessories and services necessary to compete 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 of the Contract Documents hereto attached, including the Fort Worth Water Department General Contract Documents and General Specifications, all of which are made a part hereof and collectively evidence and constitute the entire contract. G-1 '�;'�I��OG�:�_ 6`_';�'�J�� b^ � U t'' C C' � U�� °° tl � i N� � � _ �� ''�"�;�'l'` o �[�o � �" 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. accordance with the Proposal submitted therefore, subject to additions and deductions, as provided in The Owner agrees to pay the Contractor in current funds for the performance of the contract in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WI�REOF, the Parties of these presents have executed this Contract in 10 1 � � � � � � .� 1 ' ' � � counterparts in the year and day first above written. CITY OF FORT WORTH, TEXAS (Owner) Party of the First Part � � . �v,,.,:, �� ..�. By: �" � '�-�''`:: Asst. City Manager (SEAL) Approved: -� � ' .� c� ��- �,-.� . A. Douglas Rademaker, P.E., Director Department of Engineering CW APPR VED AS TO FORM AND LEGALITY: ��` ��\ i Gary St '� rger, Asst. City Attorney � � , � �� I Con�„�cact Authorization /— J � — �v nate CW ATTEST: � �� ; , ,e c.z��' C1ity Secretary '� � - 8"�v CONTRACTOR: WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY � �, �,�, ., 4 By: ,:;". ,�. , ' .� illiam J: Schultz Title: President WITNE�SES: � � , �� %,i �� / �� f�pCD�� '�t��i�;C G-2 !� ��'bf � C�� "� G?� �Uo VU`✓�'�IIU� ��1Na ' 1 t ' , 1 1 ' 1 ' 1 1 t 1 ' ' � 1 ��K �� y Tj, i ' ` STANDARD FICaURES & DETAILS . : �� f. �;;��0�8�� ►��D . � U U Ur C�ll�� It`�S �,'UVc U � c r�, �� u� �4 ��:l��l ?��o .___.r.._ � � . . . - .,�, . - . � � 't..; � y� �.. v. ii�j'..��' �.i r�i 'ti4" • � '�f�., .1��• i: Na1:: ��• S�'� 7.�� :� :, � :�{:!�_S. •r, .' f.e � :(' � c �; ' ''1�;"'r � y" '':'i �`?'�;�` ��• : :. . . � .. �.,-��:�.. ..,,�.� '',��; ��,,�cL;,� y?,r" �i:-•: 4;.;j:; �,��., � �' t � , . . �.�� ,�.,,:��. ..:;.�.,; �p '� �►j� ,�;;��:��f�,�:�.��t. � � � , .. t .�� . . I, 3 , +� !�� ■• L :•1r ti��. t r . r 'j � � �'� � �wn V? � u y�� , •l , •`Y •y• .� R .•�. J�i•v�:•f :�..� �.1� , � 1'i ��•' -f.• .1i , , ; ��' '•� • • S. i �'. :'r � �: . 'i �:�,1. , :•`j� �J, � •:f � • �� i':i•id •�� f,1� • ��,�� :r�'�kvi' ' 7 , . , ' � p�Cj��'�• � 'j� t��, �� 7} , . t � . � . .., , � �;��•l11J�1.1 'i� .,� :��'... �!" •.'��.� �1 1„ii' +; � .,,;l1,+, €�a �a �I�•j�.}'., R., l� t♦ ►b � �I � s�� =1 l. y � r. ��,M. •� � . ��• .. �' , �. .r r ..I� � �. y 5�=�,i1 r'u t . , . f; - � •. , , _ . t.. U � . � . ii: .;> .•� .; : 4 c.f �t ,� � p�t ii�is .. � � . � i � , ,. _ . . : .. . . ...:.. .... : : .. .. . , _., . :..j...:.,:� ues iu s ri�i�je� ; c� 71•�9ila (�VV��1cc�ti�►� �7:�#Ii��i.tii �- �� 1� i�i1i `''�� . . ' ... ' � � ' ►•'J ;;;. Af��r-ltdlui•s �v�te�• �h se�l►i�i� �iii�i��lYCl�g� ��# � ' ,�: .:. ,.:..;,:..;.: ��njj '' � - ;?; �,•, . � � . , �, ,,,: �!IJt71111 ��% �'. . f,: ..'C� . .. • • .. .j....,..' ..: ��. �. � :�. •i ..{. .i.:;.�.� .. ;:l" •��' ��i` •1':i;i �,:.i�� ':':'flr.i'�.. �� ,1: ;►• ' `�. �,� i,�.t!1� 7'.J��. 'f'�.. lt•;.••'��,I,�'?�:�t'�.��.y„p �(`�•n�1 �',:�� ,..�� :•,:,; '`,,. �.��,,.� '�i `�:.�• .i�;; � r�; r 1:� 1,s,.1r • :, � '• •° e.., , .t�� 1��,i' u.,:, �.r �' ;,!•••-!•�• '�"rP:• yi6�• 'ii , . . .'• '• •�' .j� :I'1. ,i� •�"�i:.�{' i• '�w.i. .1:• ,.•''•�,:,,:.�.°� :e' �!.i�''4 �i �,�:`f°Fi.s�•%'��}�f�..�t..�.i.;�s.,.l...i�wu.�l��. �, '1., � _ .� 4��••' ' '. � . 1.� . d:� �� ,� t i,!, .�.. , i i � a. ��.i. � _ ► . . L t. ) ' n.; . :,S � r . Ci . . �. �}�'•: • ' ° .,t"'.. r•�• i .q �1L /r a^.Y. Y - �'?.•.�.: r. :.i ��*_' a. � it ' 1r�iT'�.:��5�•.? ta�' �`•:7:�'s:��:•:'r:�.i?L'.�.. .is. _ _.:'�•_:�.: �li ' ' , 1 1 � � ' 1 ' ' ' 1 ' , ' 1 ' 1 r�,� � <,,. � �' SANITARY SEVii ; ��(�(�9C �Qft G"isrt�:�JGI� ��' �"�'':-�' +° ° 1`T U Un U'v�L�:��UUg ��iNo '...�iere M.H.'s are in street Stall two or more courses o` - ��k or cencrete grade rines �, ween cas�in5 an� top o` brick .�e, or concre.e slab. 1 � � .,e Cas; Iror, Pi�e to irst J�int B�hin� �"'�� ri t o' �xcava: i �n � (1� c � � , � � i_„ � � ' � 2�� i ( � (,_i � � � � �' 1;' , n "—a � �"'"I �' ��II I I M.J. Casy I � �� li tror iee I �� I I' p."'� I I r r r l'.J 1�� '� s ; � � =, i N \ r-, I , �7RC. r.�I � zr�:i��J � - �i-{ � _ V � �i J � ; e' � r � i;� i. o' 1 �-�� — — � K c a v a,, c r---�� i, •= - � � ��;; i j J I - _I > � ..� 1-�� 11;( \ I � l:i� � o' . � �li t ' `. , �. J • ' • ' � �I�� { ihrus� Bloc:< to x;enc 6" In All irec:i�ns `ron Irr•�tsiCe Diane:er Pi�e � � �. - -1-%� / / / / 1,'here M.H.'s are built in streets to be pave�, M.H. rim to be set to prop�sed pavinc grace ;J_e 5_an�ard 4`^' ( � ^ � p•� 1 ;,�. „2= �=.M. or � .:al '"..�. Frare = ' L�'/�' c�; i„ '''�, .2r 1-s,=i ; a",.H. Ste�� _--� a; in St�nr�rc 4 - �_ ,. s � r _- ��'� '-�==_ � �;�� u O / .-��y =-��.-, r;.�. =-�'^-C" � ~ _, ,-_ C�r-'c� /J ��e^� i r�� v i ce / `v i-v 5�ub -x.en� i on �+t �� r=��_'�== _ Se /�nc o- P.�. in M.H. � �_a„__-� r:, D� / ria � 1 / .. ^ � i �. � � 4 F�_`yV1C3� � ;- S � o�� , �,,, � ; � �� ' ` 1 � V�-"�a �, I � � 1 �0 3/- '�.a' � �in� or Pipe . o � �g�� .. -� : 0 . . . ♦ � . . � . . . � ' � • a I d . , . � ��. . ' . • � . . . . C � Gr�u:e�' Inver�\ �5z LOOC,= Concret� � -' �ia. �or sewer TYP I C�+L S�CT I ON �� : r �C � I I I cia. =' cia. for se�.��r �i�e 21" to ,..,, • � � �. I C . STANDARD FOUR FOOi DROP . U�G;Lf /�'' `;'rrr �J Acc �ss MAN NOI. E '�"" � J ��a � -:� c. � � ��` ��[�� G'� !° �l� F I G U R E I 0 7 �� n��;��,��it� �?��z� E 1-14 Mater-i' - �. E 2-l�+ Cons_ruc.icr �•+., S;anda'd Pipe Fi[Cincs shall be used co forr.� inveres or junction -,ar;-,�l�: ��'�'� p=55i71e, wiCh insLalla:i�n c5 tollow�: � I. Pipe fitCina. � 2. Pour manhole tloor [o spriny I ine ot t itt iny. j. o'eaK ouc top oi fit:i�C Co spring 1 ine. -� � 4. P�ur re��ainder of na.^�nole ir,�.er� to pro�• � oe vert ical irner; �•,o' I u� to - j/4 poin[ ot the larc�r v:pe in�ol �ed, as oecai leo• ' " _:eel trowel r in�;h ir,ve�: ot nanhole. � ;• , Wr�en special sicua:ion;;,ronioit us2 ot stan�ard pipe �it[�ncs a_ =o��e �.:'.I��ec, � the invert shal l be `or-e� o* concrete ar.0 steel trC��el i inisned �� r��ic? =� �' I�" tunctional c�aracceris:�cs �� C�052 atrercec by the ac�ve ir,�:alla:�or. �-,,er�- _r - • �"tU5 fOrC�eC S�la� � be d�=�G�; I��2'� L'J the �^.0 I^E?' � 5 Sc'i I� � 2C; i0�,. � Y A � . ♦ i� / � �- / � / / / � / , r-� �„ ---- � — �-1 — ---� � , / ! �� _ o, � � �, I . I ' �� I / ► ! - � _ _ _ �, �, � � �� _ � � i � � � �. ,� � � � �_ �� v � � �ypical ��ar ' H o` M.�. Bottor In Junction Manh�le: '�' o' r .�. -.. • • a • . , p' . . • • � • . .� ' � � • . y . . . � '„ � •�• .b . � � � ' Il i . . , `4 : . . . • 'o � s . p� �d. , �' ,',.� : 1�i ,s ' :'� .1 .•`• i � :, , �Cr,C -� _ p '� ' ' �. . , ' a,. , .. ' . ,. • . ;', , - �� ; a: " • • ' �la��'�+ • , • �O. ,� , . , .. .' •''. °_'�", '• - Sec:ion A-A JUNCTION MAN HOLE BOTTOM FIGURE !08 ,��U��:�V��_;l ��D Ii ��'� rr�� C� t �� = r. �, U e .,.: � ��.. ��';7<= .,• •�',M: N lS�o ��.�-�_� E�-i�: ,,. �C'SL,-.-_. ion EZ-�-* � Minim�tr,� 2 rows prefa-m d�ii f urncs� ic , ja, SeQ,E�rrt (R, :m-Nek cr c,.^,�pr'� equa/�. .Hc►.w l� �.i�•c Coy, r.-rtc a- .(.S. T. �!. C-¢T�' p-c.^arr i-�c••s�'o�-c�td .•w.✓Sal� secfio.+�4 a-�aqwl, .Ptfi-E-2-/¢ �. .� _ %;F � �� I � i� :Q ' , :i . ��. � �i � �/.p..riol� �iv..�e I.�a� ?f o%i. '�';i �o��,-, �Q�.,� to ,N�,�-�;, ��y :;� ! 0 f.�o�.. /i�ar,Er, :: � �0..l�4.1.r�! r�Y.f cancealed piGF t%'' ir:;� slo fs c�- pickbc�s. Re,f: E2-I4 �'` �� ' _ _ �;:�:�•. � , • � '•• : �.. .� " � ' �. _ - '. . :�: 1 � i K8 i� :� �_ ::� , � ,.!_ � � - =f �-----�, -: _ : i. � — T-- • j -� 1 I � _ i ' i � I �� ~��_•� �� . .. ' • I ' � . `• � _ „'T.T7r�: �• �,:.`�^ v . e�'.�Lr � � , . ,�J Z�� ':1 � �I/ ��•: T • _ � ' ~i�.' �r'Y'' ' � - - � O . ;; "s. :: � :'_ :.: ��' 0 I .�r i � C �� I � 1 . � ,n ,� � � A" :;�, �i';, _ �t 0 � � i;; . . . � ' `=�Z c ".NIN. —} . P�� ;�� :�:. � :_ .. . �� :� ___-_- � p � ' �.�'�'� �• `,'�' :� :�''' � '�' , �::�: • �•a.� � ; �. ;;....--'; �,` • -x� • .'.: : :Q� • �'G - ��;: ..• , •:o_�. ,,_t + i y. :.� ,: � •/ �� t�.'� .� � • ♦ .f�. . �/�� a. . � . �• . � � � .- � ��'� � J '. I"'�� . � • • / � ~�• ••—��.. •••�• �1:.--.r+��•��.R��' 1 ■ � .� � 'i ��';. ,• �'��. � ��• �.....�r.�. .nr�,� R� �: YQ. � ": i�I .�� • �i' ; �'%.• '• �. ��.'. r . �� ' . .i_d•. :i :'s• ',r• �• •: � :� ;-.�� .b"� -'t�.::::i-=:}_�• :�., ,a:: .-. . _ . . � Cl��1- F l4aDo �'J Co.,c'r ft —f . . • d :MI/S/. � • ~� •� r P....__��......_�._ .� a ; � FlGURE M, F STA�/O�l.PO .�!/>ii//S�OL.E � 1._.... (f�i- s c�.r� r.f. wn � L� 1 ,- � .. � i i niu , iu�111 f a�li � � iQ •�d '-i- T�-cwc'.4 �r-�c�r� cc,, � cn�dle _ c-f�.+d fo a ' �� P�P� .dc.f'. :�,� �� ,•, ••� � ,� " � S�'y�/'l�.i �Vl1�iS ��M�rf�' � o� P.`. t EI-1 ttateria E2-i4 Construction � �'! � ; ,�„ � _�'�! ...� _ �"� 1-- 1 1 �� (1l � �' z v �1 D � � V / � G � rn rn �•� � �� o rn c� d � rn �„ �,; Z �J -- , ' ��J iJ f1 'i c� a � rr v� (D . • -t _ � -• _ l__i) r_ o, _—,v, ct ">? �:� ( � � � -- _.=1� �1 _ . -_ = _=,� �r,� O _�') G� i�i-� J � (J, (S 'l �� + `� n� r( iril : � � � y�� 0 -� .� -� �, z• r tn nt n _, 0 Z ,. �a� _�_ ; �� L -� , � , � , , �- (D �; SS} � �. 3 : (p `� in ;� :o i � � �+ � �� :. . 4. � . ; .7 -v — �- rn c� 1� 7 -• ci O -� (1 ) [7' N —" (iJ fD � -.7 r v� tl_ O (1. r� j O O (U U tb -n r� (L :1 :l fU � � Gl O —• -i -t� 7 f7� N N fU =) 7 cn-o��_ci c (0 '1 [ 1. -' • ("1 nl (D fl• .-1 'l "l -� �o �n c � W 7- (D v a n. � - ". 1 � _ � '! �''`'-� �` � , � C'�'� �! �� ' 1 l[) a� -� O tD -• cv _� -- '7 (D ID � ry _. in O r* -� f o ��: � . � - - . � : .�� . � . . � . ; .�;.. . ��\� � ��;: . � . - ; . ':`"X" � ------Sl tit�cl�,i �I I<<icic(-i � �—('i c�c e�l�t� cs_----- N- - -1:_._�-.�,_:� �s -' .I.. -- _� 11i n. � , . � . , . �� . - . � ��l . � . . . . .1 . � �� '' /• ' � � - � '�D . . -�I tl. . : j ' T^ � . � • . N . . • • � • :) - �. , _ � - �. . �. . � ._ z�=... ... � � . � _,� . ��. ��Y � ��\Q'j.'1,��ti'7la«<�'�ll,d"�C�c,�illl,��Rti�iT%�m)Tll�.fi�3'l; �\v;•,�; ,t��,` �''�`��i',, .,-T .�1�'7�,<��v��i,c��ri%t�� „ ��: � a; � -u m �i �u -� . rn -, x -i ' k't) � f (- D U "" C (1 f0 ID V� . :1 '�. pi N 7 7' in — .< rr n. cG -u -• - [L O � �- -' O ' - Cl r t -t� � 'p ] � � �o v� -i r � , o v c� —• ' -� � -h -1 j 'i 1 %� . :] O -• tb _ �� L1 -� _� o� v� — rr ' N ,,. 1� ; -t� -• � r� _7 � lU -• j t "j % [: - c' i �l � c) - :1 c> > "i) lU � N Z) � fl rr � � r _7 � � C) � � i ` �l��1U"!ll<�i`�1�4'lI�Y�C>>wL/ll.S1��1YL;.��1yll�t�V'l��i��1��i1>>".'G:��11:«f��1?':.�n�11ti �.��'ll��`�1\YIG.'t`,1V'l � � ,� � or 3/4 Roadwav I 6" _/ O ' .� � � � � � ,� �� I � S t a n d a r d _ ; . •; 1 . , . �it�N\7ilin�.�i�l.�:r,��/k.� .i . , 4�iti�.�� i, :y�%/ N,. � _` ; I Cu�b G Gutter, ^ � �:� � ..a-. � �� ' . . . I � � M 1 � ! i � _ � �• �,�• ... ,, �. � � � -.\ .,.;1. .�. � -'', . : : :. � ',: ji�il� : /' L.. ._ • - ' . ` • ( � � ' � _ > J � I 2�—E�� 1� � � > f �Z / M � J�� — , � _. G � IN �— / � . � � � i '- / � , y� � � � ,_ , � � v �= � G I , ,- ^ -y cn r � � � . > I . w � � � t � �� I ' cn ._ '? R^�Cw?v �, „'' � ,__o�`• �. � �- � cn ' �' � --�-�' !! i n. S� __. i c. . 1 � y I ..— '�. ' � � �..i� ^ � �� _ I \ / I y ..r� �� 1r 1 � �1 �/ C��.. � I � 1 ., L�_ ?•• �, cyr qrC^ 'rvi c��i ne, Mi n. � �c..� ,,.�� l I � ` � � I ��c5- � .� . , � � ,.,:.; —,� � �L �;r, -� � �', I�I�--� � � i i i 1�� ; ► i � o, � - . Mi n. Gr de 1 , � � t, C. I a i, � ,-y?( CA: �_�T, ON Not�: ";�'�ecr,:_ .. ar,,, �ack� i 1 1 �� r '� � � c ' ,� 1 ( � ` I �� 3 f �� i � N ,I � S:andzr„ C�,:r� I Gutter Sec � i qr, I - �� 1�? � � � I � �J ' I � ��ervice L�i ne . O as re: u i re.�`. ror a;. -c�r,t sewer ;��a ir snal i b_ incl uce� in tne pric= bi� ��r sewer servic� co��le�e ir ;.lace. � � � y �` �� I � � �� li' �„ � SeWer se;vice ?ine Icca�-an ta be marked �:th :s� vinyl tape a � lsast j' �r� �p and IQ mil th=ck a��a�^Q� to the er,d of the se-��i ce and extending thr�ugh 4he back- 'fill a;, thE Rcint of house 5ervic� c�nnec:ion behind the p:cpcsad .,,,rC. �.�- ./ NCi�. Tees Will Be Use� On All Service Lines Construc�e� At Same iime As Pub 1� i c Sewer. �I � 1-1-7° I� _... _ � S E R V 1 C E L! N E D E TA 1 LS �� '��c=-�s ��'��\,�� ^ c t �'�-i ! l �r�� l1� 6 c U F�F V U RF �.F !�� 1-� Nater i a 1 l, ..�._,�,;�:,�r„�p u�Wo , ,ij� E2—° Construc�ion �� n _._ .. o � ) :_r� 1►1 _+ rr1 � �J i ' lJ J rn �; c � -I � � �_) Z> � _ ( �-� ; �-� _ (-" �--U-, I-� �) � � `_> � r�1ni .r,i�- • i i ��,��,� .��,� ,• - � ni ni �� _ � (�5 (�1 - i'tl :�►• � r- t'i �' -- � .� �i I n � � (— :n- J� .��` � � � � (1 1T� � � �`� r� S� �,. �� `ir�a �� ; �., �� . 1� j,� �., � ��) G � 0 �, � 1 � � '1 i�1 i' �' i: � � � �, n, � �� ` � , �. �, f�� 1� S n , � ti �� { �. � .�► ?i �:�:{. . � 1 (, � ( ) li {� rr� `` ' _), . ► � �1� � �--- - �., - � {�� ,l � i? .,. �- t . ��, � � �i�- � � �� -�� • � ��t.r�i / f � c,� . � r ( -i' i7 I � 1 `�• I U� � (1 Q :Cl :�� r� r�t tnc�tu . �.�.>_ �T} � Li t" r— cn tn �� 2.0' TYF�. . •. J _� �-- -- � . — ____. .- • • Q . ' .-- � �� 1 • � �_� - y . — . �--�_ � � : ' ' � � ^ ` • � . • . . , --� % �C�,1 / • ,� - - -� � % -� / • � � � � /` • � � / ' , \ � � • � %I ' �t \ : '� � -1` n � �� " �� ' � ~ _ � ��, � ,� , �; � : ��; 1 � / j : � -. .. c � � I �, � ; r; i � ` . 1 —+ i ` ►I_ �� _,r ' �.i� �- ,-� - ` r'. � � � �'; � � ;�� , � .. i�t I � � � � / � � �- � Y, �. \ � \ , � � , . • ��{� � ;��il� � \ \ _.1 / �r / / - . • ' i � \ _� . • ` - ' . , . _l�-� t �: •( i ' , � � Y ' - � -- - �'. / � ' ` . � � � .� - , - ; `� � _ r� -.r__ �� . � '� `� . . .--_7'�" . — ` � , / , / f(ti ----- f (-� --- ( �� " , , � ,. -, c, � �-' r. `; 1,: �__�:. � 1 )"--- :r. - r. i ' ' "; i' � �. � � -1- :.3 ,�_ 1�1 �� l l:� '1 u� << -�- � :�t r�� +- l�� [1 _l� r . 1 �; --1 " t`j - i �i l 'i.c)� �^ -�+ i--- � � _ �,, -f -i z� �-' J �+ � � � � A � . � I�,+ � �i �, �� C� � � � � C� � � 0 � � � � � � �� COM('11C��f_= � (3ENTONIT� CL�Y nn r, �- e ��i r�n��nr-rr _. .�. , «_ , ; -, ;�,� c�=>> �,_��, 3 `' -- _� (�'_rj -, �;,� , :� �� :a: ;? (� „_ � `.,v) Csi.r� ��«.� � � L>> o �� l i_1 LiJ (]- o �- m ,_,_ a o 0 n n_ � � v- �- MINIMUM WI�TII LONGITU�IN/1L UIRLC�I�IOP�J �11�1L�_ i�� l'-0' FOR CI_l�Y /��[� I'-0° FOR 2-SnClc CONCRE-I-E CI_�Y D�M N.�(�.5. f� f= -I� A I l_ �" MINIMUM INTO INUISTURaED SOIL _R f'IPE �r � � ' � CLE.4NOUT WITH BOX � AND LlD W STD CLEANING WYE W 3 NZ O �� FlN/SHED GRADE � � FINISHED GR.40E _ . ij�j��j� j��j\�%\�� . �, , ��/ �,�•./ -' � ��/ ' �y� , %iy/i �/i�/i �/i �/i � i �!��y%i" i�� , , 4:�� ./,. ./ /,/%/,., . . ��. SEWER PlPE PL UG —� . . � � - . ]� �...... - -------------- • 1 I-- ---------------� D/P FOR STACK � , EX/ST/NG SERVICE LINE � //� I . • . -.. �. � : SPEC/F/ED ADAPTER COUPUNG • I � — 6"' M/N AT BOTTOM ONLY . � +� � .. . 45' BEND +' i ,��j/� _ . '' '. _ Ey j�: �/� �i�' • •,'.=.'' =:•I . : r,' �\�� TYPE 'C" OR 6" BACKFlLL X NEW SAN/TARY SEWER LINE WITH STANDARD EMBEDMENT PER F1G 109 � 1 fr� ' � � � � � CROSS-SECT(ON OF SEWER AT SERVICE CONNECTION �. USfi WNEN X= 16� oR GR�AT�R � i� � � I i D/P TEE F/TT1NG I � .. '.. . � �' '. I �...' • ' I I � � , . � �. I I I 1 ,. . ... � . ,:. � I' ' � �' � ' I I � • r� I I , ` . � ,..'.I' . . . , I ' � / I - -------------- --�----'-J- ' II 1------- - --}�--1 I -- -- -- --�--- \ I \ � I j ,._ : . I - r� � . i I l.. � ._ -. �.� y � � r. .. Iz � � . , �. , j � -�: � W . , � �: � � W � j �� . � �W � � . �z , ., � i � i , �, �� o i PLAN VIEW �CHIMNEY SERVICE (NOT TO SCALE) ��G'��;��;01�.� �'��u�D �� ':��. ��,��1, �i�`�"'� - 1 ' 1 ' i� ' PAVING 1 _ � , � 1 ' ' ' ' ' ' � 1 ' ��GO�� C�C�6°'D �v U U C��l��u I�I�U�: U � �'{�''�r;'� ?,�� (,�p/� n 'ftl�v,.i.:U n a "� u � � �XCA�/AT i UN, �ACK; � LL A►�1L �A�/��?Li�,'T REPAIR Ui��R EX i STT�IG S►�LLTS � � �S i M.V, ?' HGT C2 C�_.. M:X FSr�r=l. i � f � i EMP�R�RY P-,�/:�Vv R�rAi? S�+G�/U - S ��" � FGR F�RM��ti�`:, ?,=ViNG R��A�R DETP.�L �- FAV_MEUi- � St�, ,'�' �;�_S .-� �'.� AS S�cr=r :=D IN j THc. PL?�iS r'�: S?��i� :�:AT_�NS. 1 , /��-�-�-�-�- ---�-��-��-�� o-�-a��v��o-�;�-�,//j ' '� �,�_�_�_�:�-� �.o,��.�� ,�_�_� � �_�.o_� �_�.�_�_ � �;. ;.�;;" �/ ��_�, � '�y / ' �//�� //,., . . o' ��MF.;C � __ 7/�� {//�� / �'///•� j //// / . a ... : • • �/'/! ' �'// Mp� // � �// r//� /�/� �� '� • / / % . � . � . +`.� , i. . � � : � . : � d � � // � i . � . .• � • ' � .^.�':I l„M rr'.r ��F„r„�.��1�� L.U. / • ' .'1r ,.Q . � � . � •• ,� ' T• / • ' " ,� � i�,'<u„n+:.;�i I"i1v_u��i I �'"_'a:P � � tix_S . �r.SC� "`�-' :� �r :� � ` .. � �� .., / ii-�� l. �F:C�' :�� ?� Sr`-i�JD Mr=-"��aL � . .... ,' . �. . . ,. c,� Sc� Jac�. t_-? _ M �.'S � .'�. i� C � I .^._•�. � : . . � . . • _ : r�� _ - _ � i'i ,� � _ � �,, �,./ SC_ S�._.. �..-C ' l.'. . . . �ti '.. . : {�'.•, �= �.v'=r2 — MiNit�'!�M ::�' I . ' ' . � . . . ' �� SAN� EM3EDM�N i ��`✓= , �,�..` - . . "�,. • : � �� H �� " IN11�11':��l�') 4� ✓ W� . . r IEE,.. . .` Sr^i�l� G1`'1�E�M�N � .,��'J�� . ... � �.,.. . "E '.':�.:S, ��J S i =NL � . „ Q�v,�`�r ��= S?�.., =_-3 �.. Q~ , f�i�T�tUM 5' �M�E�M�� _ _ '� _, ��- ,. . 1��. ,'z".S^ �� -�—J ��.. _�'. ..��•��,`�� Io/OiC(� ��1�Jlcylo(��11 � :`:: �� :_: :.V '_:i��L.=� -�� Bi, PRiC� C� _=� F�IGUR� B � <SEWER� PLL SIZES> CWATER SIZES 16" & LARGER> � � .V - S "�;�U'[�i ��,�� .�� " C�'�f �� :'�� °� l��:-,:: 1,'1�, l'��'^;u: U!6 �. 1959 !?EPUICE PAV£b�E iU Nt11KtS! ✓ui�v� SEE LONCITUDIr.. ,� JOlNT SPACING I� � Nn..3 (btl�S UN 2•1 "' CFNl7.l�'S !1l)Ill �Y/11"S ! 1"/'� l. c"l )N(:. !;�11-T Af( NI - �{YI11 f Al/N. 2 11,�IiS I l)NCII (1l)IN/1( IN IIII Cll ""` "� � �' CI.ASS A� REINFORCED E.�'15r. CURQ .i: C1/17LR CONCRETE f'AVCtilC_NT � ; EXIST. JOINT ---- ;r� Z F_XIST. JOINT --------- ----�- - � iD � � � � — � _ ___ _ __ __ __ . . __ _` . � __ _ _ ___ _. e . . . . . -- _.__ ___ . __ . . . � _. __ . � __; .i�—��/j�l/�ii" •--. �-. :. -�� -��--',:�-_ �:.. '%//f�/l%�/�I»��,,�-� . /.,/�� _.�>,y:: :�,t•� - �.:�:� � ;<<��li� ��%l�i�,.l ��llj� � _;; ;. ' �, :••= ,!�.. ``l'��!•.] I1'. - — �,;: :t•'�.�;'i,: �� '��:• �2:27 CUNCIiEIE . . =�• •r . : �•�: :.� �''=�� ' CXlST. Sl/£1 UASE ::' : :�.i �:>� = - - �'�.s . t•,•r �i�;�=2�� -��•r•�•..• �AfL TRENCIf E3.4CKFILL SIl,ALL 61FET RfOU/REhlEN15 FUR �IF ANY� •j��' �; r-L CRADATION AND C014fPACTlON AS SPECIFIED IN fTEM 902 OF .�;�: ��`:�� T1lE STAN0.4RU SPECIFICATIONS FOR COIYSTRUCTION, PUl3L/C '- J �YURKS D[PT., CITY OF FORT WORT3l, TEXAS OR f3ACKFILL CRUS/IED llAfESTONE TO £XTEND_� �o� �� AS SPECIFIED IN SECTIONS El-2 dr E2-2 OF TFlE FIlUAf 6'' E?F.! (�W /'ll'£ TD SPRINCLlNf� \ � t' �.=' SPFCIF]CATIONS �OR �1'ATFR �EPT. PROUEClS, FO/1T IVORT!! ��,,�,�'' , 1 n,�1 {i'�TER I)£!'!., CIIY Ol� fURT WD/�lll, If,Yi1S. . � i �1 ,��' ,�l'~ -''r� �1t. �� `� �� 4' � _� � ' � `'(1 �._,'' ��' _' �' �__1'l20/'USC D 1'll'l. � DI TCl l �VAL L 6" CRUS11E0 LIA�fES10NF_ NOTES: � U � O fZLINFORCFn CONCRETE PAV£AfENr {ti'!l f. FIE.- RCPl110E0 10 ORICIi�l4(. DE!'U! Olr IU A AIfNIdfUAf D£PT/1 OF 5; IVHICI fEYER lS CRFAIFR. IF Sll�Cf. EXISTS lN CONC/?ETE I'AVf.A!l�NI' 70 UF CUT. TUE ;1'E.F_L S/Ltf L lll� Cl/I �1NU _`.Al.1/�1GI.f) AS PUS;IlJIE�. A AlIN/AIUh/ (A1' ;N!lCf: !1/.`iIANCf:� Uf � 12 �{Yll I. fiE Yl7UVIU£U. O REIPIfnRCEU CONCRETE PAVEAI£N� lYlll. £TE !1£PIACED �iS 5110{YN OVCR IffE�NCII 1N TIIE EVENf NON-l?£INf"ORCEU CONC/iElE P,4VEillEN! IS KEAfOV£D. O [IflJD1NC OF PIPf TO AIATCf! ADJACENT SECIONS O!2 SPECIFlC'.ATION 40?, fv�uc��EVFR �S Cft�1tR. FIGURE 1 11'1_'IC�11=S_F_CTION — Tl?.F.NCII RLP/lIR CONC�c'_F.TF PAVFh-fENT ('1!Y Of fUKf MVRlII IILWSPORfAfIUN/PUDIfC NDRAS O[Pf. fllCf!lfCRIM: Oh?S7UN NOi 10 SC_Q£ COCIIUDlN4L JOfNT SPACINC '�«FFT Sf'ACINC IYlD7lI 2E7' Jc 30' ON C/L .j6' � q p' ON C/L .i B' FRDA! �4CK OF CURf3 ON C/l. Jc 11 " Q'� OFF C/L 9;i' nN C.'/l. �4 12" OFF C/L �p' G' �i !B' O�F C/l. � 0 � � � � � � � � � � � � � � � � � � � � � � 1� � ,�� .,.i�i�� l�i..�v,r i� .i�..,��.� _ - - , . ._ L/I V l.. , .. ., �� L _ _ . � i .� _ � �i'�. � � s � � � b- - � � � L �? 3 � • - : .� a _. E � �_ _� I r _�_—_—_ — � � N�>.3 r��i�s nr� �•�" r.�-N�cr,>> trorri lti��rs � -�vii�l �rirv. ,� �r��,�s <<�rvr,llIIIIIN�I ir� i�ii�:ri I - � � ( _ ----- " l_ _' Z - , --_ � ____— _ � --- � - �-.--L. _ _ _ . _ _ _ ) - - '" � _r____ Cf A: S A" REINFO(i CCU I.�7Si. CURII �� c�U17f.R— --- CONCRETF f'AV�Af�NI (.l'I �T. CONC. PAVCAlENI C.kIST. J(JIN1 - - - � Z l— CXIST. JUIfJI � � ---- -- - '�' � 1 �i,•:•:::� ; � ir%'t: .- TO E,XI t.-NO FRDA� 6�� ' �• ,�� ' IIIL� STAN[�4RU SPfCIFICAIlONS FOR CONSIRUCIION, PURUC Qf l_U�}' PIPE 10 � '�t•� •;� •� WC)RKS DEPT., crrY o� �ortr iti'ORTFI, ]E"X�1S OR (t4CKfILL ';:'• AS SPEClFIF_D IN S[C�IDNS �l -? Sc E?--2 OF TlIE � f%�INC I.INF_ \t ;" `� r S!'FCIF/l:q 170NS FnR ff'� l£R OFPI: PROJFCTS, rU/l i iYDRTI / `'� � 11:9/I/�' l�LI'1., l'l1Y OI lOR� WOIrlfl, 1lX�1;. �'�'� ,, ; �� )� � � � t , . � ��- —�� 0,� �`� �\- -19�'C)PU�I.I� l'1/'! Q,4' �`�=�p[1��.>�=-'�`� `---CJI]Cll �1'�1LL N07FS: �-�;" (;/,'(I;lIFI) Uhl(.STONf= ^',�.��; — -_ --• �i.l,' •,,�, ,�•� �/'i' y;7J ...,.��i7, `_-� • ' :!a'/�ii�;, '/'. ��;� ,/'l'� � ' - " � .,..(Js � /! /a .!!..!!�!!( , � �� - '��I�,�'/ � ' � .. . ,'� `! :!l !l.��,-/•• j �'fj`>., 1 � ' � - "v��. .J 11�`��1. \ � � /`ll<lt! .% .J�,•1 � - ��f v�l.. ;1.,. +�.��' \ ��' 'r i�`�•i� �.:• _2:27 CONC'RL�IF '��' ��.��: - 12 =-� �,�'��' �a!'•: r ��:';i:'.�j;' �� F_X(Sr. SUf� (lAS!_- � �• `:��•�•�•�'�^••• •,• � �—AIL IRENCH ftACKFILL SfG4LL dfEET REqUIRf_ArFN1S FOR CRUSI tFD LIh�ESTONE �•�"-� �%�:y' `��'�. �l' �'� GlL40AllON AND COAfPAC110N AS SPfCIFI(I) 1N /IFAf 402 OF �!F ANi"� ��i.�>) ,'�;� ,-irJ - �, _:::. �;� �s� �J) � i -`'-7`�-,7 �S 'r. , � �� --._ ; ii,� o-��; �::� � C<->) _`',�' S �) � tJ < <"J U �� RIIPI(()RCED COPJCREIE PAVFdlfN� IL7(l nF 1rE.-1'lACED TD OKI�;/P141. l�FPl1l O!f /O i1 ANNIAIUAf n£PTf ! C1F 5� IYl!lCllf �'t.7�' 1S CRFi11l_R. If� ';lfll FX/SIS /N CONC/tf.11� /'.4VFA!(PJ( l�) fTl- CfIT. �11E S1fCl. S71�Lf 1tL (.(ll ANf) S✓11l'AGEU AS !'USSI(rlf.. � AlINIAlUAI l�tl' SY'L!(:l (1/;IANCf Uf !7" lY/!.! !It /'/rOVIDCU. tt[rru nttCFv CONCH[IE !'AVFtiIlNI IVII L�I[ I�L!'1nCf l) �iS S//O11'N OVfK If��PJI'JI !N 11/E EVEN! NON-Kf7PJf(J/ZCfU COPlCRF7E f'AVEblENI IS /�t:AfOVfO. lTl7�UlNC Of Plf'F IU dtqlC!/ �tl)./q�.fN/ �CC!lONS 0Il S/'F_C/FIC'-Al/t)N q07, ir� nci �r vr-�r is c�zn �r ir. f �cr r�rr � i� 1 }'l'I('�11,--S1=l�1lON_--_ If�'f_NCII_I�EI.;�JI? _CON�;Rf-]f__-l'�11�1;A1FNI_ CIlY OF llXt! tlVRlll IHvt5/Y)NUlkk/ NtkfnS OtYL [I.CINttHING MSroN 7lOf 10 SLUf I ONGII UOINAL JOINT ;Pl1ClNG S ) RFf. ! If'!! � ll l SPACING :�r,' .t .ir, � nN % J�' 4,�[)" (�N C/L �f 8' FROAr fl4CK Or CUIi� o�� % ,z ► r ' �r � Of F C/t. ON C/L �4 I1 � 4X' Ol'F C'�( (�U' 6' .L 1 ti' OFF C/f � 3/<' � �� ;� � �— � � SI! IC;JN� JOINi Sc.41..ANT N � ~ y 1.°_� • • � °0�'^riYL"Nc" BONC r- ""' � '_ ' 8R ;�;iC�R TAP� I ' =5 SMOOTH ._ " -��"-'— "��'�`�00 =X?:.NSION � � " ; /� /�' r: �, . .1CI�"� r1l.�ER ,. i / , � , I . i � � / i • r ;`,' .; � ; , ',�, • _�W�L SUPFCRT cASK� �`----- JOINT D;iA1L N0. t i SE4L FOR �PANSION JOIHi NO � T„ �,,q� � • � I . �v�ir� r_.,__ , ��`:�1��_V_ ,. ,ti_ �____ , , :-1C.KNC_., � y� '= , ! - _ ;• , , : ; �,�_ o. W J �� . N �� W �'I � � •, � � .. r iRS S POUP � �G• Sf�C:.ti= JCIN' I� S::n�4� � '�.,�-:.aw�� oir,� �,�c� �C/...Lw :�?wVC�� y i � � ^'� �"� _„' _ ,`I� � .-A.41 ?:•�Xc.. =CD -'C�".�� „�;M1T C;�NS-r�JC;�ON ��NJ . �:JR � JOlNT u�iAJL N0. 2 ScA1. FOR LONGiiUD11�L �,4D Tr'�NN�Sc CJN � „UCTIu^N ci1T JO(NT NCi �J $C,:� ; i 4 :-J . i ' II� ��L'CCti_ JOIN� " X S�AL�ti" ` � I �/ I �nW'� ..�,INT =n�� I �, • � �- � , �, � . r; . �,� ' �, c cs�� ' ��'-.�• . • �:'�`"cY=�yC� _ �. , rOL:'=-'-`^_=y"c -v.�M L�� BACX�"' ROD . ` � . ,. . , E JOIPfT D�iAIL N0. 3 t SEAL FOR �W� DUAIIdY JOIYT # . NCi �„ SC:.` # . SU?P�,��cNT 70 TdcPw F1GUR� t �'�H�y OC�S i iNG CONCR�r !$ CU�, SUt;H C:1T5 SF'AL:. 9� 41A.7E Wihl A CONCR�_ S1w. AI.L SAw�NG SHAL1 BE SUES:;,� '0 :7�E UNfT CCSS Or � �= I7c)a FOR WHICH S+.wtvG IS F�yU�RE�,c ,1piNT DE-AI�S !vC. 1,� S 3 GF iH� Tdt;'1''I PaYNC O�.ULS SNAL;. 8E 1G.,1.�. —. 7 --Ci � - � ---� -� � � � � �1 �J t a��r. cu�� M�i 1 l � ,�1 . •1 • • � � � s+ ` a�t a t."�ctw�.... .�� :4 _. � � � - MO 1 � �� s �owc�ruo�K.� � oitc� ( r�ST At/M�LI 1 /�{IiMt lMl�l ��/�li ►�►N�li fU�/ACI �I►IACIMIMI tuIII�CI �Cu�� WTfI� Wi/Kl (1�/�� YIM 1 ��/� CUf �ns a�T C�-r�cN co., : . . :t . ' ! j-'• • '; � :�' •j� �'.. . •• ' � � � ,� '. • , 1 Z.�s. � ' . . � •.• • +• � . . . . u�� ,s �-.��%` .. ..�. �� ,. � — . •• • �.. i,�il j C � a<,�"�Ji.c•. !'�.�ir a�!�i�• .��0 ��i�t � � � ) c � � I � ( .1'! �,. ^(� 4- o ♦ O ` /� ^ . �j' li - • 1 C w�C �� 0�� ;-1j��•� !Y/' �. )f"�f_ 1. • / . � ti� -. M Jr , , �. l/.}iTf vN �■��r w� �� if �r� 1 I �i) � �� _�--� ". ��.;` : z_r,.L. - ' i`' i:t� � �Jal _ �o . �' '� � ' '' '� L-- `'.=" '`i� �!- ��f ;�� ' .�'. � � ' •. �. � l��1 GMIC ��! � ' ' . ,' \ ��`�i GOMowt�t i ' ,._�i� r��cN �a[■►ul tM�i� r11t ' • , • • .•�---r � �10u��lrfMt� �0� •11►0�1►Ow ar0 CUI{ � �IMIWKI� ' • cowc�ttl N�� ' .. , CowcrK,� •� ��tCdN� u��tr '� ♦Of Of iN1 t1aMpA11� NIC�K�� . '�� t�vw• 10� [O«�i1RKt�Ow, 1VKrC . � • . � �owM� olrt,uTr N roel .rv�rN • � • �) lAI O� �ACM�KI � 1�'lwHo �� • • . •• H[TIOM 1�.� /wG �I-f OI 1� '' �1lClll(�11AM1 /�� fAl l� Kti�l • •!MI /�OJI[f�, IMI wM1M �tl� CIIfNr+1Ll . � .. /rI1,C11� OI /M1 MrMiM�i1t��. �� • . . , : � �_� Mo+�� 1� Kt�l 1 i t rN i K l � T MA � ' r�! � •',. •►1►t ...y•,�. . ' .. ' � . .,•~, I. . •`� ttrT �u� WI � �/ ��t � I MOT[1 � � ��wro�c�r ca+c■�� ••�� w••.�• �r►ar .�...�� c�u�� Kn�i »,�.Nr/iA�w GM�Mi� /��/ ■Kl M�.�'M ��lL �M1�1� 1• CMCM1! M-�' wf►t�ct� /V ��O�M. N■ll►1�L1� t0 fN/ OAl�ia�l �IIL �� M�IM.Mr�r«I►�vtY/MiO��ll �� O •� CYi, iM/ •f��l pv�ll t1�fMCM M� fM� /vfMl MON' N►MAIf �lill!!/ t�tall N 1� M ��K��i� 1• MN�wI •�IiM �Nwtl N[YT �� I�IW►sl� •� ��N/O�C/� CMC11/T� •�� M» �� N►fM M•, M frM •waNO /uMKI C�u��• .�+wtM�1A M Tt� M�Af��. ro��! � �IYIYYY ►I�r •►�c[ ��wv��. ��»c� M �t� w/ll N ►w�vW�. p,��- Koow• a I�►� 10 M�iC11 ADI►C�MT Ho �_ Z�t� �pNCf1ETE 4Ar�H[;s��T= ITF�� lCIIGRI M MtMIC�tIM M� r/MP��tA IIAL/ T11E 7PlU/l[U Tu II 1�►�1 �1�111�1A1 AUO[D TU iH[ GLA]7 �A CONC11Ii[. TYPICAL SECTION T R E N C I-� f��'��R_ � R INF=0RCE0 CONCRETE QASE, A�PNALT �URFACE � � '�r-. -, -�. �� . .. cilr Of fOR! woRrN ^,�_��_�_�� TRAN9POfITAT10H/1'UeL�I: WURK9 UEPT. �c�-it-i�-�e !/�. l. fMi/NffRAML �'(IS/OM Rtv-e• �o-�e . -- rw, 1-u:� , . _. _�--- 1- �n�T CU�O-� • Gu r � � n // l e . � . . � �_�` v� (((''''''�� C�tfl •�ICM \ SUA«C [ � \'� S�w C�� •� � ... . '�;,;Y;.:L" ..r � ' �. ~- - - - '--��•:f�� 6 , I-��-�-� L �.,�, �oM� .�_� � .. Cl�S6��" �[IMFO�Cf D - CONC�[ i [ �AS[ f��3i Sui ��S[ ( 11 � M r I D�TCN wAll '"� 1 a� ►l10►OSlO �4C�111r IM�T��LAT�ON y -``� • I ► t �NOTEs� � w0 �- COtiC�[1I �Alt ��ll �t �(►l�C[d Mo 2•�r St t L� CMiSI3 �N CONC�[ t[ •ai( NA 7• �[IH/O�C[D CONC�[ T[ e�3t MO �• EtISi�M, B111CK lllAll OC RCVOV[D 10 OI►Ii1NAl OL►iN O� 10 • M�NI' 10 0[ CU1, tll[ Sf [[L S�/Al l YrILL •! nCY�ACIU •S S��OMM. CAAl7UIL� 10 �VOIOOAWGC tuti�C.fO YUM O[►IN Ol � tll l'll( �ND SALVAGCO AS PUSS•OI! UV��1 1�1[ fd�NC111N I��l (�[Nf pNICK IS 10 EE 11EPl.ACCO MITH lMl- �►IiH1YUM lA► S/l�U OiSTAN�� NOM' w!M/(�AC[U CONGA! �[ tl�S( U4YAGlO SNICK 10 YATCM ADJAC(Nf 0� �7��r+�lL �[ •ROVID[U. IS 11[VOVID DHICN I 1A7• D[UOInG Of PI►E 10 WlCII ADJACEII� SCCTIONS 0� SPECI►ICATION �02, 11111GHEVEN N�•�' 2'=� CONCIIETC MAY �C O[l.C?[O 11 IIALI TUE 1�[Clfi[D TIIICIIN[3! ii �oq[ ]taino[HT. Of 2�2J I{ ADOED TO THE CLA�S�A"CONC11[TE, i TYPIC_AL_S.ECTiON�-TRENCM REPAIR_ . TYPiCAL BRIGK SURFACE 8� ..REINFORCED CONCRETE BASE C/TY Of fORT WURI"N �cv. s-i-ie TRANSPOlITAT{QN/PUBLIC WONKs DEPT. "�Y'��' �'ry F�I� �+o C-3228 ntv.�z-i�•�o _ £N6/NfER/N6 _OlV/S/ON ___ nLY i-is-ei f/6. .f �"'�"� � � 0 � � � 0 � 0 � � � � 0 0 � � . , �' � 11C/t ACE 0lI�CK — '� SUR/ACE � I . r�+ —NO � DA�S OM 1! CEHi(�S �OTN w�rs w�t�� MIN j �AIIS lONO�fUDINA� IN D11CH — [�ILI ��CM t��ST. CU�� SU�►�C[ � 4U1 1 I � SxN fUT . �,�. � D�i��c..�R.. �� `:�'` - ` ' . { ., . . `-�� l/� � � •— + .� j , �--�.��c � � � �� _� � 'r. , . . , . . • I i u � �la� :l �.�4' �'�� •-�•.,. .� - _ _ '. ��-r,_ � ,• • ( . �S t I Y ��-]�.7v �.�,l,�� :A `�:f� �„ � •l � - � .. �. �COaCyt �[ t�`Q�� S� ;�.+�V,S � `a . - �� O�Sf I `�' s,lt t11�•�rif_c��l�_:�nc�•i� -- '� i — ` �7_ I ; �— 2 : 2 ) CONCRE TE ' ... -� AlL IREHU� ��Clt/ilL SIUII M(ET �lOU��INENTS �0� G71fD�110N �ND �—E1�ST SU� •�3C COy�ACiION A� !►(CIIKD IN ITCM I 1► 1Ni 1 •02 O/ i��[ ST�kD4�D S►FLi► iC� - TION� /OA CON]T1111CT10N� ►V�IIC wU11Ki D[Pt ,C�rt OI �o�T wo�iN i[r�S c� �ACK/IlL A! SP(CUItp IM 3[CfiDN� [1•2 AND [i-2 0� TN[ ' S►[Cl/ICATION� �)� �AIIh PANI• M[NT ►�OJ(Cil, /(�1I w0111H �:(p 4[►t,C�r+ Or IO�r wo�iN, T[�t�S � � � � � �_ � � �:_ l �►ur cu�� t.itt nu �c . .ui � � � -% �u�r.c[ � llflT[t' (D t.71 CO«CIIIT[ *��LL K MOi11L[0 A Y+il OI �� (t,O�r �oTfO+r OI IXbT. N M,AC. 1'+vIN/MT, � ALl [i�1T �NriALT MKII �c �cn�cio ro iH[ s�,+�� etaijor r�'��n��i," su��Z��iu�sc, � I[DpIN1 0/ /I�[ TO YATCM Al/AC�NT �[C110N 011 MIU/ICATIOM 1�1� MMICMVIII 11 Y011� I111NKNT. 0 oq Y��wl �AoaC Tt� M MOA C T l MMM� t11 oA Dl M IN! 11 MUiT [WIW�I TM IVIL M�1M 0/ /Mff11N KIIA.C. MYW[NT A� 10 iHpi0i�1�COKJ(T1011� � MQ,fTT TO IMITH�TAlO CWNiRUGT10N LpAp►/L 1/ ANROIII►4T1,T1� IUII MDTM 0/ �UM140[ M4All �[ 11[YOv[D� IIl►IACrD IATM AIMOMIATI TII[AT►101T TO [xtlTlM• ��1 on K�MAr[ ,11ATi1MAl. ��>) �� <_>>��-= � �� ` '-' ' � � �i ��«:� � � � �.�Nq--G-3.�2 1 �, �cc Mo�c Q �uow �... ♦ n ■/�� 1!/Y�Y• �.��r ��u�t � �„�,.c� \ �--- �111M[ COA1 Z 27 CONC11[T( �-- a�� wc.. vicer�� fw�i rl[� •� 11(Q1��11(Y(M/� �01� �IIADAI/OM AOIO COY►AC1i0N �• //IC1/i1D iN �iIY �Oi O/ TH( tT�M41J10 /�tCt►IL�- I IOM� /0� CON1111UCTDM, ►U�l IC ro��• u!•� t�tr or rowt wo�i� Tf��/ DA �ACItlIIL A1 SPECt��[D IH xc►N,Hs ��: �ho te� t a nK l�tu►�C�t�oN! row r�t[11 D�ri�r• YfNI ►IfOJ[C�t, /O�T M(MiM q+tTlll Dllt,Cii� O! /O�f MOIIfM, TIMA� � /110►0�lD IACWir M�Ifnll�lrOM — _— ►i1[ _ --- arcH w�� TYPICAL�_�_�TIQN-TRE=N�H R_EP�41R � TYPICAL H. M. A. C."SURFACE WITN 501� BASE x NOT IIIM AI►N�LTIC CONC�ti( Cll'Y Of fORT NqRTN Arv�e-�o��i . TNnN�;(� ,��T�; I� ��/I � I�i . v:. I1f.s Ot_ I� T. ncv-��-�-�� FMI/MffRAW 0/Y/1/OM �tv•��.ie.�a l � !�'� !� � _'�''� �'"i'� � � �! �'� �� I t��st t�� C � �u�it� l��t ��Il f II. I � ! t � " [■�or.cwn—. � 0 OUiiIR ! °'� � � q, � g . U _r i .. Y'� , ','_r �� / !__ tx��i o•ec li�� '.:��. I rniue conr � 2:2T ;O�ICHETf. oirui wa�� - PIlOP00E0 FAQLITY IN9TALLAfI0t1 P�PE �ea no►c Hu.� ea�oa---- �..----- � ------ T�nno coun�[ -- ' '•- SECOND COU7ISQ O(1 t�11.M,a,C � � � - �-- rimr couK�[ 0 Qrui CU�O o aurtap �b �•��Is�� ! � �r � F � � n � . . � �4X�r � o � � � � . � � : �� A . • � i.'• 00 • L� , � ` ' � • , , . . . , �� , . •� •�d. • � •. • � . . •. • � •�`• •• . .• � 't��l .� � ' � . . - . � � • • � . . . . • . . • . • • , • }-- AlL T�[IXN D1►CM►IIL 6NAll Y([ f � � � G`CUIPBI�RNTp /00 V+AO�T�ON /�NO CC.19AGtlOq Aj D►[CIIIlD Ip ITC4 " ' 7t'. •.•� � �Ot 07 t�Q �fANOA�D �►[Cl/IC�- • - • T�O�D 10� CO��iRUCT1[AI, ►UOIIC •• '. � • rrO�ltt1 0lPT, CIfY Of IORf AO�iN • T E MA! 0� MCKf ��L �S �A[(]f iI0 RI . SCC(�OtIS EI•2 AkD [2-1 0� 1Hf tJOiES� ' •• �►eeir�e�naeu r�n 1At/p D[NRi- �' � • Ltfpi irAJLCf1� /0�i AOATN pATCN i. 2.21 CONC(IEiE SIIALL OE IIIS1ALl.EO A MINIMUM ' '.• �, • • D[/1,C1T� OI /OA1 q011111� 1[lfA1. oI 0" u[LOvi o01Tou Of a9t'NALT rnvEl.lEtli.• � •� � � . . � . 2. UEtniNo oF PIPE l0 NaTai AD,lACE11t sEciloN� on ' ', SeEaflcAtioN 402, fnilCN[YFR IS uOAE ETRNO[NT. • � .•• S, U11 NAJOA PROJ[C1l, Tli[ PROJECi Eli01NEER OR DE910NEfl �.• '�_ • •• /rtl�T EY:LUATi TII[ ►ULl t710i11 OF fX19fIN0 PE�ETR�7�0r� '• � • . � . � ' • P.1VEH[N7 A� TO 1HICK?l[�O� CONDIiIOtI �Ao1Lfilf TO ' ., � . ' XITIIOT�MD CONfiRUCiION tOADR10. II APPlIOPl11ATE� T11! � • ' . • , , ' IULL WIDil1 OI 6URfAC! OIIAIL B! flENOYED !1 IIEPLAC[D• � � - � ' � ' ' ' ' ' w1i11 4cVqOPNATF iR[AiN[I�f ip C%19ju1q B,Ao[ OR � Ul00qAD[ HAIlR14l. �r� TuU [Vlr/t, 2 0/ II.N.A. C. �aN BE SU9311IUt[O fOR T�i[ T��N![ COVqSE �[N[iQailON ►AVtla(qT. . �rl/f, OAed 1[N[f11AiI�M�►AV[dlll! RI1l�CttfQpi �(ww�( OQ�6L �Ib llAi[ OP 00.AD2 QttD RA1[ Ol Ma� RtPLttllTtOri-A9PHALT ArPIICATI[t7. 710qa 1 AC /• 0.10 6�L. t.Y. 1� �0 l0./0.1'. _� AC E- O�� l�L. t.Y �- p0 l0/I.T. � AC •- O �E OA�, O.Y. 0(►11( •CO`T) t1 LO%ll. TY�'IG��.. ��'IOi'�--iF��CI-� ��d� . �'Yp1CAL ��J�i'�ATlO�! ��d��f1�l.�i�T �I'��_� ��_��_�3�.��_ . c�rr o� foar w�o�rnr Trinrrsrorsrr,Tio�i/run�_ic wuiii<s uci'M7b1Et�T Flle No C-3230 EaJinE�RiN6 O/V/,�/nP1 ntv-�-i-re p[Y-II-1-T� n[ v� ir•to-oi� !1(V: 0•3()-D1 Aev.•�-�-o� le.M.l nev- 9-it:�eioes) fie. � � AIS ill■�Il �� i � ��4 �� '� � � � �! � � � ' ' I'� , 1 , � 1 ' ' ' 1 1 1 ' ' ' ., ; �� TEMPOR�IRY� RIGHT O�F��ENTRY AGREEMENTS �� = � � � � , , �.;� � � : : �;��fj�GUl�:d ��C�uG°?D ��U ��'�� ' °1� V Ua V'�'`��:I�1!!�y ii��a �.,...... _._.. .r. .� FOT OTH R � ,,,,,,, A U G U S T 1 I. I 999 ,� `� �e — Lr � i�tARfNE HOUSING LTD PR'T�?�1SHP 2320 HIGHLAND AVE S STE 175 BIR'�1INGHAM AL 3�20�-�937 RE: LOT-1, BLK -�, �1.-�RI\E HEIGHTS ADDITION D O E # �658- ?' r � -� PARCEL #1 TROE 31-1-t NW 33�D ST Dear MARI':�`E HOUSING LTD PR"I'NSHP: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The tar�eted lines are very old and in need of repair/replacement. W'hile it is our intention to repair the se�ver lines utilizin�, trenchless technology whenever possible, it may be necessaR� to abandon some of the existinQ lines that cross private propem� and relocate some sewer services to a new line within the street ri«ht-of-wa��. The relocation of the se�rer service �vill be done bv open cut. It has been determined that a Temporary Right- of Entry AQreement will be required. It �ives riQht-of-entry � to the work areas to ensure that se�ver services are properly re-instated or to repair collapsed areas in the existinQ se�ver pipe. In some cases. a Permanent Easement will be needed at the existinQ location of the sewer line. Regarding dama�es to y�our propert� by the contractor. the City of Fort Worth agrees to require the �" contractor to return vour property [o as near its original condition as possible. This includes sidewalks. courtyards, paving stones, masonn, ��ood or chain link fencing, and �arage floors, but only to the eztent of � the actual dama�es caused b� �the �vork of the contractor. Also, in the event that the �round surface is subject to dig�ing, the Cit� �� ill restore the ground surface to its ori�inal level and, if necessary, re-seed the area in which the di;jinQ occurred. 0 LJ 1 :%\. �t � ft is important that this project go to construc[ion as soon as possible. In order for this to take place, I respectfully reques[ vour cooperation in acquiring the easement (s). 1 have enclosed the necessary agreement (s) for your propem�. Please si��n the instrument (s) and return it to this office in the self- addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than ,AUGl1ST ? l. 1999. Thanks for your help. If �ou have an� questions, please do not hesitate to call me at 371-3330. \ Sincerely, � �' � � /,� r�--�- KEN THURMOND Land A;ent '�� J;� �, �_'l��G'J�� ';; �� [�:=!;a� ' �?i( ��i,' n�,,� N'' �,5ti� ENGINEERING DEPARTMENT �� Wf ; ,�,:o REAL PROPERTY M�INAGEME;VT ��--` THE CITI' OF FORT WORTH * 9Z i TAYLOR STREET * FORT WORTH, TEXAS i 6I 0�-46OS (81 i) 871-8362 * F�,x (81i) 871-8361 C) Pnnled on recVcie<I pap�•r � MAINS 161 & 221 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION & IMPROVEMENTS � (GROUP 6, CONTRACT 1), PART 5 SEWER PROJECT No. PS46-070460410280 R.., UNIT 4- D.O.E. No.-36�� 1 �' � 3) PARCEL # 1 " 3144 NW 33�d STREET LOT No. 1, BLOCK No. 5 � MARINE HEIGHTS ADDITION TEMPORARY RIGHT-OF-ENTRY AGREEMENT � MARINE HOUSING LIMITED PARTNERSHIP, Owner, herewith grants pernussion to the City of Fort Worth, Texas and its independent contractor, to enter upon the owner's property located � at LOT No. 1, BLOCK No.S, MARINE HEIGHTS ADDTTION, also described as 3144 NW 33`d STREET, (premises), for cleaning, rehabilitating and replacing a sanitary sewer, sanitary sewer �i manholes and reconnecting sanitary sewer service lines. Any entry and use of the premises by the City of Fort Worth, Texas, or its independent contractor �" under the Right-of-Entry Ab eement shall be pernussive and shall not constitute a trespass to the _ property by the City or its independent contractor. � The City of Fort Worth, Texas further ab ees 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 12th day of September 1999, by MA HOUSING LIMITED PARTNERSHIP, Owner. � � � Gary L. crum, President � Marcrum Management Company as Managing Agent , ' ' C� : 1 ��U��O�:� ��C�G�G�L� e� N f�?��% �"C�'� G?[�4? u' , �� , �, r�M ,:;;-�� . J�_�I�l� i;::�;,�i�o _ .__�.�.....__..,.._.� � SANITARY SEWER LATERALS 1629, 4805 & 7375 REHABILITATION (MAIN 161 & 221 DRAINAGE AREAS) �'�'� SEWER PROJECT No. PS58-070580174970 i� D.O.E. No. 2833 PARCEL # 1 �, 3144 NW 33rd STREET ILi LOT No. 1, BLOCK No. 5 MARINE HEIGHTS ADDITION TEMPORaRY RIGHT-OF-ENTRY AGREEMENT `,,, MARINE HOUSING LIMITED PARTNERSHIP, Owner, herewith grants permission to the City of Fort Worth, Texas and its independent contractor, to enter upon the owner's property focated -A at LOT No. 1, BLOCK No.S, MARINE HEIGHTS ADDITION, also described as 3144 NW ;;rd � STREET, (premises), for cleanin�, rehabilitating and replacing a sanitary sewer, sanitary sewer manholes and reconnectin� sanitary sewer service lines. � Any entry and use of the premises by the City of Fort Worth, Teras, 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. �� The City of Fort Worth, Texas 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 esecuted this day of 1999, by MARINE HOUSING LIMITED PARTNERSHIP, Owner. 1 ' 1 ' � 0 � ''J�� GQI�� L�� . °;;, . �0�' ��[`� � (�v 4�G��. �:�.,. � FOT OTH R R , � __ August 30, 1999 ��0 Remedios Rivas 3016 Marine Court W Fort Worth, TX 76106-3�44 �, RE: LOT- 4, BLOCK- 2A, Nlarine Heights Addition ' DO E # �658- :'z 3 ? "_' . ' TROE PARCEL #2 � 3016 Marine Court W Dear Remedios Rivas: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in neea of repair,�'reptacement. The repair of the se�ver service will be done by open cut. � A Temporary Right of Entry AQreement is enclosed for your execution. This a�reement �ives the City and its contractor pernussion to access the work areas and ensures that your sewer service can be properly � reconnected to the rehabilitated line. Regarding damages to your property by the contractor, the City of Fort Worth a�rees to requue the � contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, asphalt paving, wood or chain link fencing, and garage floors, but only ° to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to diggin�, the Ciry will cestore the ground surface to its original level and, if necessary, A re-seed the area in which the diggin� occurred. �. . It is important that this project go to construction as soon as possible, In order for this to take place, I "' respectfully request your cooperarion in acquiring the easement (s}. I have enclosed the necessary � agreement (s} for your property. Please sign the instrument (s) and return it to this offce in the self- addressed envelope proti�ided. �.. In order to keep this unportant project on schedule, I would appreciate the return of this document to me no later than September I5, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8386. �. r r/ � L r� Si ely, Gary E. n fin l/ �-/�� Land Agent Enclosures �Q :;`'',s;��G�G�.r ��CC�1� Nv �� C��v � 1 O � !� ��'r�;�;�_'�1�0 ��. EIYGINEERING DEPARTMENT REAL PROPERTY MAYACEMENT THE CfTY OF FORT WORTN * J?7 T,�YLOR STREET * FORT WORTH, Texas 76102-4605 (81;) 871-8362 * F,�x (817) $71-8361 �) Printed on recycled paper �` MAINS 161 & 221 DRAINAGE AREA �SANITARY SEWER SYSTEM REHABILITATION & IMPROVEMENTS � (GROUP 6, CONTRACT 1), PART 5 SEWER PROJECT No. PS46-070460410280 �I UNIT 4- D.O.E. No.-�65&-'2�° � Y; `' PARCEL # 2 � �"� 3016 MARINE COURT WEST � LOT No. 4, BLOCK No. 2A ! I MARINE HEIGHTS ADDITION TEMPORARY RIGHT-OF-ENTRY AGREEMENT R� REMEDIOS RNAS, Owner, herewith grants permission to the City of Fort Worth, Texas and its independent contractor, to enter upon the owner's property located at LOT No. 4, BLOCK No.2A, MARINE HEIGHTS ADDIT'ION, also described as 3016 MARINE COURT WEST, (premises), for cleaning and rehabilitating an existing sanitary sewer line and reco�necting an existing sanitary sewer service line. Any entry and use of the premises by the City of Fort Worth, Texas, or its independent contractor r- under the Right-of-Entry Ab eement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth, Texas further ab ees 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 .��,�r �c' v 1999, by REMEDIOS RNAS, Owner. f,� �f.l:i<< ��_ .�, � � � 1 ' C�� v►G��B�� . ��uQ� �� r' c�,��,� Gi � °�� ,: �� .� � ,��,.5.-:,� �y� ' �� +,c�: �,:, � . _ � =.1, ` „�:.�- l `�r� � . �.._� ' City of Fort Wo�th, Texas �►�Ayar And Caunc�il C,a�ninun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 1/11 /00 **C-17819 30-29TH 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C' CONSTRUCTION COMPANY, FOR SANITARY SEWER LATERALS 1659, 4805 AND 7375 REHABILITATION (MAINS 161 AND 221 DRAINAGE AREAS) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $277,031.00 from the Water & Sewer Operating Fund to the Sewer Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Project Fund in the amount of $277,031.00 from available funds; and 3. Authorize the City Manager to execute a contract with William J. Schultz, Inc., d/b/a Circle "C" Construction Company, in the amount of $246,031.00 for Sanitary Sewer Laterals 1659, 4805 and 7375 Rehabilitation (Mains 161 and 221 Drainage Areas). DISCUSSION: On March 24, 1998 (M&C C-16691), the City Council authorized the City Manager to execute an engineering agreement with Wade & Associates, Inc. to prepare plans and specifications for Laterals 1659, 4805 and 7375 Rehabilitation (Mains 161 and 221 drainage areas). The project consists of the replacement of the following sanitary sewer laterals: L-1629 Located in the alley between 29th Street and Loraine Street (from McCandless Avenue to Robinson Street); L-4805 Beginning from a point located 150 feet west of the NW 35th Street/Kearney Avenue intersection, easterly 350 feet; L-7375 Beginning from a point located 350 feet north of the 33rd Street/Rock Island Street intersection, westerly 900 feet. The proposed improvements consists of the replacement of approximately 2,900 linear feet of 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 2, Mapsco 47Y and Z, and 61 B and C. � City of Fort Worih, Texas �I�A�ar And C,�unc�l � ai�ln�lun�cAt�an � DATE REFERENCE NUMBER LOG NAME • PAGE 1/11/00 **C-17819 30-29TH 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B%A CIRCLE "C" CONSTRUCTION COMPANY, FOR SANITARY SEWER, LATERALS 1659, 4805 AND 7375 REHABILITATION (MAINS 161 AND 221 DRAINAGE AREAS) The project was advertised for bid November 4 and 11, 1999. On December 2, 1999, the following bids were received: � BIDDER William J. Schultz. Inc. d/b/a Circle "C" Construction Comaanv Rhino Construction, Inc. Cleburne Utility Construction Company Conatser Construction, Inc. B&H Utilities, Inc. Jackson Construction, Inc. Whizcon Utilities, Inc. AMOUNT $246.031.00 259, 540.50 266,3�2.50 267,191.00 274,629.00 292,055.00 323,201.00 TIME OF COMPLETION 90 Calendar Days In addition to the contract cost, $13,000.00 is required for inspection and survey and $18,000.00 is provided for project contingencies. William J. Schultz, Inc., d/b/a Circle "C" Construction Company, is in compliance with the City's M/WBE Ordinance by committing to 16% M/WBE participation. The City's goal on this project is 16%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1, and the adoption of the attached appropriation ordinance, f�nds will be available in the current capital budget, as� appropriated, of the Sewer Capital Projects Fund. MG:j Submitted for City Manager's Office by: Mike Groomer Originating Department Head A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker G140 � � � 6157 I � 6157 � FUND (to) 1 &2) PS58 2) PS58 2) PS58 (from) 3) PS58 1) PE45 ACCOUNT � CENTER 472045 070580174970 541200 070580174970 531350 030580174970 541200 538070 I AMOUNT . . , $277,031.00 � $264,031.00 $ 13,000.00 CITY SECRETARY �ouNc��. C1TY C � JAN 11 2000 l 0705801749702 $246,031.00 � �� 0709020 $277,031.00 � of the I Clo[SFocr8�lorth�'1`exas I City �dopteci Ordinarr� �,�b��