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Home My WebLink About025244 - Construction-Related - Contract - S.J. Louis Construction, Inc.��9�+��.�'�� ' and ��,��,��,� , ��t;> y CONTRACT DOCUMENTS �r-:; �*.:�: ; �'��,s�6��.�� for �,,, _ ,_ . ! '� SOUTHSIDE II WATER TRANSMISSIO�V MAIN SOUTHSIDE II PRESSUFiE PLANE �,�.�. �'��:� PROJECT MANUAL CITY SECRETARY �, � �, ' �,�� .;�,;.�p SPECIFICATIONS CONTf�qCT Nn. a ��. ' �� Y . • .. ��'� ��'�� CONTRACT II WATER PROJECT NO. PW77-060770140080 DOE No. 0267 �i' THE CITY OF FORT WORTH, TEX.�►S � � � KENNETH BARR I'VIAYOR B�F TERRELL CITY MA4VAUEFi LEE r, BRADLEY, JR. DIRECT�R OF WATER DEPARTMEMT A. DO�UGLAS RADEIVIAf�ER DIR��TOR aF ENGINEE�iING DEPARTMEN7 y: ,"� ";� : HUGO M. IVIALANGA, P.E. DIF3ECTOFi OF TRANPORTATiON A�Il� PUBLlC WORKS PR�PA��D BY: Haiffi Associates, lnc. .:'''�� 'r �m . . .: �,�P�� F �� a� Erigineers Scientdsts Surveyors �,*.: • ..S'�Of 40a0 Fossil Creek Bo�alev�ard ,,�*: �j ��. �: � � Fort Worth, Texas 76137 %,JERRY F R08�ty� ��' �. .* � � r �a . . . . . . _�. . . . . . ; . .y3 4,�4Oi : �a P��`• '9�Q,Q.�.�p .,�` �,,,, May 1999 Od�'�s� � .... c�y� .. �q��`�_'... avo � �ss� ' � I�o - �,�,, ., .�,� � �� :> �' I� �, U' � v�v uc�%' ��1��'u'' �"�'�.,1 � ' Q� �� t `II.�I (U� �l Jl'~�IIU) �� ," � � � 1 � � � � I iJ. a � � u a a a � � CITY OF FORT WORTH, TEXAS SOUTHSIDE II WATER TRANSMISSION MAIN SOUTHSIDE II PRESSURE PLANE CONTRACT II WATER PROJECT NO. PW77-060770140080 DOE No. 0267 ` bids to be opened 2:00 pm June 24, 1999 ADDENDUM NO.1 issued June 18, 1999 The following modifications, clarifications, additions or deletions sha11 be made to the appropriate sections of the Contract Documents: SPECIFICATIONS Item 1-1 Part A- Notice to Bidders Modification: Delete trie third pazagraph of the Notice to Bidders and replace with the following: "An optional pre-bid conference will be held on Tuesday, June I5, 1999 beginning at 1 D: 00 a.m. in Conference Room 270 of the Transportatiorr,/Public Works office. Bidders are encouraged to review the p�oject plans and spec�cations priot� to the ppe-bid conference and be prepared to actively participate in the conference. Bidders questions vvill be. answe�ed at the pre-bid conference. " Please note that attendance of the pre-bid conference is not mandatory. Item 1-2 Part A- Detailed Notice to Bidders Modification: Delete the fourth paragraph of the Detailed Notice to Bidders and replace with the following: Addendum No. 1 Page 1 � �I ��i L�J C L�J � C � � �� '� u ��.� � ,� L�l ■I .-� , ' , , , ;, ' _ . , . . _ . , ,_- . `�,;, . • r `}� • , , . . `� ! �• � �»* 3. ..�_ . r• �t^ +' �; �;p h � .t *.o^ d'� .� a ,"w+as+�„�.4 �:s'�. - " rt d.`.', . �, ,i � S�,„.��a� ` �. "..` , .,2..r.� An optional pre-bid conference will be held on Tuesday, June 1 S, 19,99 begirmmg �;,: ..<��,, � r,,,. at 10: 00 a. m. in Conference Room 270 of the Transportation/Public:"Works� o, f�ce. �� m �. Bidders are encouraged to review the project plans and specifications=prior;to the ��;_ pre-bid conference and be prepared to actively participate in the conference. � Bidders questions will be answered at the pre-bid conference. " . � T Please note that attendance of the pre-bid conference is not mandatory. Item 1-3 Part B - Proposal .1 Modification: Pay Item No. 40a has been added for Temporary Pavement Repair. Page B-8 of the Proposal shall be removed and replaced with the attached Page B-8. Item 1-4 Part D - Special Conditions Modification: Special Condition Item D-89 - Temporary Pavement Repair has been added to the Special Conditions as follows: D-89 TEMPORARY PAVEMENT REPAIR The top 6-inches of bacl�ill for water and sewer lines in existing sixeets shall be compacted flexible base material meeting the requirements of City of Fort Worth Item 208 to serve as Temporary Pavement Repair The limit of payment for temporary pavement repair sha11 be the trench width shown in Figure 19 plus 2-feet. Payment for temporary pavement repair will be by the square yard, complete in place. A 2-inch hot or cold mix asphalt is not required. ' Item 1-5 Part D- Special Conditions Modification: Figure 4- Asphalt Pavement Repair Detail sha11 be removed and replaced with the attached Figure 4. Item 1-6 Appendiz B- Union Pacific Railroad Crossing Permit and Notice of Proposed Installation - Utility Line on Controlled Access Highway - TxDOT The railroad crossing pernut included in Appendix B is a supplemental agreement. The original crossing pernut (Basic Agreement, identified as Audit No. 155861) granted by Addendum No. 1 Page 2 ��' �� u � � !J � � � � �I � � � L�J � i',�I u the Union Pacific Railroad and dated June 26, 1991 was not included in the Proj ect Manual. It is attached to this addendum and is to be made a part of the Contract Documents. The Contractor will be required to abide by aIl conditions of the pernut and to furnish proof of all insurance required by the Raikoad. The cost of such insurance is incidental to the unit cost of the project. Item 1-7 Appendix B- Union Pacific Railroad Crossing Permit and Nohce of Proposed InstaIlation - Utility �Line on Controlled Access Highway - TxDOT Delete the two pages following the "Notice o�Proposed Installation - Uiility Line on controlled Access Highway" at the end of the project manual. These iwo pages are not a part of the bid or contract documents and were not intended to be bound into the project manual. � PLANS Item 1-8 Sheet 19 - Miscellaneous Details On the Asphait Pavement Repair Details for Cases 2, 3 and 4, the note that states "Sand Backfill Per Figure A and D-49" is hereby changed to read "Backfill per Figure A or B and D-49" This Addendum forms a part of the Contract.Documents referenced above and modifies the original Contract Documents and plans. Acknowledge receipt of this Addenduxn in the space provided below and on Page I4 oi 1 S of your Bid Proposal and note on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subj ect bidder to disqualification. Receipt Acknowledged s. r. Lo�i� G�✓s � /�vc . By: �� C� - �f.,SIG�EN1� Tit1e Address: � ,Op, �oX 20238¢ �iO..�IA/pfoN % I�'IoAJ�r J <81 �� yo � 7�3� � Telephone I�umber _ � L�J A. Douglas Rademaker, P.E. Director Dep t of Engineering By: I �� /�� J � �� fl� ��q`�� :...,�,..,•.�� , �Y Pr. ��333'� .� �.� ,: � � ��:, �� o G� ��,� ��'�' � sT�° ��,am'' �Q��E�� ob��-d� � �� G>�/�9l Addendum No. 1 Page 3 0 ...+....�voa�. ca/ cc/ oo .�a. VC/�m� O 1/ CJG `J/C�F —� .'� J LVU1� liU1V� I� raga G � 6-22-1999�9:18aM FROM HALFF ASSOCIATES.INC 817 232�9784 �I C� ��I CI, L�� [I � C�I LI � CI'�'X bF FO�x WORT,�, TE7�AS ��OUTT�SIDE xI'VVAT��t �'12ANSMISSYON MA,IN SOUTHSiAE YY PRESSUTtE PLANE CON'I'�tACT II �%VA'�'ER PROJECT NO. PW77-060770140080 �OE No. 0267 bids to be opened 2:00 pm June 24, 1999 . ADD�NDIUM NO. 2 J xssued June 22, 1999 The following rnod�fications, clarifications, addxbions or deietions shall bc� miade to the appropziate sectiom� of the Contract Documents: : SP�CIFYCATIO1�sS Iiem 2-1 part D - Special C�►nditions a Clarification: Fagtue 1- Case 1- Concrete Paveznent Repair. The mi� i.mum �dth of the 2:27 concrete base under tk�e conerete pavement repair will be the r��.dth of trench + 2-feet (one-foot oz� each side of the trench). n' This Addendum forms a part o�the Contract Documents referenced above �nd modifies U the original Conb�ac t Documents az�d plans. Aekn.owledge recei�t of tl�is �5 ddendum iun tk�e space provid�d l�elow and on page 14 of 15 of your Bid Proposal and �� te on the � outer en�velope of y��ur bid. Failure to acknowledge receipt of thas A,ddenc:� un could , subject bidder to di:;qua�ification. . Rece�pt Acknowled�ed� 1 S•.J• LO!!/S C.oNST. �NG. BY= C�� f��,�..�CP� .a.... � _��cE— ,�,e.��id .erJ� Txt�e L�J C' � � Address: �?4. ,C3o x 20 238� ' Ar/iit/9�.v � 7'600� �8i7i 6S/D - 7''i'3%' T'elephoz�e Number A. Douglas Rademakr c, P.E. Director DepaMmen of ine;� : ' By: � y — � �. L s�iC 11C Tr� �a�� .9s*qda -.. � os : �r� .� � <,::�d� �d � ��: .� '9 r� I�fo. 1 Page 1 �� /�� 7�:25AM; 817 232 9784 -� S J LOUIS CONST; psge 2 '11:d�AM FROM HALFF ASSOCIATES.INC 817 232 978d CTTY OF FORT WORT�X,'�'�7�CAS S,O�'T�YSYbE II WATER TRA,NSIY�SSION 1VY.�YN SUU�'�SIDE II PR�SSIC7RE PLANE �� '� � I�� !J � CONTRACT Ii WATER P�tO�CT NO. PW77-060770X40080 UOE 1V'o. 0267 bids to be opened 2:00 pm July 1, 1999 A,AD�NAUI� NO. 3 issned rune 22, 1999 The following modifications, clarifications, aclditions or deletions shall h�: naade to the appropriate sectior.s of the Contract Aocuments: SPEC�k'�CA,T�O1�iS Item 3-1 Part A-•Notice to �idders and Detailed Notice to Bidders The date for o��erung of bids is hereby postponed to Thursday 7uly 1, ' 999. The time and place for opening bids is uzick�am,ged. Item 3-2 Part D - Specral C �ndYtio�ns Ztem 17-17 - EP.,S�Iv1�1V�TS AN17 P�RMTTS shall b� re'vised tu read a� �ollows: .i7-X 7 L�'A, S'L�''ML�'NTS AND' PERMITS: The perfnrmance : f this contract � reguires c.ertain temp�rary cuns�ruction, right-of-entry agreeme�ts, cr�cllor permits to perfarm work c>n private property. n 2"he City has �zttempted to obtain the tempo�ary construction andi<�r right-of-entry �J agreements fo;• propereie.r where construction activity is n�eessar�> on City c�wned fczciliries, su�h as sewer lines or manholes. For loeations wherc thcr �ity was unable � to obtain the e zserr�ent or right-of-entry, it shall be the Contractor ;v •esponsihility t� obtain the agreement prior to beginning work on subject propertj�. This shall be subsidiary to tize contract. The agreements whieh the City has obtai`� �d are uvailuhle 0 to the C'ontra�;tor for review by contacting the plans desk c�� th�> Department of ' :��`^��'��'ar 'tiW; P. 2 � . �lddend � �m No. 3 Pa�e 1 /99 11 :25AM; 817 232 9784 -> S J LOUIS COh1ST; Page 3. �} ;# ��'.+k� �' �^>� 1:d1AM FROM HALFF ASSOCIATES.INC 817 232 978d P.3 � � � � u � � l� �J � L�I l�l �� ;ngineering, C'ity of Fort Worth. Also, it shall be the respo�.ribility �a i'the Contr�ctor � obtain writt�sn permission from property owner.s to perform such �-�ork as cleannut epair and se�>er service replacement on private property. C;ontrac�'or shall adhere � all require»�ents of �''aragraph G'6-6.1 D of the C'reneral Contract .�:>ocuments. The ;ontractor's a�tention is dir�cted to the agreement terms along ��ith any special conditions that may have been imposed on these agreements, by i'he f» operty vwners. 7'1te easements and/or private properiy shall be cleaned up after use c�� d restored �o its original cor;dition or better. 1'n event additional work roum i.s req� � ired by the Contractor, it:�ha7l be the Contractor'.s responsibility to obtain writxc��c,permis.si��n from the property owners involved for the use of additional,�roperry ;�:quired. No additional paynent wilt be allowed for this it�m. The C'ity has Qbtained the necessary documenlation for �•ailro�rd md/or .highway permrts rec�uir��d for construction of thi.r project. The Contractor sha. ! be respvnsible for complyin�� with all provisions of such permits arrd shrzll �t�ay r�; ay and all costs associated wit.h the permit(s). It is the Contractor's responsibfdzt�. tv provid� the required,flagmen andlor provide,payment to the appropriate railroc{;�/agencyfot- all flagmen durin� construction in railroad/agency right-of-way. An�� and all c�sts associated wit�-e complrance with permits(s) rncluding �ayment for .;: agmen shall be subsidiczry to tlie project price. No additional payment will he allowcr�for this �tem. This Addendum foxms a parrof the Contract Docurner�ts re�erenccd abov: and modifies t�.e origizial Contra�;t �ocuments and plans. Aclm.owledge receipt of this .lddcndum in the spac� pro�vided belo�r and on Page 14 of 15 of your Bid Pxoposal an.d �xote on the outez enveiope of ��our bid Failure to acknowled�e reeeipt of this Adden � lum could subject bidder to disqualification. Receipt Ackn,o'wle�ged SJ �Cavi'S .�oels7:� ��/G. Sy: .!4 v �iva��a.x.- �c� - ��E.s�dE.v�' Title .Addxess: � D. ,,�oX 20�'��iQ A. Douglas Rademal; rr, P.E. Director Dep z�t o ngir.��:ering .� �y. �: �cr_ . ,�/,�/,�v9,t'u %x �doo� �PiT� � �D ~ ��'73i Telephone Ntfinbe'- �,,�.•�: .toQ �'�P�E�� T i��1 T* '� � ��s*��t �* .. �°s.... 'tl% . J�siY {F. i dOi�rS .% . . �A,? . . . . � t�"�' :',�vrs•, �°'�►�r� �l .... ,., �j�,��4 to�o:a.,�. a� �P� 6lt�r �9J Acidend«m No. 3 Page 2 I M I ' I � � � � � � � � � � I � � � �� CITY OF FORT WORTH, TEXA.S � SOUTHSIDE II WATER TRANSMISSION MAIN SOUTHSIDE II PRESSURE PLANE CONTRACTII WATER PROJECT NO. PW77-060770140080 DOE No. 0267 bids to be opened 2:00 pm July 1, 1999 ADDENDUM NO. 4 issued June 28, 1999 The following modifications, clarifications, additions or deletions sha11 be� made to the appropriate sections of the Contract Documents: , SPECIFICATIONS Item 4-1 Appendix A - Geotechnical Report Clarification: Plate 69, Summary of Soil Conditions at Bore Crossings, was �printed out of place in Appendix A. It is located immediately after Plate 8 in Appendix A. Bidders should note that the invert elevations of the crossings that are referenced in Plate 69 are approximate. Actual invert elevations of crossing should be determined from the plan profiles. Addendum No. 4 Page 1 . I � � � � � � � � � �. � � � � I � - -r .�. .,,,._ .. ,his Addendum forms a part of the Contract Documents referenced above and modifies the origi.nal Gontract Documents and plans. Acknowledge receipt of this Addendum in the space provided below and on Page 14 of 15 of your Bid Proposal and note on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject bidder to disqualification. Receipt Acknowledged $...T, [Oui.T �o�/S 7� �i�/C. By: ��"_"_ � �l`�ct�•• l�iC� - ��5/��.vf Title Address: ,�ly . 8o,�r ZO 2 �� .�4��.�y � �, T ?6 v ol� ��i�� 6yo�77.3% Telephone 1`d`umber � A. Douglas Rademaker, P.E. Director � Department o ngineering By: � :T� -.�.. � �� .`-��:+.'tia� � -(� QF 7',c '�a, �: � i� . • . -�'q� �� ,j � � ;� . .�� 6��. ��Y� �'� �. . 4�� r;�� 0�2�/9� Addendum No. 4 Page 2 PROJECT MANUAL SPECIFICATIONS and CONTRACT DOCUMENTS for SOUTHSIDE II WATER TRANSMISSION MAIN SOUTHSIDE II PRESSURE PLANE CONTRACTII WATER PROJECT NO. PW77-060770140080 DOE No. Q267 in THE CITY OF FORT WORTH, TEXAS KENNETH BARR MAYOR BOB TERRELL CiTY MANAGER LEE C. BRADLEY, JR. DIRECTOR OF WATER DEPARTMENT A. DOUGLAS RADEMAKER DfRECTOR OF ENGINEERING DEPARTMENT HUGO M. MALANGA, P.E. DIRECTOR OF TRANPORTATION AND PUBLIC WORKS PREPARED BY: Halff Associates, Inc. Engineers • Scientists • Surveyors 4000 Fossii Creek Boulevard Fort Worth, Texas 76137 May 1999 AVO 17661 /��r,.��s'�� • •J�RY F. ROBERTS. . �'�, •' •'�45401 : ;�,QG /',1,�SZb�fA ��'��= � �� /� 6/3/1f I I I � � I � M � � I � D � D D D � � TABLE OF CONTENTS PART A Notice to Bidders Detailed Notice to Bidders Special Instructions to Bidders PART B Minority/Women Business Enterprise (M/WBE) Specifications Proposal PART C General Conditions Supplementary Conditions PART D Special Conditions Additional Special Conditions PART E General Specifications for Water Department Projects (not bound herein) PART F Certificate of Insurance Contractor Compliance with Worker's Compensation Laws Performance Bond Payment Bond Maintenance Bond PART G Contract APPENDtX A Geotechnical Report APPENDtX B Union Pacific Railroad Crossing Permit � Notice of Proposed Installation-Utility Line on Controlled Access Highway-TxDOT � �� D 0 D � I� PART A D Notice to Bidders D Detailed Notice to Bidders Special Instruction to Bidders � � ,J J � � � � � � �� NOTlCE TO BIDDERS Sealed proposals for the following: Southside II Water Transmission Main Southside ll Pressure Plane Contract II Water Project No. PW77-060770140080, Doe No. 0267 Major items of work include: 8,810 LF of 48" Water Line, 40 LF of 36" Water Line, 91 LF of 12" Water Line, 5,400 LF of 8" Water Line, 345 LF of 66" Tunnel or Bore, 2,200 LF of Water Service Line, 5,400 SY of Concrete Pavement Repair, 21,000 SY of g' Asphalt Pavement Pulverization, 21,000 SY of 3" HMAC Surface Course 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, June 24, 1999 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, specifications, and contract documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A forty (40) dollar deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for forty (40) dollars for each set. D An optional pre-bid conference will be held on Tuesday, June 15, 1999 beginning at 10:00 a.m. in Conference Room 270 of the Transportation/Public Works office. Failure to attend the pre-bid conference shall result in the rejection of the bid as non-responsive. Bidders are encouraged to D review the project plans and specifications prior to the pre-bid conference and be prepared to actively participate in the conference. Bidders questions will be answered at the pre-bid conference. � � `1 J � � Bidders shall not separate, detach, or remove any portion, segment(s), or sheets from the contract documents at any time. Bidders must complete the proposal section(s) and submit the complete specifications book or face rejection of bid as non-responsive. For additional information, please contact Mr. Jerry F. Roberts, P.E. at (817) 847-1422 or Mr. Gopal Sahu, P.E., at 871-7949. ADVERTISING DATES: June 3, 1999 June 10, 1999 NTB-1 � � �� i � � � � i' � D �li D �i � J � �I DETAILED NOTICE TO BIDDERS Sealed proposals for the foliowing: Southside II Water Transmission Main Southside II Pressure Plane Contract II Water Project No. PW77-060770140080, Doe No. 0267 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, June 24, 1999, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, specifications, and contract documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A forty (40.00) dollar deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for forty (40.00) dollars for each set. All bidders will be required to comply with provision 5159 of "Vernon's Annotated Civil Statues" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. An optional pre-bid conference will be held on Tuesday, June 15, 1999 beginning at 10:00 a.m. in Conference Room 270 of the Transportation/Public Works office. Failure to attend the pre-bid conference shall result in the rejection of the bid as non-responsive. Bidders are encouraged to review the project plans and specifications prior to the pre-bid conference and be prepared to actively participate in the conference. Bidders questions will be answered at the pre-bid conference. Bid security is required in accordance with Paragraph 2 of the Special Instruction to Bidders. The major work on the project shall consist of the following: 8,810 LF of 48" Water Line, 40 LF of 36" Water Line, 91 LF of 12" Water Line, 5,400 LF of 8" Water Line, 345 LF of 65' Tunnel or Bore, 2,200 LF of Water Service Line, 5,400 SY of Concrete Pavement Repair, 21,000 SY of g' Asphalt Pavement Pulverization, 21,000 SY of 3" HMAC Surface Course The City reserves the right to reject any and/or all bids and waive any and/or all formalities. DAWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of the contract, if made, will be within ninety (90) days after � the opening of bids, but in no case will the award be made until all necessary investigation are made as to the responsibility of the bidder to whom it is proposed to award the contract. J DNTB-1 !J � D 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 Dregarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910. ■1 ,J � J J � � � � � � � �' ■1 ■I Bidders shall not separate, detach, or remove any portion, segment(s), or sheets from the contract documents at any time. Bidders must complete the proposal section(s) and submit the complete specifications book or face rejection of bid as non-responsive. In accord with the City of Fort Worth Ordinance No. 11923 as amended by Ordinance No. 13471, The City of Fort Worth has goals for the participation of Minority and Women Business Enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the M/WBE UTILI7J�TION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received by the contracting department no later than 5:00 P.M., five (5) business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom the delivery was made. Such receipt shall be evidence that the Documentation was received by the City. The Managing Department for fhis project is the Department of Engineering. For additional information, please contact Mr. Jerry F. Roberts, P.E. at (817) 847-1422 or Mr. Gopal Sahu, P.E., Project Manager, at 871-7949. BOB TERRELL CITY MANAGER ALICE CHURCH CITY SECRETARY A. Douglas Rademaker, P.E., Director DEPARTMENT OF ENGINEERING BY� / , ,/ Rick L. Trice, P.E., Manager, Consulting Services ADVERTISING DATES: June 3, 1999 June 10, 1999 DNTB-2 J � � � � ■1 J � �� =J � J sJ SPECIAL INSTRUCTION TO BIDDERS (WATER DEPARTMENT) 1. PREQUALIFICATION REQUIREMENT: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification 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. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and v�+ill be rejected as such. e) The City, in it's sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. � Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (5°Io) of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the 1 � D event the successful bidder fails to execute the Contract Documents within (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 D 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. � � J 3. BONDS: A performance bond, a payment bond and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. 4. WAGE RATES: Not less than the prevailing wage rates established by the City 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 clearness in stating prices in the D Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. J J D J •J � � � •J � � 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible 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 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 City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it, not any of its officers, members, agents, employees, program participants or subcontractors while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their 2 �l; I �� 1� � a D � � 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 speciiied maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any cla.ims or allegations asserted by third parties or subcontractors 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 D Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on; the basis of disability in the provision of services to the general public, nor in the availability, terms and/or � conditions of employment for applicants for employment with or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with the ADFA's provisions and any other applicable Federal, State and Local laws D concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of contractor's and/or its subcontractors' alleged failure to comply with the above � referenced Policy concerning age discrimination in the performance of this agreement. � � '� � � , �. � J � 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of Fort Worth Ordinance No. 11923 as amended by Ordinance No. 13471, 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 Ofiice of the City Secretary. The bidder shall submit the MBE/WBE UTII,IZATION FORM, PRIME CONTRACTOR WAIVER FROM andlor the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. Upon request, Contractor agrees to 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 thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work 3 J D � performed by an MBE and/or WBE. The misrepresentation of facts (other than a D . negligent misrepresentation) andJor the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal state or local laws or ordinances relating to false statements. Further, any such � misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. � D D � � D � � � � � � � � � 4 � LJ lJ � [J L�J L�' � � u � � � � � D � � PART B M/VVBE Specifications Proposal � � � � L.. P'- .,.. .. r �. ... � �t.. � �. . A � J ' City of Fort Worth D��T 0 F Minority and Women 6usiness Er�f��i�' �p�Ci��ations SPECIAL INSTRUCTION��UR B1DD�F�512 APPLICATION OF POLICY 1f the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar� value of the contract is less than $25,000, the MNIIBE ,qoal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. M/WBE PROJECT GOALS The City's MBE/WBE goal on this project is 18% of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF RE(�UIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. M/WBE Utilization Form: 2. Prime Contractor Waiver Form 3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. I FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING � CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. Any questions, please contact the M/WBE Office at (817) 871-6104. � r � MBE/WBE UTILIZATION ATTACHMENT 1A Page 1 of 2 S. s. �o� CoNs,r._.��+/r'- ��c Y//999 I tME COMPANY NAME BID DATE � �uthside II Water Transmission Main-Southside II PW77-060770140080 PROJECT NAME Pressure Plane — Contract II PROJECT NUMBER [ TY'S M/WBE PROJECT GOAL: �g % I I M��'�'BE PERCENTAGE ACHIEVED: 18.Qc� % � . Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department � � or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid L..ing considered non-responsive to bid specifications ' �e 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 #he City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in:#he bid `being considered i �n-responsive to specifications. Company Name, Contact Name, Certffied ' Address, and Telephone No. ' N TXDOT C (Hwy. ' � . . . . Tl � Div.) . R C A ,�a�� : . ,�P�� _ : � � �T�. �« _ x . y3 R530 ' � ___ _ - � � � ��(C _ _ _ � � _ r�NTt� _aoa. _ _ x .�.��L�'�_�$� , � Y�.!.��1C�Nv ; � �F �.�.��,�.a�.m„�c�,1S�.a.4s,�o x = � 'aAl.(A� � � ,�----�.� - 5�0 Specify All Contracting Scope af Work (") Specify All Items to be s T Dollar Amount Supplied(*) P i e e '' C � I f Y ; Fu,Z N.zSN •�w� �lA4L • �pE EM a��„�,,,> i �19/, a8a. �° Futzn�z'sr/ ,qrv� NA4t F�E�r B�KE MRT'ERrAt �o�.7'F.Mp P.4vaN(. AND D$v E ACC�S I� 1'f 57, 000. °° N�►uc. oF� o� SPoTt • �Rr �MlD ASPNALT MArL��tZ�q� ��30,599.00 � , � M/WBEs must be located in the 9(nine) county marketplace or currentty doingbusiness in the marketplace at the time of bid: ; �(*) Specify all areas in which MWBE's are to be utilized and/or items to be supplied: � ' � "' A complete Ifsting of items to be supplied is required in order to receive credit toward the M/WBE`goaL (�-') ldentify each Tier IeveL Tier.' Means the ievel of subcontracting below the prime oontractorlconsultant,' l.e., a direct payment from the prime contractor to a subcontractor is considered 1`t tier, a payment by a subcontractor to Its supplier is �onsidered 2"d tier. .r THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID "' OPENING, EXCLUSIVE OF THE BID OPENING DATE Cit of Fort Worth Minority and Women �usiness Enterprise Specifications Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department � ATTACHMENT 1A Page 2 of 2 r. City of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION �,Company Name, Contact Name, Certified -: Specify Atl Contracting Specify Alt Items io be s T Dollar Amount Address, and Telephone'No. ' Scope of Work{*) Supplied('`) > p � . N rxoor e e c �Hwy. ' I � � T 6iv.) � .. p { C I 'y A ' _ ,.'' �, N .' �'.�,.:��L2`-�� , �"�R,T V�/D2TN�')�ISI %� . .l�„'�I�.�aR.�� . . _ . - - � ,�,� . .• . � _. - • . .•r �. � _. _ �....... . _ _ . . . _..._ _ _._ . _ _.__ .. L H�.utrN� oF Rpw Mr4T�ERZAGs Foz PtPE M aNu Figr,►r4QE ANb NA4t �,Ii'�E � SzTE S�/Sii9Ct �ct CoNCR�TE �� ^�� z "�'yi5� a/G `� I� ��DOO.DO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding z^#ual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. 1 e bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that v��l substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the c ntract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, ��te or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work f�- a period of time not less than one (1) year. ALL MBEs anc� W Es MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD ��'S !�G✓f�iTM.4 n/ � thorize ignature Printed Signature v,� � - �Es�d�•v �- �A,��. Title � Contact Name and Title (if different) S. ..� �ou�S Loi�S7� �iuC• ��/% � ��/6' %%�` % Company Name Telephone Number (s) � o. ,Box 20238� /��) � ya -0030 E dress Fax Number � ,9Q��N��o,v T"xAs �'GaO� 7/9/99 y/State2ip Code Date THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department �' �� PART B - PROPOSAL CONSTRUCTION (This Proposal must not be removed from this book of Contract Documents) TO: Bob Terreil pCity Manager Fort Worth, Texas '� �■J � D D D II! D �� J J � J �� PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for: Southside II Water Transmission Main Southside II Pressure Plane Contract II Water Project No. PW77-060770140080, Doe No. 0267 The major work for this project shall consist of: 8,810 LF of 48" Water Line, 40 LF of 36" Water Line, 91 LF of 12" Water Line, 5,400 LF of 8" Water Line, 345 LF of 66" T�annel or Bore, 2,200 LF of Water Service Line, 5,400 SY of Concrete Pavement Repair, 21,000 SY of 8" Asphalt Pavement Pulverization, 21,000 SY of 3" HMAC Surface Course and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders", the undersigned Bidder, having thoroughly examined the Contract Documents, including Plans, Special Contract Documents, the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material, except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents, and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: (Furnish and install, including all appurtenant work, complete in place, the following items) ("D-No." refers to the related items in Part D- Special Conditions) B-1 I � � D O a � D D � D D � D D D � D D D Item No. ia City of Fort Worth . Southside II Water Transmission Main Southside II Pressure Plane Contract II Approx Description of Item With Unit Quantity Unit Bid Price Written in Words Price (Fumish and instali, including all appurtenant work, complete in place, the following items) SECTION i- WATER LINE IMPROVEMENTS 00 8,450 LF 48-inch Prestressed Concrete Cylinder Pipe, AWWA $ /%8 "' C-301, Incl. Excavation, Embedment and Backfill Complete in Place for OK�. NI/ND�D •S�UEAI%Y• �/6HT�o►�ars & No Cents 1b 8,450 LF 2a 2b 3a 3b 360 360 40 40 per Linear Foot 48-inch Ductile Iron Pipe incl. Excavation, Embedment and Backfill, Wrapped in Polyethylene, Complete in Place for Complete in Place for Doliars & Cents Amount Bid $ /j �D�/Od ,ao $ N� .8.d $ /1ro �Bid per Linear Foot 00 LF 48-inch Prestressed Concrete Cylinder Pipe, AWWA $ ��. "' C-301, Installed in Casing Pipe Complete in Piace for DN� NUNOLED SEY�iIf %'i' ,D �ars & Na Cents per Linear Foot Complete in Place for Dollars & Cents $ � 3,040. ao LF 48-inch Ductile Iron Pipe Installed in Casing Pipe $ /✓o �%Cr $ No �/G per Linear Foot o� � LF 36-inch Prestressed Concrete Cylinder Pipe, AWWA $ �0��" C-301, Incl. Excavation, Embedment and Backfill Complete in Place for Ql�� /'�U/VD,Q� �/6�� Dollars & /✓b Cents per Linear Foot $ �Za� �� LF 36-inch Ductile iron Pipe Incl. Excavation, $ /Yo 67/� $/ti/p _/� Embedment and Backfill, Wrapped in Polyethylene, Complete in Place for Dollars & Cents per Linear Foot B_2 D � D a a � D D D D D D � � � I � � I Item No. 4a 4b City of Fort Worth Southside II Water Transmission Main Southside II Pressure Plane Contract II Approx Description of Item With Unit Amount Quantity Unit Bid Price Written in Words Price Bid (Furnish and install, including all appurtenant work, complete in place, the following items) 1 LS Fittings and Specials for 48-inch and 36-inch $/5�� $ �S� QCaC�• � Concrete Water Lines, Complete in Place for � ONE f1flIV0�2f-D I�'�'lY 7NDUSAIV(D oo��ars & No Cents per Lump Sum 42 TN Ductile Iron or Gray Iron Fittings and Speciais $ /1/0 .v/� $� o .Oi� for 48-inch and 36-inch Ductile Iron Water Lines Complete in Piace for Doliars & Cents per Ton 5 91 LF 12-inch Water Line Incl. Excavation, Embedment and Backfill, Compiete in Place for %wEN7Y - /✓/i✓E Dollars & /✓� Cents $ .�9�0 $ z�39� per Linear Foot C�O � 6 5,400 LF Instali New 8-inch Water Line Inc. Excavation, $ ��. —' $� 2� 2�Q• Embedment and Backfill, Complete in Place for � �t�/EM'Y-- %N.�F.E Dollars & �1�� Cents 7 8 "s i,�j 15 100 per Linear Foot LF 66-inch Casing Pipe, Installed by Bore or Tunnel Inci. Exca/vation Grout, etc., C�o �plete in Place for ��/� �f/NG1�Fl� %/�l�ll/��/"�oilars & � /��Cents per Linear Foot LF 66-inch Casing Pipe, Installed by Open Cut Incl. Excavation, Embedment, Backfili, etc. Complete� �' Place for/ � % O 9'Sl[IMC�/dU /'/FTy Dollars & /vo Cents per Linear Foot LF Extra Depth for 48-inch and 36-inch Water Pipe in Excess of One-foot Below Pianned Grade Compiete in Place for /✓O Doilars & D�� Cents $ .525 °� $ /8/, /2�'. °° $ 250.=° $ 375D. "� per Linear Foot B-3 $ �,,, o/ $ / 00 � � � Q � � D �, � N I N ' � � � � � � � � Item No. 10 11 12 city of Fort worth � Southside II Water Transmission Main Southside II Pressure Plane Contract II Approx Description of Item With Unit Quantity Unit Bid Price Written in Words Price (Furnish and instail, including all appurtenant work, complete in place, the following items) � 2 EA Connect to Existing 48-inch Water Line $ ��Q " Complete in Place for'/ /C�f�/. f/�/� 1Yf/�✓�1�EC�Dollars & /Ve Cents per Each 2 EA Connect to Existing 36-inch Water Line $ 7`✓�iCJ � Complete in Place for I��V• ir-/V� /7�!/N��Doliars & � /V6 Cents per Each 00 7 EA Connect to Exist.6-inch and 8-inch Water Lines $ ��0�. — Complete in Place for _ / �"iFTFF,</ l✓v�vdrE� Dollars & /(�o Cents Amount Bid $ 9Q0�. � $ 9oD0. °'° $ /O .500, a° i per Each 00 13 5 TN Ductile Iron or Gray iron Fittings for 12-inch or $ 2��.'— $�2, ��• smaller Water lines, Complete inI �Place for � T faVf'V FI/E �f/NA/�pDollars& . �D Cents per Ton 14 15 4 1 EA EA 48-inch Butterfly Valve and Valve Vault, Incl. Blocking, Extension 5tem and Valve Box in Proposed 48-inch Water Line, Complete in Place fQr jyJE�trfy 'ir'Du2 % USANbDollars & /�_Cents per Each 36-inch Butterfly Valve and Valve Vault, Incl. Blocking, Extension Stem and Valve Box in Proposed 48-inch Water Line, Complete in Place for /i�/N67EEit� %��FOUSg'�o�llars & �(%Cents $ ,Z�dG�OOD $ 9��oDD.QO 16 3 per Each EA 3-inch CombinaGon Air and Vacuum Release Vaive, Complete in Place for F�1 V F_ %N 0 U SAND Do�lars & l�(o Cents per Each B-4 $ �9,oce.-�° $ i9,000,Qo i � $ 5aoo °° $ /S'o0a.00 D � D D � D � � � � � � � � �F � � � � Item No. 17 18 19 20 21 22 23 city of Fort wortn ' Southside II Water Transmission Main Southside II Pressure Plane Contract II Approx Description of Item With Unit Amount Gluantity Unit Bid Price Written in Words Price Bid (Fumish and install, including all appurtenant work, complete in place, the following items) 4 EA 6-inch Blowoff Valve and Sump Manhole $��•�� Q� �� Complete in Place for �ad�C. �D!/Si9�N0 Dollars & /✓o Cents per Each 1 EA 12-inch x 12-inch Tapping Sleeve and Gate $ �2��.� $ 32Q� � Valve with Box and Lid, Complete in Place for �/BfY' /WO �UN�/�Dollars & � /�/o Cents per Each 1 EA 12-inch Gate Valve with Box and Lid $ 9oD. � $ qQO. d0 / Complete in Place for N/NE �UNCi/�O�Dollars & Ne Cents per Each 00 00 7 EA 8-inch Gate Valve with Box and Lid $ ��d. $ 3500. "- Complete in Place �fo�r F !/E 9'YOND�P.EQDollars & /( �n Cents per Each ' � � 1 LS 2-inch Temporary Water Service $ 25 ��•" $ 25,��. � Complete in Place for � � %t./EN7Y- CiII� �NOl1SAN,(> �ouars & ;/�Q Cents per Lump Sum L' GO 7 EA Remove and Replace Fire Hydrant Assembly $ 2�00 � $��`, 7��. Complete in Place tor � ��n/�d[ fi/-�/:� V /� Dollars & /��_Cents per Each 00 2,200 LF Remove Water Service and Replace w/1-inch $ 13 °O $ 2$, ��. "' Type 'K' Copper Water Service Incl. Tap � 5addle, Corporation Stops and Fittings Complete in Place for TN f !�'/ 6�IJ Dollars & � IJ D Cents per Linear Foot B-5 � D a D � D D D D D D D D D � � � D D Item No. 24 25 26 27 28 29 City of Fort Worth Southside II Water Transmission Main Southside II Pressure Plane � Contract II Approx Description of Item With Unit Amount Quantity Unit Bid Price Written in Words Price Bid (Furnish and install, including all appurtenant work, complete in place, the following items) �0o /y Od 20 LF Remove Water Service and Replace w/1-1/2-inch $ �J. �- $�OC/. '� Type 'K' Copper Water Service Incl. Tap, Tap Saddle, Corporation Stops and Fittings FiFTE��/ Dollars & No Cents per Linear Foot , 0o ? cao 15 LF Remove Water Service and Replace w/2-inch $ z �• $ .1-��. — Type `K' Copper Water Service Incl. Tap, Tap Complete in Place for TwENry Dollars & /✓o Cents 113 per Linear Foot � EA Remove and Replace Meter Box for 3/4-inch Met srs $ �Q�• �' Co�m lete in Place for /GJQ �s/�e dr pollars & �_cencs perEach $ zz, �ao. °° 2 18 18 Meters and 2-Inch Meters Complete in Place for/ '%tr✓o T�UNCIPF�J `�F�i� Dollars & /1�o Cents per Each cro n/1 od EA Remove and Replace Meter Box for 1-1/2-inch $ ��0.""' $ �vC� � � LF Fumish and Install 18-inch Ductile Iron Sewer $ �� • "' $ 3 9� C�• Pipe with Polywrap at Variable Depths, Incl. all Appurtenant Work Complete in Place for Two �G/uN�rEc/ �TENy�ouars & /l�n Cents per Linear Foot (� �o LF Fumish and Install 15-inch SDR-26 Sewer Pipe $ � 3 �. � at Variable Depths, Incl. all Appurtenant Work Complete in Place for ONE �JNIdY� ��o{i 1 y Dollars & /�% Cents per Linear Foot B_s $ 32�1 Q0 � D D D � D � � J � � � Q � � D � �.S � item No. 30 31 32 33 ��''' 35 city ot Fort wortn Southside II Water Transmission Main Southside II Pressure Plane Contract II Approx Description of Item With Unit Amount �uantity Unit Bid Price Written in Words Price Bid (Furnish and install, including all appurtenant work, complete in place, the following items) 18 LF Furnish and Install 12-inch Ductile Iron Sewer �Q � $-57`Q. � .^ Pipe with Polywrap at Variable Depths, Inci all Appurtenant Work Complete in Place for1 % ��Pi �Ll Dollars & i O Cents per Linear Foot � ao 90 LF Fumish and Install 6-inch Ductile Iron Sewer $ 2D• '"' $ ��Q� Pipe with Polywrap at Variable Depths, Incl all Appurtenant Work Complete in Place for Tw� N ry Dollars & /�o Cents per Linear Foot Q� O� 100 CY Crushed Limestone as Directed by the Engineer $ 2� •" $.L ��Q. Compiete in Place for Tw��rTy Doliars & /vo Cents per Cubic Yard 100 CY Ballast Stone as Directed by the Engineer $ ��. �� $�� •� Complete in Place for r%t�/ E N T Y Dollars & /t�o Cents 100 100 per Cubic Yard CY Class'A' (3000 psi) Reinforced Concrete for Miscellaneous Placement Complete in Place for�- SEVEl�T1l— t^IV� Dollars& I�iO Cents per Cubic Yard CY Class "B' (2500 psi) Reinforced Concrete for Miscellaneous Placement Complete in Piace for ��V�A1'fl,' ' YIU�. Dollars & II�C Cents per Cubic Yard $ $ %�, °D $ %500, o0 B-7 / �� $ / �QQ� OO � I � � I � � 1 � I � � � � � I � � � Item No. 36 37 38 39 40 40a � . �� N ' . � �� City of Fort Worth� Southside II Water Transmission Main � Southside II Pressure Plane Contract tl Approx Description of Item With Unit Quantity Unit Bid Price Written in Words Price (Furnish and install, including all appurtenant work, compiete in piace, the following items 100 CY Class "E" (2500 psi) Reinforced Concrete $�s o0 .. for Miscellaneous Placement � Complete in Place for .✓��/�u�" �l li�. Dollars & No Cents per Cubic Yard • � - 2,932 LF Trench Safety System (5-Foot to 10-Foot Depth) $ �2� OD Complete in Piace for "T'w �.Lv � � Dollars & � Q Cents per Linear Foot �z O� 4,998 LF Trench Safety System (10-Foot to 15-Foot Depth) $ '"' Compiete in Place for . �'�,�I 8G �/ E Dollars & /�b Cents per Linear Foot � 00 575 LF Trench Safety System (15-Foot to 20-Foot Depth) $ ��• —" Complete in Piace for %W E� �V � Dollars & � /(/Q Cents per Linear Foot GO 1,000 CY Crushed Limestone forTemporary Driveway $�." Access as directed by tha Engineer Complete in Place for ' %"alf�V 7'S/ " "�'�Dp le Dollars & I�%D Cents per Cubic Yard � o0 11,200 SY Temporary Pavement Repair $ � Complete in Place for �OIJ.P�• Dollars & /1% Cents per Square Yard SUBTOTAL-SEC710N1 WATER LINE IMPROVEMENTS $ B-8 �. � . .� . Amount � Bid $ 7SaD. °° $ � �, 18�j�, o0 . $ ,�9, 9�%6.co $ lv �DCl. =•o $ 2��Q.� $ �� 800.`�0 2, 5 �.9,, 5'/��'.«' � � Addendum No. 1, Page 4� .0 D D � � � � � D D D � � D D a D D � � City of Fort Worth Southside II Water Transmission Main Southside II Pressure Plane Contract 11 � item Approx Description of Item With Unit No. Quantity Unit Bid Price Written in Words Price (Furnish and install, including all appurtenant work, complete in place, the following items) SECTION II - PAVING IMPROVEMENTS � 41 5,400 SY Concrete Pavement Repair, Figure 1 $ S0. — Complete in Place for F/F`lY Doliars & �Vo Cents per Square Yard 42 45 LF Asphalt Pavement Repair (Figure 4) $ SiJ •� Compiete in Piace for Fir'Ty Dollars & n/�cer,ts Amount Bid $ 2 %d,�Oa,OO $ 2250.0" per Linear Foot oa G+D 43 1,300 LF Remove and Replace Concrete Curb and Gutter $ %2O '"" $ 2G,0��• ` Complete in Place for � E/�Ty Doliars & �O Cents 44 3,300 45 46 47 90 135 4 SF SY SY EA per Linear Foot Remove and Replace 6-inch Thick Concrete Driveways, Compiete in Place for .S/ 1C Dollars & /r✓,o Cents per Square Foot Remove and Replace 7-inch Thick Concrete Valley Gutter, Complete in Place for S/XTY"' %H�2EE Dollars& /i�� Cents per Square Yard New 7-inch Thick Valley Gutter Complete in Place for Fi FTY - FOUQ. Doilars & NQ_Cents per Square Yard New 4-inch Standard Wheelchair Ramp Complete in Place for ��i�- l�l�S�Nv Dollars & i�0 Cents per Each B-9 $ �00 p. ... 00 $ �3. _ $ �¢ ao $ �000.°O $ / 9, 800.�0 $ 5�%D.�o $ �2 90 °O $ �/000 ,00 I � � � � � � � � � � � � � � � � � i Item No. 48 49 City of Fort Worth Southside II Water Transmission Main Southside II Pressure Plane Contract II Approx Description of Item With Unit Amount Quantity Unit Bid Price Written in Words Price Bid (Furnish and install, including all appurtenant work, complete in place, the following items) // 00 00 200 SF Remove and Replace 4-inch Thick Concrete $ 7'- $ �00. ""' Sidewalk, Complete in Piace for f'aV� Dollars & /✓o Cents 5 per Square Foot EA Remove Curb Inlets Complete in Place for F/l/� fivN/J.eE/� Dollars & /✓G� Cents 50 5 EA 51 21,000 SY 52 315 TN 53 21,000 SY per Each Standard 10-foot Curb Inlets Complete in Place for / 7wo %NouS,o,c/D Dollars & /va Cents per Each S-inch Pavement Pulverization Complete in Piace for %�WO � �� Dollars & /1�0 �K- �r� Cents per Square Yard Cement for Stabilization of 8-inch Pulverized Subgrade (30 Ibs/sy) Complete in Place for ON� i%/NQ1.Ff> �� Dollars & /�o Cents per Ton 3-Inch HMAC Surface Course (Type "D" Mix) Complete in Place for S/X �o�lars & �✓D Cents $ .�DO.�� $ .2JDD,O!% $ o2ocao.°� $ /D, OoO. °O � � �aa! $ ,/ � — L vu/ �2� ooD.a° $ � � . $ //0. °O $ �. o0 $ 3� � 50.�� $ �ZIo,DO�,oO . per Square Yard �Q �v� �"�O 9�0, - SUBTOTAL - SECTION II � � PAVING IMPROVEMENTS $ , • . ' TOTAL BID $ , 7 % � � � i i �� D �0 � 7.� .°° � vr.�f / � 8-10 D D BID SUMMARY DSUBTOTAL SECTION I- WATER LINE IMPROVEMENTS DSUBTOTAL SECTION II - PAVING IMPROVEMENTS � TOTAL BID D � � D � D � a � � � , � � B-11 J $ ,�� 5z9, 5i5 °o Gvr� $ ��- ��o y�o°o , . $ . -- ; ; ,3 OSd 47S °o �v�/ , • � .� � SOUTHSIDE II WATER TRANSMISSION MAIN D SOUTHSIDE II PRESSURE PLANE CONTRACT NO. II WATER PROJECT NO. PW77-060770140080 D � �I � J � � � .I �� J � J � � ,I � � � J � J Reference Section E2-4.9 C301 Prestressed Concrete Cylinder Pipe Add or Subfract for the following concrete fittings including installation. 1 Beveled Joints , 1 to 5 Bends 2 5°01'to 11°15' 3 11 °16' to 22°30' 4 22°31' to 45°00' 5 45°01' to 67°30' 6 67°31' and Larger Valve Adaptors 7 GKT x C.I. w/Flg. Outlet and Insulated Kit 8 C.I. x GKT w/Flg. Outlet and Insulated Kit Outlets 9 3" Flg. w/Insulated Kit 10 6" Flg. or MJ Bell 11 Blind Flg. Adaptors 12 Grade GLT x GKT 13 Closure Section 14 Thrust Ring Plua 15 Bullhead, GKT 16 Night Plug, GKT Tee 17 48" x 48" x36" Other Fittinqs 18 48" x 36" Reducer 19 36" x 48" Increaser 48" � I y� °o � 3/50. °° $ 3/50•�� $ 3 ?/O. -- 0 $ �•, o0 $ �/�1c0.°o $ � y/�o.00 $ 390.°O � 695� °Q $ (00 . �o $ 3 Z 30 �o $ 60GYJ. �o � 7 �Q. °.� � 297D.°-° $ �,� o. � $ 9 �OD. °O � �f �'70. o0 � y�S170. _o 36" $ /D/ o0 $ 2330.p� $ Z33� Oe $ Z6$�O,�o $ �.9 80 � $ �Z,D .o—" ,c vh/ $ �' '3/8D. °o $ 3�1��,00 $ 350 . �-° 7 oc�Do � 3 1�0, _ $ Z37O � � SadO. °'° � 4�90. `� $ z662.�� $ 260.00 $ ,v/f} $ ��'4. $ .v/.o. Contractor shall fill in prices as a part of bid. B-12 � J LIST OF CAST IRON FITTINGS 48" AND 36" LINES AS REQUIRED BY E2-7.11A TO BE SUBMITTED WITH BID Add or Subtract for the following casf iron fitings including installation. �d �� Item No. 1 2 3 4 5 6 7 8 No. of Size of Fittings Fitting 48" x 36" 36" 48" 48" 48" 48" 48" x 36" 36" x 48" Type of Fitting TEE (MJ) PLUG (MJ) 11 1/4° BEND (MJ) 22 1/2° BEND (MJ) 45° BEND (MJ) 90° BEND (MJ) REDUCER INCREASER Weight Each Total Fitting (tons) Weight (tons) Item No. 1 2 3 4 5 6 7 8 �0 �/� LIST OF CAST IRON FITTINGS 12", 8" AND 6" LINES AS REQUIRED BY E2-7.11A TO BE SUBMITTED WITH BID Add or Subtract for the following cast iron fittings including installation. No. of Fittings � % 7 � � z � � Size of Fitting 12" x 12" 8,� X 8„ 8" x 6" 12" x 8" 8"x6" 12 x 22-1/2" $�, 6" Type of Fitting TEE TEE TEE REDUCER REDUCER BEND PLUG PLUG Weight Each Total Fitting (tons) Weight (tons) 3/5 , �l /�S � 0 9 /7� . G/ /� �jr . �8 9a • /8 22(� .22 2� . a� !g .ar , Contractor shall fill in prices as a part of bid. B-13 � � PART B - PROPOSAL (Cont.) Within ten (10) days after notification by the City, the undersigned will execute the formal contract j'� and will deliver an approved Surety Bond and such other bonds as required by the Contract �.i Documents, for the faithful performance of this Contract. The attached bid security in the amount of o oF i� is to become the property of the City of Fort Worth, Texas, in the event the D 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. � � � � J � ' The undersigned bidder certified that he has obtained at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents, and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing . or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by the City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 310 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. A. The principal place of business of our company is in the State of /Yl�.vn/BSoT.� 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. � � � iJ =1 .:J !J Non-resident bidders in the State of !Y%� iv�vESOT'A , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. • Receipt is acknowledged of the following addenda: Addendum No. 1 (Initials) �Cyu� Addendum No. 2 (Initials) .Lr`✓ Addendum No. 3 (Initials) .C!/d✓ AddENd� �1/o.�f (rN�t�als� [Yt�l, B-14 � (S EAL) If Bidder is Corporation Date: %�D ��99 Respectfully submitted, s. .r. ,Ca�;s C�s� /,vc. By: � /�ce��rti �� L� (/ Title: �C� � �E�.t/� Address: /��. �JX .24Z.�8� /�2� iN6T.v /�xAs � Telephone: / �/,� �'�d ^ %�.3 / �X 8� j � yD • DD�D � ?�ao� B-15 � . - . . � � � ,J � J � � J J � � � � � �. � J J PART C General Conditions Supplementary Conditions ,J � .� �'��, PP.RT C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS l�Fj � �s�_ ,, l "9 � � , 1 1 � �.. � C1-1 C1-1.1 C1-1.2� C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 �1-1.26 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 C2-2 INTERPRETATION AND PREPARATION OF PROPOSA� 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 il) C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3> (3) (3) (3) (3) (3) (4) (4) (4) (4) (4> (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) C2-2 (1) c2-a cl� C2-� (2) C2-2 t3) C2-2 (3) C2-2 (3) � � C2-2.7 Delivery of Proposal C2-2,8 Withdrawing Proposals �2-2.9 Telegraphic Modification of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3.1 Consideration of Proposals C3-3.2 Minority Business Enterpise Women-Owned Business�Enterprise compliance C3-3.3 Equal Employment Provisions C3-3.4 Withdrawal of Proposals C3-3.5 Award of Contract C3-3.6 Return of Proposal Securities C3-3.7 .Bonds C3-3.8 Execution of Contract C3-3.9 Failure to Execute Contract C3-3.10 Beginning Work C3-3.11 Insurance C3-3.12 Contractor's Obligations C3-3.13 Weekly Payroll C3-3.14 Contractor's Contract Administration C3-3.15 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 WORR AND MATERIALS CS-5.1 Authority of Engineer CS-5.2 Conformity with Plans CS-5.3 Coordination of Contract Documents C5-5.4 Cooperation of Contractor C5-5.5 Emergency and/or Rectification Work C5-5.6 Field Office C5-5.7 Construction Stakes CS-5.8 Authority and Duties of Inspectors C5-5.9 Inspection C5-5.10 Removal of Defective and Unauthorized C5-5.11 Substitute Materials or Equipment C5-5.12 Samples and Tests of Materials C5-5.13 Storage of Materials CS-5.14 Existing Structures and Utilities CS-5.15 Interruption of Service C5-5.16 Mutual �esFonsibility of Contractors CS-5.17 Cleanup C5-5.18 Final Inspection (2) C2-2 (4) ` ' C2 - 2 ( 4 ) ^� �``�, C2-2 ( 4 ) ��: J C2-2 ( 4 ) V' C2-2 (4> C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) (2) (2) (2) (2) (4) (4) (4) (4) (7) (7) (7) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2> C4-4 (3) C4-4 (4) C5-5 C5-5 CS-5 CS-5 CS-5 C5-5 C5-5 CS-5 CS-5 Work CS-5 C5-5 CS-5 CS-5 CS-5 C5-5 C5-5 �7-5 C5-5 (1) (1) (2) (2) t3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) ca� (9) ' ' ' ' ' 1 :`K �;' 1 ' ' 1 ' : `� � ' � ��. � � ' C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.Z C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 � C6-6.13 C6-6.14 a C6-6.15 C6-6.16 �„ C6-6.17 C6-6.18 ' C6-6.19 C6-6.20 �� C6-6.21 � i� � 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 � C7-7.14 C7-7.15 � C7-7.16 C7-�.17 �' � r. � � LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the work Limitations of Operations Character of Workman and Equipment Work Schedule Time of Commencement and Completion Extension 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 C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement of Quantities C8-8.2 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 C6-6 C6-6 C6-6 C6-6 C6-6 (11) (11) (11) (12) (12) (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) t2) (2) (3) (4) (4) (4) (5) (6) (6) C7-7 (7) C7-7 t7) C7-7 (9) C7-7 (10) C7-7 (13) C8-8 (1) C8-S tl) CS-8.3 C8-8.4 C8-8.5 CS-8.6 C8-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 CB-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3> C8-8 (4) C8-8 (4) C6-8 (5) C8-8 (5) C8-8 (5) (4) � 1�� PART C - GENERAL CONDITIONS C1-1 DEFINITIONS � � � � � SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: > C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) (Developer) PART D - SPECIAL CONDITZONS 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 BIDDE RS (Advertisement) Same as l f� above PP.RT B - PROPOSAL (Bid) PART C - GENERP,L CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PP.RT F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) � l� C1-1 (I) C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or f urnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 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. Whezever Conditions precedence there may be a conflict between the General and Special Conditions, the latter shall take and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary f or 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. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and C1-1 (2) J � �: � faithful performance of the contract and include the following: � 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) Security (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. i.J , • � � L�`; 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. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. C1-1 ( 3 ) � C1-1.17 DIRECTOR OF PUBLIC WORRS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR CITY WATER DEPARTMENT: The duly appointed Director of the �ity Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents,.engineers,.inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering-into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORRING 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 t7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be prescribed by the City Council of the City of Fort observance by City employees as follows: 1 �� 1 ' ' ' ' ' ' >��'_. > I � � � 1 observed as ' Worth for ��' C1-1 (4) ! � �� , � � L �!! � 1�� `�- [� �� -, 1. 2. 3. 4. 5. 6. 7. S. 9. New Year's Day January 1 M. L. Ring, Jr. Birthday Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November Thanksgiving Friday Fourth Friday in November Christmas Day December 25 Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD State Highway Transportation Of f icials 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. - Asphalt Ave. - Avenue Blvd. - Boulevard CI - Cast Iron CL - Center Line GZ - Galvanized Iron Lin. - Linear or Lineal lb. - Pound MH - Manhole Max. - Maximum - Million Gallons Per Day CFS - Cubic Foot per Second Min. - Minimum Mono.- Monolithic $ - Percentum R - Radius I.D. - Inside Diameter O.D. - Outside Diameter Elev.- Elevation F - Fahrenheit C - Centigrade In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard SY - Square Yard L.F. - Linear Foot D.I. - Ductile Iron � C1-1 (5) . � C1-1.27 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 snbmitted. 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 oz 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-i.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: parallel lines two (4') feet back of exists. ' ,� �,��' t ' ' ' 1 ' �� ,'' ' � i� 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) � � 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 r. items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understand�ng of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal � contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial � Statement,° all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour foz openinq of bids. � � � The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been s o prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10$) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable f or a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects completed not more than five (5) years prior to the date on which are to be received. The Director of the Water department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. � The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the � project on which he submits a bid. � C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal � C2-2(1) « � forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work perf ormed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work`to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner 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 actua2ly 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 vis�t the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-f acie evidence that the bidder�has made the investigations, examinations and tests herein requized. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the �2_2�2� t ��- {: , S - w '' ' ' ' � , 1 �,� , , � .r 1 ��1 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 subniit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the�form shall be correctly filled in and the Bidder shall state the prices, � written in ink in both words and numerals, for which he proposes to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. Zn case � of discrepancy between the price written in words and the price written in numerals, the�price most advantageous to the � � � �.= -' � �"' � � �: L City shall govern. Zf a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or corporation, the company or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a°Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the °Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is 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) � � C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the 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 Bidd�r 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 request for non-consideration of a proposal must•be made in writing, addressed to the•City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and_duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal openinq 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 authori2ed representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 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) � E� -.._ 1 ' ' ' ' ' 1 .�-,y, , C� ' ' ' � ' v�' � � '�',, 4�{� � 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 work contemplated. � c. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against � the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. r'" e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. � g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion � of additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the �" following: � .1. Financial Statement showing the financial -• condition of the bidder as specified in Part � "A" - Special Instructions. 2. A current experience record showing especially the projects of a nature similar to the one � under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment �the bidder has available for use on the ' project. �The Bid Proposal of a bidder who, in the judgment of the � Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. D O CZ-2�5� � �.^:. PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS � SECTIaN C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been n opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the app2ication- of guch formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. , C3-3.2 MINORITY BUSZNESS 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 aqrees, upon request by Owner, to allow and audit and/or an � examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed � by the MBE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or 1 local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of 1 time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall �'"� comply with Current City Ordinance prohibiting discrimination r in employment practices. ['� � C3-3 (1? The Contractor shall post the required notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WZTHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The-Owner�reserves the right to withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee. The award of the cor,tract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise 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 sufficient performance bond in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 t2) � � �,. �'' bond shall guarantee the payment for all labor, , materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above � stipulated are accomplished and final payment is made on the project by the City. � � � � � b. MAZNTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by . the Contractor. No sureties will be accepted by the Owner which are at the `'` time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds � shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the ' owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list 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 �ompany. Each bond shall be properly executed by both the Contractor and Surety Company. � Should any surety on the --� at any time by the Owner, .,., ; to that effect and the �.> ' contract be determined unsatisfactory notice will be given the Contractor Contractor shall immediately provide a C3-3 (3) � � new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORR: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (IO) 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) 1 �€� �.' � ' ' � � :�, ' �~ � � 1 ' � � a. 1 � r � � �' ' r �.. 1 � � l�l � 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 Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. ' ' � � � L*� ; � ,1 � c. ADDITIONAL LIABILZTY: The Contractor shall furnish insurance as separate policies or by - additional endorsement to one of the above-mentioned policies, and in the amount as set f orth for public liability and property damage, the following insurance: 1. Contingent I,iability (covers General Contractor's Liability for acts of sub-contractors). 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed ad-jacent to same). 4. Damage to underground utilities for $500,000. C3-3 (5) �' r 5. 6. Builder's risk (where above-ctround structures are involved). Contractual Liability (cover:srall indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,Q00 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, an3 also against any of the following special hazards which may be encountered in the performance of the Contract. � 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. iSample attached.> All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work 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 �G�. .• ' ' ' 1 1 � � `_ �:� ' 1 1 1 1 u 1 •``✓JI 1 � ''>. � � L � City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom service of process may be had, and must have authority and power to act on behalf of the 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 bondinq 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 certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEERLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the ry 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 construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office � within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full � authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Cont�actor in all matters pertaining to the work governed by th� 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 aqainst the work or any other ,�: C3-3 ( 7 ) � � � matter associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth-Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all appropriately signed and sealed, as applicable, by the 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 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 authority 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 any action hereinunder shall be exclusively in Tarrant County, Texas. ' ;��`� ,� 1 _y �' ' � ' I ' I ��_'�� I I I � � �. � � ' �.I C3-3 (S) � � '�. � � -4 SCOPE OF WORR SECTION C4 PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORR � C4-4.I 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. � � w , ' ' ' �r � C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, then "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the Bidder in the 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 perf orm the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as C4-4 (1) 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. C4-4.4 ALTERATION OF CONTRACT DOCUMENT : By Change Order, the Owner reserves the right to make such c� anges in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such-changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered 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 defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun a"Change Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. b. 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 t4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10$ of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method C4-4 (2) �, ' `�. � � suggested by the Owner and shall give the O�ner access to all accounts, bills, vouchers, an�d 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. � N o claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor �' to involve Extra Work for which he should receive � compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to �� beginning such work. L'� � rn � 1 i� Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request f or written orders and shall keep an accurate account of the actual reasonable cost thereof as provic3ed under method (Item C). Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days before the time f or making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to 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 final payment for all costs Contractor incurs as a result or � relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ' ripple or impact cost, or any other effect on changed or unchanged work as a result 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) � � shall be presented al anticipated progress of plotted horizontally and vertically. The progress 11" sheets and at least be furnished to the Owner. so a composite graph showing the construction with the time being the percentage of completion plotted charts shall be prepared on 8=1/2" x five black or blue line prints shall C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACZLITIES: Within ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such i�tervals 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) ' =�� ' ' 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 defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule._ Float. time is not 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 �ategory, 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. - � 1. ' 2. 3. � 4. 5. ' b. ' 7. 8. � Preparation and transmittal of submittals. Submittal review periods. Shop fabrication and delivery. Erection or installation. Transmittal of manufacturer's operation and maintenance instructions. Installed equipmer.t and materials testing. Owner's operator instruction (if applicable). Final inspection. C4-4 (5) r � 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 necessazy to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. � �� ' 1 1 L� ' ' _-. _ 1 ��1 �`_ . . 1 ' � 1 L� � ' �f' C4-4 (6) ' � � ,., � � � � � 1 n PART C - GENERAL CS-5 CONTROL OF MATERIALS SECTION CS-5 CONTROL OF WORR AND MATERIALS CONDITIONS WORR AND C5-5.1 AUTHORITY OF EN�INEER: The work shall be performed to the satisfaction of the ngineer and in strict compliance with the Contract Documents. Ae shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. Ais 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. In the event of any dispute between the Engineer and �" Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon , written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in , , � � � controversy. CS-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Aay 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) CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, fignred dimension sha11 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 rnay be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall �ave available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and;;�other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who ara fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to C5-5 (2) � ��. , ' , � � � ' � � ' ' ' ' � � adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5-5.5 EMERGEN�Y AND/OR RECTIFICATION WORR: When, in the opinion of the wner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether �he project is scheduled on a calendar-day or on a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 25$, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if 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. 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) r � These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until- he is authorized by the Engineer to remove them. Whenever;,in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25$ will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES 0F CITY INSPECTORS: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to:suspend work until the 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 Documer�ts. 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. Ae will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. CS-5 (4) � ' `-_ � m � 1 1 ' ' ' . � � . ,� � � � � �' 1 � � '. � C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements � of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be � 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 i 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 �W unacceptable, the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the e Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. � 1 n ' 1 �J � ' CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORR: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost 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. CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to ENGINEER 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 C5-5 (5) � substitute from that specified and indicating avail�ble 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 for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by the samples until tests have 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 shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using.samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be ma3e prior to the use of the new materials. C5-5.13 STORAGE OF MATERIALS.: All materials which used in the construction operation shall be store insure the preservation of the quality and fitness of When directed by the Engineer, they shall b� placed platforms or other hard, clean durable surfaces and 1 ,� -_ 1 t 1 1 � 1 i ' h T`� 1 1 ' � are to be 1 d so as to ' the woric. on wooden not on the ��' C5-5 (6) ' � �`:. � ground, and shall materials shall b prompt inspection. be placed under cover when directed. Stored e placed and located so as to facilitate � CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or � the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many g as � mains, water mains, conduits, sewer lines and service lines � for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in � their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the 1 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. - Zt shall be the Contractors responsibility to verify locations �r-. of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such � local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing , utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all utility companies at least forty eight � (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as � subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: � � , �' �; a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. C5-5 ( 7 ) . � 2. Notify each customer personally through responsible personnel as to time and schedule of the interruption of their service, or 3. Zn 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: ' �.� ' ' ' ' �- 1 .. � ' ;. 1 .� � "NOTICE" Due to Utility�Improvement in your neighborhood, your (water) (sewer)�service will be inter- rupted on between the hours of and . -- This inconvenience will be as ��_ short as possible. Thank you, Contractor Address Phone b. Emerqency: In the event that an unforeseen service ' interruption occurs, notice shall be as above,but immediate. �� CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under ttrese 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 C5-5 (8) � � � � 1 �`' � � ��. � unsatisfactory procedure, the City may take such direct action as the Engineer deerns appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, , and the costs of such direct action, plus 25$ of such costs, shall be deducted from monies due or to become due to the Contractor. � Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and ^ final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded � materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly ' condition equal to that which originally existed. Surplus and � waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The � Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing �, condition. No extra compensation will be made to the Contractor for any clean-up required on the project. CS-5.18 FINAL INSPECTION: Whenever the work provided for in ' and conte�:plated under the Contract Documents has been ��` satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and � request that the Final inspection be ma3e. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in � writing of the acceptance of the same after the proper � resolution has been passed by the City Council. No time charge w�ill be made against the Contractor between said date of notification of the Engineer and the date of final � inspection of the work. 1 ' ' 1 - CS-5 (9) � r �. � � PART C - GENERAL CONDITIONS Cb-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 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. � C6-6.3 PATENTED DEVICES MATERIALS AND PROCESSES: If the Contractor is required or c�esires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with � the patentee or owner of such patent, letter, or copyrighted � design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or - cost arising from patents, trade-marks, and copy rights in any � way involved in the work. The Contractor 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. � �= � C6-6 (1> � � C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will:tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by-the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AN D CONVENIENCE: Materials or equipment stored about the work shal� be so p�laced 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, inc.luding, but not lirnited to, safe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include.bridging, placement of crushed stone or gravel or such other means of providing proper ingress and egress for the property-served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisf actory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all wozk necessary for the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work oz prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) ' �� ' ' � . � '��, .:�� 1 � ' � 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-four 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 flr 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 f or crossing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as , well as the structures of such crossings. The Contractor shall at all times conduct his operation and ' the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, � the Contractor shall immediately satisfy all �laims of ' property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer"a written statement showing all such claims adjusted. � C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the ' Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the 1 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 e spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. • Zf the street is occupied by railway tracks, the work shall be '' eC6-6 (3> f' r carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work'. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 �ARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and f ences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles f rom being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. 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 Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) 1 ,..� 1 ' 1 1 ' ' ' ::- j' ' � �. ' � `�,,' � i 1 � The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. Zf 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 requirements of the above �„ referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary � sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When � construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the � permanent sign and shall leave his temporary sign in place until such re-installation is completed. � 0 � 1 ' 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 project 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, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary fvr 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 ��; C6-6 (5> � � � advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause`of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. C6-6.10 WORR 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-af-way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineez. 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 �� i 1 ' ' ' 1 ' ' �_�� 1 � � ' � I �I C6-6 (6) 1 � �`. u � � � � 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 lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of_ the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in i�-�� 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. ' ' 1 � 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 not 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 items bid in the � fencing when the � prevent cost for shall be project 1 C6-6 (7) w � 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 resul�ts, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any an all claims or suits for property damage or Ioss 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, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the'Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and employees for property damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, Cb-6 (8) `. �' ';: .:�-�J -J-1 ' 1 ' � _' ' ..i-...�' ;: ; ' ' � ` ' -�,I � � ��. R� � � � � � in whole or in part, by alleged negligence of offic�rs, 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 who2e 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 final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. ��. If the claim concerned remains unsettled as of the expiration �:_: of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total � dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then � be recommended by the Director. � ' � � � � � The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the cl.aimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the C6-6 (9) expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstandinq as a result of work performed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim f or compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILZTIES� ETC.: In case it is necessary to change, move, or alter...in any manner the property of a public utility or others, the said property shall not be moved or interfered with until:orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 (10) � � :�I � � � 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 CHARC�ES FOR WATER FURNISHED BY THE CITY: When the Contractor cZesires to use City water in. connection with any construct.ion work, he.shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. i�{ � City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beycnd the point of delivery shall be installed by the Contractor at his own expense. � The Contractor's responsibility in the use of all existing . fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. � � � 1 1 � � LI When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When meters are not used, the charges, if any, will be as presczibed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver 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 RESPONSIBILITY FOR THE WORR: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shaZl take every necessary precaution to prevent injury or damage to the work or any part C6-6 (11) thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. ' C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be.held_to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may purchase, rent or leas e all materials, supplies and equipment used or consumed in the performance of this contract by issuing-to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to an3 shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies 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 manner stated above. C6-6 (12) � ��. � Limited Sale, Excise and Use Tax permits and information can be obtained from: Comptroller of Public Accounts Sale Tax Division � Capitol Station Austin, TX , � ' ' � �� 1 1 1 1 I ::-�- C6-6 t13) �'' � '� O PART C - GENERAL CONDITIO?ZS C7-7 PROSECUTZON AND PROGRESS jSECTION C7-7 PROSECUTION AND PROGRESS: � C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than �" fifty (50$) percent of the value embraced in the contract. If , the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under � these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the � Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, *"! when the work is in operation, be represented either in person , or by a superintendent or other designated representatives. - C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not ' assign, transfer, sublet, convey, or otherwise dispose of the ��` contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner � expressed by resolution of the City Council and concurred in by the Sureties. � � e , � � � ::, ' If the Contractor does, without such previous consent, assiqn, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be.revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for. the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORR: Pzior 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 C7-7 (1) . r prosecuting the work and ordering materials and equigment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of aIl construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencinq shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval_from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may be C7-7.8 "Extension of Tim and a progress contract time. schedule changed only as set forth in Section e of Completion" of this Agreement, shall not constitute a change in the C?-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary 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. C7-7.5 CHARACTER OF WORRMEN AND EQUIPMENT: Local labor shall be used by the Contractor is available.. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or ��_� �2� 1 :� �1 � � � ' 1 ' t� ^-� � ' . � � _ �. ��=��1 1 � ��. � otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon � without written consent of the Engineer. All workmen shall have sufficient skill, ability, and � exper'ience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the � performance of the assigned duties. � � � � � The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satisfactory rate of progress. 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. ORDER" for beginning work, whichever comes first. C7-7.6 WORR SCHEDULE: Elapse3 working days shall be computed starting with the first day of work completed as defined in C1-1.23 "WORRING DAY" or the date stipulated in the "WORK Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Aolidays, providing that the following requizements are met: a. . A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later than the proceeding Thursday. 1 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 Enqineer, 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 e 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 defined in C1-1.24 and the Contractor may work as he so desires. C7-7 (3) C7-7.7 TZME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be perf ormed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . In adjusting the contract time for completion of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if C7-7 (4) � '�` R any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the � Council for final approval or disapproval; and the action thereon by the Council shall b� final and binding. If delay is caused by specific orders given by the Engineers to stop � work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the �'* Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond f rom all his � obligations hereunder which shall remain in full force until the discharge of the contract. ' n 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 complete this contract or the time of completion will be specified by the City in the Proposal section of the contract documents. 'w The number of da�•s 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. � � ' ' e � � For each calendar day that any work shall remain uncompleted after th2 time specified in the Contract Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF CONTRACT Less than $ 5,000 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 to $ 100,000 $ 100,001 to $ 500,000 C7-7 (5) inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 P' � $ 500,001 to $1,000,001 to $2,000,001 and over ' t� $1,000,000 inclusive $ 315.00 1 $2,000,000 inclusive $ 420.00 $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SOSPENSION BY COIIRT�ORDERz 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 t.o the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENS14N: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any.reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaqed in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual �onsent 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 � 1 �. � �. f�� ' r � ' � � ' ��r ' � �. � 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 from the Engineer and shall promptly when notifie �'" operations. 1� � ' � ' ' , i suspend work without written notice proceed with the work operations d by the Engineer to so resume 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 staternent of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the Owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable eff ort assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract and the Owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include, but not be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORR AND ANNULMENT OF CONTRACT: The work operations on all or any portion or 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. � C7-7 (7) � � b. Substantial evidence that progress of the work operations by Contractor is insufficient to complete the work within the specified time. c. Failure of the Contractor to sufficient labor and equipment the working operations. provide and.maintain to properly execute d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents-or to comply with any orders given by the Engi:neer or Owner provided for in these Contract Documents. 1 :`'�� -�iJ' � 1 1 � ' g. Failure of �he Contractor promptly to make good any --_ defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. Substantial of illegally fraud on the contract. evidence of collusion for the purpose procuring a contract or perpetrating City in the construction of work under i. A substantial indication that the Contrac,tor 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. � _...e_.,t � 1 � « ' k. If the Contractor commences legal action against the Owner. � c � A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ardered the Contractor to discontinue, and may perform the same or may, with the written ��_� � 8 � 1 -�r i � ��. � 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 tthe 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 of 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. Zn 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 thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor � under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the � work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. W Zn case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed ' by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work 1 is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not � hinder or interfere with performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be � considered as having been fulfilled, save as provided in any � bond or bonds or by law, when all the work and all sections or - parts of the project covered by the Contract Documents have � . � ' C7-7 (9) � �. � been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATZON FOR CONVENIENCE OF THE OWNER: ' A. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailinq a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, 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 perf ormance of work terminated by the notice of termination; 4. transfer title to the manner, at the if any, directed by 1 �'.a.� � � ' � ' 1 ' ' :� ' 1 � � the Owner and deliver in times, and to the extent, ' the Engineer; - �� C7-7 (10) ' � ��. �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 as shall notice of performance of such part of the work not have been terminated by the termination; and 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. At a time not later than 30 days after the �� termination date specified in the notice of termination, the Contractor may submit to the � Engineer a list, certified as to quantity and guality, of any or all items of termination inventory not previously disposed of, exclusive of � items the disposition of which has been directed or authorized by the Engineer. Not later than 15 days ' thereafter, the Owner shall accept title to such �� items provided, that the list submitted shall be ; subject to verification by the Engineer upon � removal of the items or, if the items are stored, within 45 days from the date of submission of the ' list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. ' � � � C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-3ay period or authorized extension thereof, any and all such claims shall be conc?usively deemed waived. e��_� � �� F` � D. AMOUNTS: Subject to the provisions of Ztem 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 amoun.t. shall be due for lost or anticipated profits. Nothing in C7-7.16(�E) hereafter, prescribing the amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. 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 Contractar by reason of the termination of work pursuant to this section the Owner shall determine, 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 dne for lost or anticipated profits. F. . DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other 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 provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an C7-7 (12> 1 �� .� �p� � ' ' 1 ... ' .• .r.--� ' � L ' � �y� ' � �`-. � equitable adjustment of the price or prices specified in the contract relating to the continued portion of the eontract (the portion not terminated � by the notice of termination>, such equitable adjustment as may be agreed upon shall be made in such price or prices, nothing contained herein, however, shall limit the right of the Owner and the � Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said � contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this � section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of � Abandonment of the work and Amendment of Contract" or any other right which Owner may have f or def ault or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTZCES: The Contractor shall be � responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibiliti.es 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 work. � � � ' , ' � �. � C7-7 (13) � ''.'�. , PART C - GENERAL CONDITIQNS C8-8 MEASUREMENT AND PAYMENT ' SECTION C8-8 MEASUREMENT AND PAYMENT , CS-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 r* of the Contract Documents shall be made by the Engineer, based , on rneasurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, � solid contents, numbers, and weights of the materials and items installed. ' C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, � equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to � the Engineer of all work to be done under these Contract _. Documents. ��" The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, � cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all � other items not specifically mentioned that may be required to 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 f or the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work necessary f or the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time CS-8 (1) before its final acceptance by the Owner, texcept as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for aIl expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completeing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or aff ect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which def ects, imperfection, or damage shall have been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAZNAGE: 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 (5100.00) in amount, 908 of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95$ of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work whrch are to be incorporated into the work as a permanent part thereof, but which at the the time of the estimate have not been installed. (such payment will be allowed on a basis of 85$ of the net invoice value thereof.> The Contractor shall f urnish the Engineer such information as he may request to aid C8-8 t2) � �`, him as a guide in the verification or the preparation of Apartial estimates. It is understood that the partial estimate from month to month ' will be approximate only, and all partial monthly estimates and pay ment will be subject to correction in the estimate rendered following the discovery of an error in any previous , estimate,and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work � done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reser�es the right to withhold the payment of any monthly estimate if the contractor fails to perform the work � strictly in accordance with the specifications or provisions of this contract. ' rn C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and �,j-• all requirements of the Contract Documents shall•have been fulfilled on the part of the Contractor, the Contractor shall � notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable � time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been - comp�eted in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and � recommend final acceptance of the project and final payment therefor as outlined in C8-8.8 below. � � , C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract 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 oon as the necessary measurements, computations, and checks �an be made. All prior ' subject to payment. � estimates upon which payment has been made are necessary corrections or revisions in the final C8-8 (3) � F � The amount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior 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 urnishinq labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. � The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work uader Contract Documents or any act or neglect of said City relating to or connected wi-th the Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and C8-8 (4> 1 -,'-^ � _'; � '.::./ ..�:>� � ' ' 1 ' ' "�� -:�:� ' � � � ' ' ' ```�y� 1 � � � for any damage to other work resulting therefrom which ' pay eriod of one year from the date of shall appear within a p final a�ceptance of the wark unless a longer period is � specified andshall furnish a good and sufficient mainte�ance bond in the amount of 100 percent of the amount of the contract which shall assure the performance �ivehno icerof ' g u a r a n t Y f ects w th reasonable promptness .i 11 g' observe3 de , n �'- ;,` � ' � ' ' � � �g-8.11 SUBSIDIARY WORR: Any and all wo�o___ePt�lsuchlas go��erned by documentary requirements for the p j conditions imposed by the Plans, the General Contract::;.,, Documents or thes� S�ecial Contr�ovidedufor in� the Proposal� specific item for bid has been p 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. �g-g.12 MZSCELLANEOUS PLACEMEms On theEPr posaMatorest blish allocated under various bid ite unit prices for misc�llaneous placement of material: These materials shall be used only when directed by the Engineer, depending fnmaterial�willlbesmadeafornonlyrthatcamount�of placement o material used, mea�ured to the nearest one-tenth uni . Payment for miscellanGeneral aContract �L`�ocumentslrega dless of accordance with the ro ect. the actual amount used for the p� ;�, .u_ C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, ad3enda, modific_ations, shop drawings and samples at the site, lthe�construction annotated to show all changes made during , process. These shall be delivered to Engineer upon comple�io-,n +- of the work. ,. y ' �. � C8-8 (5) D � D � D D D D � D D� D D d D D � � D � m � n 5 � SECtION C-�.1 � Suppieme'ntary Conditions to Section C ` � m rn � � �e m a LL ; � � � A. � SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS � ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: � Upon request, Contractor agrees to provide to Owner complete and accurate information , regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its IYtl 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 1 commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances � relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being " determined to be irresponsible and barred from participating in City work for a period of � time of not less than three (3) years. �il C ' � 1 ' ' D. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "No sureties will be accepted by the owner which 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." C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the ' Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid � within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials � delivered to the work place which are to be incorporated into the work as a permanent � Revised 5/14/99 Pg. 1 LJ -, � ' 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 may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per � cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). � Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold '''� future payments from the Contractor until compliance with this paragraph is . accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay � estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial � payment by � Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. � The City reserves the right to withhold the payment of any partial estimate if the ' Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. � E. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" � F. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" G. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), should be deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their �„ personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and 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 any such injury, damage or death is caused, in whole or in part, by the ne�ligence or alle,ged ne�ligence of Owner, its officers, servants, or ernployees. Contractor likewise ' covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or � destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in irti Revised Pg. 2 5/14/99 ' .., � ' whole or in part by the ne�ligence or alle�ed ne�li�ence of Owner, its of�cers, servants or employees.. �"'" In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled andlor a release from the claimant involved, or (b) provides Owner with a letter from Contractor's � liability insurance carrier that the claim has been referred to the insurance carrier. � The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. ' LJ 1 ' ' , ' , ' 1 1 ' � Revised Pg.3 5/14/99 i � � � � � D � D � � � J � `l � J !J � PART D Special Conditions Additional Special Conditions 0 � PART D - SPE�IAL CONDf;�'IONS �� D-1 AWARD OF CONTRACT ....................................................................................... SC-3 D-2 SUBMISSION OF CONTRACT DO�UMENTS .......................................................SC-3 D-3 GENERAL .......................................w........................:............................................. SC-4 D-4 TAX EXEMPTIONS ..................................................:�......:......................................SC-6 D-5 PROJECT DESIGNATION .............:.......................................................................SC-6 D-6 EQUAL EMPLOYMENT PROVISIO�IS ................................................................... SC-6 D-7 PRE-CONSTRUCTION CONFERENCE .................. r�............................................. SC-6 D-8 COORDINATION MEETINGS .................................:.............................................. SC-6 D-9 PROJECT ABANDUNMENT ..........M .........................:............................................. SC-6 D-10 BREAKDOWN OF BID PROPOSA� .............�.......................................................... SC-6 D-11 INDEMNIFICATION........r .......................................... ............................................ SC-6 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S �'OMPENSATION LAW ......... SC-7 D-13 MINORITY AND WOMENS BUSIN�SS ENTE'RPRISE (M/WBE)COMPLIANCE... SC-9 . D-14 CALENDAR DAY .................................................................................................. SC-11 , D-15 SUBSIDIARY WORK .....................::........................r............................................ SC-11 D-16 WAGE RATES .........................................................�:...........................................SC-11 D-17 EASEMENTS AND PERMITS .......:o ..................................................................... SC-12 D-18 COORDINATION WITH°FORT WORTH WATER D�PARTMENT ............:.......... SC-13 D-19 DAMAGE TO PRIVATE PROPERTY .......................@............................................ SC-13 a, D-20 SHOP DRAWINGS ..................................................:�........................................... SC-13 D-21 CROSSING OF EXISTING UTILITIES .................:............................................... SC-13 D-22 EXISTING UTILITIES AND IMPROVEMENTS........� :............................................SC-14 D-23 CONSTRUCTION TRAFFIC OVER PIPELINES......� ............................................ SC-14 D-24 TRAFFIC CONTROL ...............................................:............................................SC-15 .� D-25 PAYMENT ............................................................................................................ SC-15 D-26 DELAYS ..........................:.............�........................ SC-15 D-27 DETOURS .................................... ......................��...........................................SC-16 .... . D-28 BARRICADES AND WARNING SIGNS .................. �!............................................ SC-16 D-29 EXAMINATION OF SITE ...............s...................................................................... SC-16 D-30 ZONING COMPLIANCE ........................................................................................ SC-16 D-31 WATER FOR CONSTRUCTION ..�� ........................ ........... SC-16 3 : ................................. D-32 WASTE MATERIAL .................................................�............................................SC-16 D-33 CLEANUP FOR FINAL ACCEPTA�ICE ................................................................ SC-16 D-34 PROPERTY ACCESS ..................�....................................................................... SC-16 D-35 CONSTRUCTION SCHEDULE AND SEQUENCIN� OF WORK ......................... SC-17 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH V�LTAGE LIN�S .................... SC-17 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC-17 �n D-38 SANITARY FACILITIES FOR WORKERS ..............��.............................................SC-18 D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC-18 �� D-40 RIGHT TO AUDIT .................................................., ............................................. SC-18 D-41 INCREASE OR DECREASE IN QUANTITIES ..................................:.,..:.............. SC-19 D-42 CUTTING OF CONCRETE...........;ti ....................................................................... SG20 D-43 PROJECT DESIGNATION SIGN..� ....................................................................... SG20 D-44 CONCRETE SIDEWALK AND DR�VEWAY REPLP�CEMENT .............................. SG20 D-45 MISCELLANEOUS PLACEMENT OF MATERIAL ..:............................................. SG20 D-46 TYPE «C„ BACKFILL ............................................................................................ SG21 , „ D-47 CRUSHED LIMESTONE BACKFILL ......................�.............................................. SG21 D-48 2:27 CONCRETE ...................................................��............................................. SG21 D-49 TRENCH E�CAVATION, BACKFILL AND COMP,�CTION ................................... SC-21 D-50 PAVEMENT REPAIR (E2-19) ...............................................................................SC-23 oai2oiss SC-1 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-89 79.1 79.2 79.3 79.,4 79.5 79.6 79.7 79.8 79.9 79.10 79.11 79.12 79.13 79.14 D-80 D-81 ,� D-82 D-83 D-84 D-85 D-86 D-87 D-88 04/20/99 � °� TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY .. SC-23 . SANITARY SEWER MANHOLE ....................................................................... SC-2'4 SANITARY SEWER SERVICES . ......................................................................... SC-27 � NOTUSED .......................................,..............,..................................................... SC-28 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ......... SC-28 DETECTABLE WARNIN� TAPES ....................................................................... SC-3� , � PIPECLEANING .......................:y.........................................................................SC-30 . BARRICADES, WARNINGS ANd FLAGMEN ......................................................SC-$0 DISPOSAL OF SPOIUFILL MATERIAL............� .................................................... SC-3� MECHANICS AND MATERIALM�N'S LIEN ......................................................... SC-31 SUBSTITUTIONS........................�........................................................................ SC-31 � PRECONSTRUCTION TELEVISI�N INSPECTION/SANITARY SEWER LINES . SC-�1 VACUUM TESTING OF SANITARY SEWER MANHOLES ........... ....................... SC-34 BYPASSPUMPING .............................................................................................. SC-35 POST-CONSTRUCTION TELEVI�ION INSPECTION OF SANITARY SEWERS SC-35 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-37 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL .. SC-38 � INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................. SC-39 r ., PROTECTION OF TREES, PLANTS AND SOIL .................................................. SC-39 SITERESTORATION ..................}........................................................................SC-3� STANDARD PRODUCT LIST.....��............� .......................�....................................SC-39 TOPSOIL, SODDING AND SEEDING .................................................................. SC-40 CONFINED SPACE ENTRY PROGRAM .............................................................. SC-45 SUBSTANTIAL COMPLETION IN�PECTION/FINAL INSPECTION .................... SC-4� EXCAVATION NEAR TREES .....! ........................................................................ SC-4v .. CONCRETE ENCASEMENT OF �EWER PIPE .................................................. SC-46 CLAYDAM ..................................:........................................................................ SC-46 EXPLORATORY EXCAVATION (D-HOLE) .............................................•............. SC-46 INSTALLATION OF WATER FAC,�LITIES ............................................................ SC-4� POLYVINYAL (CHLORIDE PVC) �WATER PIPE .................................................. SC-47, BLOCKING ................................... ...... SC-47 Ka ........................................ ......................... . TYPE OF CASING PIPE :..............a....................................................................... SC-47 TIE-INS .................................................................... .................................. SC-48 ........... CONNECTION OF EXISTING M/�INS ..................................................................SC-48 VALVECUT-INS ........................ �....................................................................... SC-48 WATER SERVICES .................... ` ..................................................................... SC-48 ..:.. • 2-INCH TEMPORARY SERVICE LINE ................................................................. SC-50 ADJUST MAf�HOLES AND VAULTS (UTILITY CUT) ........................................... SC-5�` ADJUST WATER VALVE BOXE�� ....................................................................... SG51 PURGING AND STERILIZATION OF WATER LINES ..........................................SC-51. WORK NE'AR PRESSURE PLANE BOUNDARIES ..............................................SG52 WATER SAMPLE STATION........�r .......................................................................SC-52a DUCTILE IRON AND GRAY IROI�I, FITTINGS ...................................................... SC-53 SPRINKLING FOR DUST CONTROL .................................................................. SC-53 . DEWATERING............................*:�....................................................................... SC-53 TRENCH EXCAWATION FOR DE�P TRENCHES ............................................... SC-53� . TREEPRUNING ..........................:............�....................................,...................... SC-5�, , TREE REMOVAL .................... �� ....................................... SC-54' ..... ,� ............................... TESTHOLES ...............................�...................................................................... SC-55 PAVING SEQUENCE OF CONSTRUCTION ........................................................SC-55 -, _ . , . ACCESS TO�DRIVEWAYS...........„,� ...................................................................... SC-55� CONTRACTORS RESPONSIBILIT.Y FOR DAMAGE CLAIMS .............................SC-55 r �� t SC=2 � � � �� J � � � � � � ��' ■1 � ■I � a PART D - SPECIAL COND�TIONS FOR: Southside il Water Transmission Main 4' Southside II Pressure Plane �� Contract II � DOE Project No. 0267, Water Project I�o. PW77-06077�0140080 D-1 AWARD OF CONTRACT: The City reserves the right t� abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any cor�struction work authorized by the Cit� Award, if made, shall be to the responsive low bidder. � The following shall apply for contract docume�ts with multiple aunits 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 contra,ct(s), if made, siiall 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 ��hall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate mo�thly M/WBE reports for each Unit included in the Contract. Construction time on all units will run concurrently. For sitt��tions 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 constru�tion�time perioc�:; 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) �►vorking days after notification by the City. �� A Pre-Construction meeting date will be established and no�ted 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-constr�action meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. Per City ordinance 11923, the contractor(�) shall submit t�e 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 ai"e strongly encouraged to submit the executed letters of intent (with M/WBE�� subcontractors) at the time of submittal of the UTILIZATION FORM or �OOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or a�reement(s), the contractor(s) will not be allowed to begin work. Time on the prdject will start to ;�ccumulate at the end of the ten (10) days as stipulated above. ,, � Additional �ubmittals at time of pre-construction meeting shall include (but not limited taJ: D 04/20/99 Co�tractors Work Plan and Schedule Dis�'posal Site for Waste Material Information Sub-Contractor ldentification A SC-3 J .; PART D - SP�CIAL CONDITIONS Trench Safety Design (if required) �� 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 completion time period stipulated in th� proposal section. E r�� Ll be determined by th� � 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. � F� D-3 GENERAL: o, ,� � °� The order or precedence in case of conflicts or discrepancies between various parts of the.A 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 Docum�nts under the provisions stated above. The Contractor shall be responsible for defect"s in this project due to faulty materials and workmanship, or both, for a period of one (1) y,ear from date of final acceptance of this project by po the City Council of the City of Fort Worth and°°v►rill be required to replace at his expense any part or all of this project which becomes defective d�e to these causes. ,� The City .reserves the right to abandon, withQut obligation to the Contractor, any part of the project, or the entire project, at any time befpre the Contractor begins any construction work authorized by the City. Contract, if awarded, sh�all be as described in "Award of ContracY' above. Subject to modifications as herein containe�, 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, s`�ecifying, referring or implying product control, performance, quality, or other shall be bindi 'g upon the contractor. Tfie specifications and drawings shall be considered cooperative; ther�fore, work or material called for by one and not shown or mentioned in the other shall be ac�Complished or furnished in a faithful mai�ner as though required by all. �� Any Contractor performing any work on Fort Wc�rth 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 D�partment General Specifications, which general specifications shall govern performance of all such work. oai2oiss SC-4 '� � � � � � � � L�J � � � .l*■ �= a �" L'� ■ � � � PART D - SPECIAL CONDITIONS �� This contract and project, where applicable, may also be gove�ned by the two following pubiished specifications, except as modified by these Special Provisions: � d� e: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH ': D ' 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS �, � A copy of either of these specifications may be purchased at fhe office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the � pay item by the designer. If not shown, then �pplicable published specifications in either of these documents may be followed at the discretion of the Contractor; General Provisions shall b.e those of the Fort Worth document rather than Divisic�n 1 of the North Central Texas document. � � Bidders shall not separate, detach or remove any portian, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining R"j contract documents intact may be ground'� for designating bids as "non-responsive" and �,.J rejecting bids or voiding contract as appropriate as determined by the City Engineer. � INTERPRETATION AND PREPARATION O��PROPOSAL: A. � D � B. Q � D �. D � 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 "Noticg to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time fo 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 b'e in a sealed envelope plainly marked with the word "PROPOSAL", and the name or descri�'tion of the proj�ct as designated in the "Notice to Bidders". The envelope shall be addressed to the Purcl�asing Manager, City of Fort Worth Purchasing Division, PO Box 1�7027, ForC�Worth, Texas 76102. �� ;� WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for ope�ning 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°p proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed mav, at the option of the Owner be returned unopened. �, TELEGRAPHIC MODIFICATION OF PROPOSALS:, Any bidder may modify his proposal by telegraphic communication at any time prior to the time rset 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 �ommunication over the signature of the bidder was mailed prior to the proposal opening time., If such confirmation is not received within forty-eight (48) hours after the pr°bposal opening time, no further consideration will be given to the proposal. �� 04/20/99 SG-5 �J PART D - SPE�CIAL CONDITIONS D-4 TAX EXEMPTIONS: This tcontracf is issued by an organization which qualifies for exemption pursuant of the provisions of� Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated �into the projec�• 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 successfu� Bidder shall be required to submit a breakdown between labor and material costs prior td execution of the contract. . g D-5 PROJECT DESIGNATION: Const�uction under these Special Documents shall b�•� performed under the Project Designation: Project No. PW77,-060770140080. �s D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City OrdinanceY Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-� A-21 through 1•2-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 For,t 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 �mployment'Officer. I D-7 PRE-CONSTRUCTION CONFEREN�E: Before the project work order is issued, a pre-�.q. construction conference shall be held with re�resentatives of the following agencies present: City Engineering Department, City Water Departrr�ent, City Public Works Department, other interested x City Departments (such as Traffic), interest�� 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 co�rdination purposes, weekty meetings at the job site m�y be required to maintain the project on the �desired schedule. The Contractor shall be present at all meetings. ' " A D-9 PROJECT ABANDONMENT: The Cify reserves the right to abandon, without obligation to the Contractor, any part of the project, or t�'e entire project, at any time before the Contractor �° begins any construction work authorized by the City. D-10 BREAKDOWN OF BID PROPOSAL: ,�Nhen requested by the Engineer, the Contractor � shall furnish a cost breakdown of those bid iteriis 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 INDEMNIFICATION: The Contractoraaagrees to f.ully indemnify and save whole and harmless the City, Owner and Engineer from all costs or damages arising out of any real or asserted claim or cause of action against it of �ny kind or character and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it that may ;be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agents��servants and• employees. The Contractor further ag,rees to comply with all applicable laws, regulations, ordinances, building and construction codes of the City of Fort Worth and State of %xas and with any regulations for the protection of workers which may be promulgated by the �jovernment and shall' protect such work with all necessary lights, barriers, safeguards and warnings as are provided for in Said specifications and in the ordinances of said City. � � o4i2oiss SC-6� D D D D D � D D � � D � D D � � D D � PART D - SPECIAL CONDITIONS D-12 CONTRACTOR COMPLIANCE WITF��WORKER'S COMPENSATION LAW: B 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), �howing statutory workers' compensation insurance coverage for the person's or entity's a,employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the;�ime 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. 1° 0 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the servi�;es 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 inclades, 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 equi�ment or materi�ls, or providing labor, transportation, or other services related to a projec�. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. y� �� B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agree�nents, 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 �'roject. 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 enti�y showing that coverage has been extended. �� E. The Contractor shall obtain from each p�rson providing services on a project, and provide the governmental entity: � 04/20/99 .. .� 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 p�'oject; and i�i No later than seven days after rea�ipt by the cont°ractor, a new certificate of coverage showing extension of coverage, if the coverage peri�d shown on the current certificate of coverage ends during th� duration of the project. ' S�G_� .� PART D - SP,ECIAL CONDITIONS F G H. � �� '9 The contractor shall retain all required c�rtificates of coverage for the duration of the project �'j and for one year thereafter. � �,� The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the co�tractor knew or should have known„ of any change" that ma�`erially affects the provision of �°overage of any person providing services on the project. ' ,� The contractor shall post on each proj�ct site a notice, in the text, form and manner" prescribed by the Texas Worker's Compe sation Commission, informing all persons providing services on the project that they are requ�red to be covered, anc3 stating how a person may� q verify coverage and report lack of coverage. � The contractor shall contractually requir� each person with whom it contracts to provide.� services on a project, to: 1. Provide coverage, based on proper re�orting �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 al� of its employees providing services on the project, for the duration of the project; .� ° 2. Provide to the ContractoC, prior to that'�erson 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 �he 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 c�uration of the project; `, � 5. [� 7. Obtain from each other person with whom it contracts, and provide to the Contractor: � �F �,� a.) A certificate of coverage, prior to the other person beginning work on the project; and , . �� b.) A new certificate of coverage shov�(i,ng 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 proje�t. Retain all required certificates of coverage on fjle for the duration of the project and for" one year thereafter. � � Notify the governmental entity in writin� by certified �-nail or personal delivery, within ten (10) days after the person knew or shbuld have known, of any change that materially ;" affects the provision of coverage of any person providing services on the project; and Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates bf coverage to be provided to the person for whom they are providing services. x � 8. By signing this. contract or providing or`�ausing to be provid'ed 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 ;� 04/20/99 SC-8 � � � ��l ,� !�. I� �I J � � �J !J �� PART D - SPECIAL CONDIT�IONS compensation coverage for the duration �of the project, th,�t the coverage wiil 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 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. ,�his 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 p'bint normal type, and shall be in both fnglish 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 c�hanges: �o "REQUIRED WORKER'S COMPENSATION COVERAGE ",< The law requires that each person workirig on this site �r providing services related to this construction project must be covered by workers' compensation insurance. This includes ,persons providing, hauling, or delivering equipment ors materials, or providing labor or transportation or other service related t� the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (�12)440-3789 to receive information on the legal requirement for coverage, to verify wheth�r your employer �as 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. 11923, as amended by Ordinance No. 13471, the City of Fort Worth has goals for the participation of mino �ity business enterprises and women business enterprises in City contracts. The ,Qrdinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained fror� the Office of the City $ecretary. Failure to comply with the ordinance shall be� a material breach of contract. The M/WBE UTILIZATION FORM, M/WB� GOALS WA�VER FORM AND GOOD FAITH � EFFORT FORM, as applicable, must be submitted within fjve (5) city business days after bid opening. Failure to comply shall render the bid non-respons��e. ■1 �] �I Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Wom'�n Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agree�' to permit an audit and/or examination of any books, records or files in its possession that will substantiate th� actual work performed by an MBE and/or WEE. The misrepresentation of acts,.(other than a negligent misrepresentation) and/or the commission of fraud by the Contractor wil� be grounds for termination of the contract and/or o�2ass SC-9 � PART D - SP�CIAL CONDITIONS a initiating action under appropriate federal,'!state, or local laws or ordinances relating to false statement. Further, any such misrepres�ntation (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 p�'riod of time of not less than three years. The City will consider the contractor's performance regarding its M/WBE program in th� evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith efforY', shall result in a bid being rendered non-responsive to specifications. ;v Contractor shall provide copies of subcoritracts or co-signed letters of intent with approved M/VUBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontr�ctors to the City's M/WBE office. The Contractor may count first and second �ier 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 jointa venture for a clearly defined portion of the work to be performed. All M/WBE contractors used ih meeting the goals must be certified prior to tlie award of the Contract. The MM%BE contractor(s); must be certified by either the North Centra��'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/WB�� 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 o� an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the w�rk. Whenever a change order exceeds 10% of the� original contract, the M/WBE coordinator sha(I determine the goals applicable to the work to be r, performed under the change order. During the term of the contract the contract sh�ll: , 1. Make no unjustified changes or delgtio�s in it's M/WBE participation commitments submitted with or subsequent to the bic�, and, a 2. If substantial subcontracting and/or sub�tantial supplier opportunities arise during the term ` of the contract which the contractor had represented he would perform with his forces, the 9 contractor shall notify the City before s�bcontracts or purchase orders are let, and shall be ,,� required to comply with modifications toigoals 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/V1/BE su,�contractors or suppliers. Justification for change may be granted for the following: '" r a. Failure of Subcontractor to provide'�vidence of coverage by Worker's Compensation Insurance. � 'N b. Failure of Subcontractor to provide required general liability of other insurance. �� , � � o4i2oiss SC-10 , � _� � D-14 CALENDAR DAY: Delete paragraph';C1-1.24, in Part GGeneral Conditions, in its entirety and substitute the following new paragraph: A� � Within ten (10) days after final payment from the City, the contractor shall provide the 0 M/WBE Office with documentation to reflect final pa�ticipation of each subcontractor and supplier used on the project, inclusive of M/VIJBEs. � '� � � J � � d . PART D - SPECIAL CONDITIONS c. Failure of Subcontractor to execute� a standard subcontract form in the amount of the proposal used by the Contractor in preparing his A�/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the pe`rformance of the subcontractor. _ C1-1.24 Cal�ndar Dav: A Calendar day is any day of,the week or month. The Contractor will not be allowed to work on Sundajis or any holidays observed by the City of Fort Worth. D-15 SUBSIDIARY WORK: Any and all work spe�ifically governed by documentary requirements for the project, such as conc�itions imposed by the Plans, the General Contract Documents or these Special Contract Doc�ments, 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 Pro�osal for each bicl item. Surface restoration, removal and replacement of fencing, and cleanup a�e 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 tl�e 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 ;�ubcontractor on the site of the project covered by these Contract Documents. In no event shall less than t�e following rates of wages be paid. (Attached) CITY OF FORT WORTH � HIGHWAI( CONSTRUCTION PREVAILINGYWAGE RATE FbR 1995 L�J i� �� I CLASSIFICATION Air Tool Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Flagger Form Builder (STRS) � 04/20/99 a RATE $9.00 $9.55 $8.80 $11.51 $10.30 $10.50 $9.83 $8.84 $15.37 $7.55 $9.83 SC-11 �LASSIFICATION �'orm Liner (Pav & Curb) Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common �aborer, Utility 11/lechanic Oiler Servicer Painter-Structures Pipe Layer Blaster RATE $9.00 $9.24 $9.09 $7.32 $8.94 $12.68 $10.17 $9.41 $11.00 $�8.98 $11.50 � PART D - SPECIAL CONDITIONS � CLASSIFICATION RATE POWER EQUIPMENT OPERATORS �� Asphalt Distributor Operator $10.29 Asphalt Paving Machine $10.30 Broom o'r Sweeper Operator $8.72 Bulldozer $10.74 Concrete Curing Machine $�.25 Concrete Finishing Machine $11.13 Concrete Pav Joint IVlachine $10.42 Concrete Pav Joint Sealer $9.00 Concrete Paving Saw $10.39 Concrete Paving Spreader $10.50 Slipform Machine Operator $9.92 Crane,Clamshell,Backhoe, Derrick, Dragline, Shovel $11.04 Foundation Drill Operator Crawler Mounted $10.00 Foundation Drill Operator Truck Mounted $11.83 Front End Loader $9.96 Milling Machine Operator $8.62 Mixer $10.30 Motor Grader Operation Fine Grade $11.97 Motor Grader Operator $10.96 Pavement Marking Machine $7.32 Roller Steel Wheel Plant- Mix Pavements $9.06 � RATE a Roller Steel Wheel Other ; Flatwheel or Tamping $8.59 �Roller, Pneumatic, �� Self-Propelled Scraper $8.48 Scraper $9.63 ' Trac�or-Crawler Type $10.58 :� Tractor-Pneumatic $9.15 �� Traveling Mixer $8.83 Wagon-Drill, Boring Machine $12.00 � Reinforcing Steel Setter-Pav $13.21 Reinforcing �Steel Setter-Struc$13.31 , Steel Worker-Structural $14.80 Spreader Box Operator $10.00 �; Work Zone Barricade � $7.32 , Truck Driver-Single Axle Light $8.965 � � Truck Driver-Single � � Axle Heavy $9.02 ` Truck Driver-Tandem '' Axle Semi Trailer $8.77 � Truck Driver-LowBoy/FJoat $10.44 �� Truck Driver-Transit Mix $9.47 � Truck Driver-Winch $9.00 � Vibrator Operator-Hand Type $7.32 "9 Welder $11.57 � � � � D-17 �EASEMENTS AND PERMITS: The� performance of this contract requires certain • temporary construction and/or right-of-entry agreements �to perform work on private property. ° The City has attempted to obtain the tempora� construction and/or`right-of-entry a�reements for properties where construction activity is neces ary on City owned facilities, such as sewer lines or , manholes. For locations where the City was i3nable to obtain the easement or right-of-entry, it � shall be the Contractor's responsibility to obtain,the agreement prior to beginning work on subject , property. This shall be subsidiary to the contract. The agreements which the City has obtained are av,ailable to the Contractor for review by �ontacting the plans desk at the Department of i Engine�ring, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain ' written� permission from property owners to p'erform such work as cleanout repair 'and sewer �` service replacement on private property. �ontractor 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 �onditions that may have been imposed �on these � agreements, by the properry owners. °° The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the 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. o4i2oiss SC-12 CLASSIFICATION d � �1 D � � L� 11 � J � � � � �� PART D - SPE�CIAL COND�TIONS � e D-18 COORDINATION WITH FORT WORTH WATER DEPQRTMENT: During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. Tfie Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private properry, including but not limited to �fences, walls, pavement and water and sewer services, at no cost to the Owner�p This shall be subsidiary to the contract and not a separate pay item. ry D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment anc� materials for t�iis project. Contractor shall submit seven (7) copies of shop drawings, layouts, �nanufacturer's c�ata and material schedules as may be required by the Engineer�for his review. Such review by°�he Engineer sj�all include checking for general conformance with the design c�ncept of the project and general compliance with information given in the General Contract D;ocuments. Indicated action by the Engineer, which may result from his review, shall not constitu�e concurrence w�th any deviation from the plans and specifications unless such deviations are sp�ecifically identifi'ed 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 n�t change orders. The purpose of submittals, by the Cmntractor, is to demonstrate that the �ontractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and instal�, and by detailjng the fabrication and installation methods he intends to use. If deviations, discrepancies or �onflicts between submittals and the design drawings and/or specifications are 'wdiscovered, either prior to or after submittals are processed, the design drawings and sp��ifications shall govern. The Contractor shall be responsible for all dimensions which are to k��-confirmed andYcorrelated 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�winitial a statement included with the submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any deviation from the s�ecified criteria shall be expressly stated in writing in the submittal. Shop drawings shall be submitted for the following items prior to installation: 1. All pipe 2. Reinforced steel fabrication for structures °� 3. Cast Iron structural appurtenances � Shop drawings must be approved by the En�ineer priQr to tF�e start of work. � �e D D-21 CROSSING OF EXISTING UTILITIES: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service li��e and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet b�rel 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 5,1 Ductile Iron Pipe with polyethylene � wrapping. The material for sanitary sew�r service lines sha�l be extra strength cast iron soil pipe rlvith polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compr,�ssion straps. � � iB oai2oiss SC-13 � J PART D - SPECIAL CONDITIONS Payment for work such as backfill, fittings;� tie-ins and all other associated appurtenances required, shall be included in the linear foot prt�e of the appropriate bid item. . p D-22 EXISTING UTILlTIES AND IMPROVEIII�IIENTS: The plans show the locations of all 4�nown s surface and subsurface structures. However,x�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 �onsidered sufficient basis for claims for additional compensation• for extra work or for increasing t'�e pay quantities in any manner whatsoever. � w • � . The Contractor shall be responsible for verifying �the locations of and protecting all existing �: utilities, service lines`, or other property expose`d by his construction operations. Contractor shall ' make all necessary provisions for the support*�rotection, relocation, and/or temporary relo�ation of all utility poles, gas lines, telephone cables$�utility services, water mains, sanitary sewer lines, '� electric�l cables, drainage pipes, and all otH'er utilities and structures botfi 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 �a 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 sa�ne type of original material and construction, or better, unless otherwise shown or noted on'�he plans, at. his own cost and expense. The Contractor shall immediatel� notify the Ownereof 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 alignm�nt. � Any and all permanent structures such �s parki�ig lot surface, fencing, and like structures shall be replaced at no cost to the City by material of eqi�al value and quality as that damaged. � , I In case it is necessary to change or move th� property of arly 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 ente°� upon the limits of the project for the purpose of making such changes or repairs of their propert�r 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. � �� D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction , vehicles could exceed the load bearing capacitya of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to prote�t both the new line and the sxisting lines from these possibly excessive loads. The Contracto� shall not, at any time, cross the existing or new ,� pipe with a truck delivering new pipe to the site. Anv damaqe to the existing or new pipe will be repaired or replaced by the Contractor, at the Co� tractor'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 Gontractor may elect to provide ,additional protection of the pipes so that more f'� frequent crossings of the pipes are allowed. � It still is, however, the responsibility of the •,� �,� o4r2oiss SC-14 m ; � L'J � � � � �� PART D - SPECIAL CONDI�TIONS � 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 Hi�hways," codified as Article 6701 d Vernon's Civil Statutes, pertinent sections bei�g Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Wort�i, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work Areas�, The Contractor will not remove any regulator� sign, instructional sign; street name sign or other D sign which has been erected by the City. I�� 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 D case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-refer�enced manual� nd such temporary sign must be installed prior to the ,removal of the permanent sign. If the te�porary sign is not installed correctly D 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 S,igns and Markings D Division to reinstall the permanent sign and shall leave his wtemporary sign in place until such reinstallation is completed. �� .� J �� 1. The Contractor shall furnish barricade,s, flares, etc., for the protection of the public and the work. �_ � 2. The cost of the traffic control shall be included in thea�price bid for pipe complete in place as bid in the Proposal, and no other compensation wilt�be allowed. v 3. The Contractor shall furnish a traffic control plan io 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: " '� a „ Separate �payment will be made for removal of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes�regardless of loc�ation. a 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is not b�ing replaced in t�he same trench, i.e., when removal requires a separate trenching operat'ion. � 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 thg 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 pr,:�sented by the Contractor to the Engineer, and if by him found correcC; 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. � �� o4i2oiss � SC-15 i� PART D - SP�CIAL CONDITIONS •� � �� 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 equivafent 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 Gontractdr or the surety on his performance bond from all his obligations hereunder which shall remain in f�ll force until the discharge of the contract. � L■ � D-27 DETOURS: The Contractor shall pr'osecute his .work in such a manner as to create a a minimum of interruption to traffic and ped�strian 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 plar�s. Construction signing and barricades shall conform with "� 980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE: It shall be tlie respbnsibility of the prospective bidder to visit th�'. project site and make such examipations and explorations as may be necessary to determine all conditions which may affect construction of t�iis project. Particular attention should be given to's methods of providing ingress and egress to adjacent private and public properties, procedures for'F protecting existing improvements and disposition of� all materials to be removed. Proper'k consideration should b� given to these details during the preparation of the Proposal and all unusual conditions which may give rise to�later contingencies should be brought to the attention� of the Ow.ner prior to the submission of the Prqposal. � ., D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply with present zoning requirements of tlie 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 preseht 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 completion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engi�eer. 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. � t D-34 PROPERTY ACCESS: Access to adjacent unless otherwise directed by the Engineer. � , i d oai2oiss SC-1 � property shall be maintained at all times ° . � � '� � � � � ■' � J !J � �� J J �J � � � J � PART D - SPE�IAL CONDITIONS D-35 CONSTRUCTION SCHEDULE �AND SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK�� NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the sub�ect item on this:'contract: �, 1. A warning sign not less than five inch"�es by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside �nd outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNINGw - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF WIGH VOLTAGE�, LINES." � ` 2. Eqt�ipment 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 f�et of high voltage electric lines, notification shall bQ 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. a� 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 ha'rmless and defe�nd the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agen,ts, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and ali 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 Contractot, its officers, agents, servants or employees. Contractor likewise covenants and agrees to,'�nd does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property �f 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 t�e part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. 04/20/99 S�!-17 =J PART D - SPECIAL CONDITIONS �: In the event a written claim for da�nages against the Contractor remains unsettled at the time all 6 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 �f Engineering for a period of 30 days after the date . of such final inspection, unless the Contractqr shall submit written evidence satisfactory to the'� Director that the claim has been settled and a release has been obtained from the claimant involved. 9 , � � Although the claim concerned remains unsettl�d as of the expiration of the above 30-day period, .e 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 �o the total dollar amount then due less the dollar value of any written claims pending against th� Contrac#or arising out of the performance of such �P work, and such semi-final payment may then b� recommended by the Director. ` e ' The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six mOnths following the date of the acceptance for the work perform:ed unless the Contractor submits �vidence in writing satisfactory to the Director that: ' 'Y 1. The claim has been s�ttled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to �ettle such outstanding class, and such good faith a„ 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 Cor9tractor 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 s�x-month period, the Director ma�r 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 �he Director. The Director may, if he deems it appropriatea 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 co�{tract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilitieS. s D-38 SANITARY FACILITIES FOR WORKEtiS: The Contractor shall provide all necessary sanitary conveniences for the use of workers a� the project site. Specific attention is directed to this requirement. � D-39 LEGAL RELATIONS AND RESPONS�ILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requir`ements of Item C-6-6, "Legal Relations and Responsibilities to the Public".of the Fort Worth1General 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 tf�e right to examine and photocopy any directly pertinent books, documents, papers and r�ecords of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal . � oai2oiss SC-18:�. !J � D � � ��J � D PART D - SPECIAL COND�TIONS working hours to all necessary Contractor facilities and ��hall 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 i�s subcontracts liereunder 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 t�e 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. ��o C. Contractor and subcontractor agree to p�otocopy such d'ocuments as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 2. copies and under - 10 cents per page , - 3. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter " � D D-41 INCREASE OR DECREASE IN QUANTITIES: The dj�antities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. � � D ,$ � When the quantity of the work to be done or�materials to be furnished under any pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contrac�t, upon deman�, 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 bel�furnished under any pay item of the � contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contra�t, upon. demar�d, shall be entitled to negotiate for revised consideration on the portion of work below 75% o� the quantity stated in the contract. D This paragraph shall not apply in the everi't Owner deletes a pay item in its entirety from this contract. im � In the event Owner and Con�ractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual`�field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of„Department of �ngineering and approved by the City DCouncil 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 Q 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 r.equired by law or by ordinance. The Director of p Department of Engineering will direct the form in which th� 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 D � o4i2oiss SC-19 �B �J PART D - SP�CIAL CONDITIO.NS � Contractor and not as an agent or employee of the City. The 15% of the actual field cost to �� paid to the Contractor shall cover and com�ensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within th'e actual field cost as herein specified. Upon �request, the Contractor shall provide the Director of Department of Engineering access to all accaunts, bills and vouchers relating thereto. 1fl �e D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiai`y to the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Pr�ject signs are required at all locations. It shall be i� 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 barricadinge shall be placed in such a way that signs do �ot interfere with reflective paint or coloring on the barricades. Barricade signs shall be in acco�dance with Figure 30, except that they shall be 1'-0"! by 2'-0" in size. The information box shall hav",e the following information: For Questions on this Project Call: � (817)871-8306 M" F 7:30 am to 4:30 p.m. a Of (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a siabsidiary cost of the project and no additional compensation will be allowed. ' x" �' D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project, where mains are required to be placed under existing sidewalks and/or driveways, such' sidewalks and/or driveways shall be completely replaced for the full existing width, between ' 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. ° �q o .i � At locations where mains are required to be p�aced under existing curb and gutter, such curb and gutter shall be replaced to match type and g�ometry of the removed curb and gutter shall be ' installed in accordance with City of Fort Worth, Public Works Department Standard Specification for Construction, Item 502. ,� . ,q Payment for cutting, backfill, -concrete�, formingAmaterials and all other associated appurtenances required, shall be included in the square ya�d price of the bid item for concrete sidewalk or driveway repair. � • �. 0 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 mat��ial will be made for only that amount of material used, measured to the nearest one-tenth unit. �I'ayment for miscellaneous placement of material shall be in accordance with the General Contr�act Documents regardless of the actual amount used for the project. � 6 04/20/99 SC-20.a � � � � � � � � �� PART D - SPECIAL CONDITIONS . D-46 TYPE "C" BACKFILL: Excavated material us�d 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 re�r esentative samples of soils in all involved areas, with a map showing the location and depth of t�e 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 backfil� 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. Tr.ench backfill and compaction shall meet the requirements of E2-2 ExCavation and Backfill, Construction Specifications, General Contract Documents. ` Payment for crushed limestone backfill in pla�e shall be made at the unit price bid in the Proposal j� multiplied by the quantity of material used measured,in accordance with E2-2.16 Measurement of � Backfill Materials, Construction Specificatio,ns, General Contract Documents. j'� 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 D Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. �.�� J J � D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Sectic�n E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. mx a, A. TRENCH EXCAVATION: In accordance with Section �2-2 Excavation and Backfill, if the stated maximum trench widths are exce�ded, either thro�agh accident or otherwise, and if the Engineer determines that the design loading of the pip�'''will be exceeded, the Contractor will be required to support the pipe with an improved tre,nch bottom. The expense of such remedial measures shall be entirely the Contractor's ovirn. 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 stri�t 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 e,�idence 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 represent�,tive samples of �soils in all involved �reas, with a map o�i2oiss SG21 J PART D - SPECIAL COiVDITIONS showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or n'o 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" �ackfill material is not suitable, at the direction, of the Engineer, Type "B" backfill material shall �e 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 obta:ined 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 �ieve % Retained #4 0-5 .� #1 � 0-20 #50 0-50 #1�0 60-95 #200 90-100 (P.I. = 8 or less) m 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 P'roctor Density (A.S.T.M. Q698) by means of tamping only. � �i Trenches which lie under existing or future pavement shall be backfilled per Figure A with ' 95% Standard Proctor Density by jetting, rnechanical tarr(ping, 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��renches and the�top eighteen (18) inches of water line may be rolled in with heavy equipmen��ires, 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 t�ench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required �S a result of failure to compact the backfill material to meet the standards will be at the exp�nse of the Contractor and will be billed at the commercial rates as determined by the Cit�r. These soil density tests shall be performed at finro (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 b� included in the price bid per linear foot of water and sewer pipe. �' �' A" � o4�2oiss SC-22 ; , �� PART D - SPECIAL COND�TIONS � D �� ' D-50 PAVEMENT REPAIR ,(E2-191: The ur,ait price bid under the appropriate bid item of the proposal shall cover all cost for' providing pavement repair eq�ual to or superior in composition, O thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cut�, Figures 1 through 5. � ii � All required paving cuts shall be made with a concrete saw �n 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 ove� weekends. i° � � � � � J � J � � ■I � � , It has been determined by the Transportatidn and Public W,orks 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 wal��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 m�de from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the g�tter line. The pavement shall be replaced within a�naximum of fi�� (5) working days, providing job placement conditions will permit repaving. If paving conditidns 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 Departm;�nt 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 Engine�ring will inspec�;the paving repair after construction. This permit requirement may be waived if work is being dohe under a Performance Bond and inspected by the Department of Engineering.o� , D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLIf. A. GENERAL: This specification cover� the trench safery requirements for all trench excavations exceeding depth of five (5),feet in order to'�rotect workers from cave-ins. The requirements of this item govern all trenches for mains, man�oles, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licens�d in Texas. ' B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall be the minimum governing� requirements for trench safety. Ai ' C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow e�ccavation 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. ., D�4,2�,99 S�-23 ,� `J PART D - SPECIAL CONpITIONS , 2. BENCHING SYSTEM - Benching medns excavating the sides of a trench to form one or a series of horizontal level or steps, usttaally with vertical or'near-vertical surfaces between levels. �� " a pl Y 3. SLOPING SYSTEM - Sloping means��xcavating to form sides of a�trench that are inclined away from the excavation. A � ', 4. SHIELD SYSTEM - Shields used in tr�nches are generally referred to as "trench boxes" or� "trench shields". Shield means a struature 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 �ortable and move along as the work pro�resses.,; Shields can be either pre-manufactur��l 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 side� of a trench and which is designed to prevent cave-, ins. Shoring systems are generally c�mprised of cross-braces, .vertical rails, (uprights), horizontal rails (wales) and/or sheeting; "'a D. MEASUREMENT - Tren�h depth is the vertical measurement from the top of the existing ; ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, �p materials, equipment and incidentals necessary� for the installation and removal of trench safety systems. ' � . :� D-52 SANITARY SEWER MANHOLE3 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 ��n the field and identified by the Engineer. All : manholes shall be in accordance with sect�ons 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: Concrete coll�rs will be required on all manholes specified as , per Figure 121. ,` . � d� 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes� Inserts shall be constructed in accordance with " v� Fort Worth Water Department Standarc��100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel marahole inserts shall be° required for all pipe diameters 18" and g,reater. 3. LIFT HOLES: All �lift holes shall be plu�ged with a �pre-cast concrete plug. The lift hole ' shall be sealed on the outside of the6�manhole wjth Ram-Nek or an approved equal ° sealant. The lift hole shall be sealed °°on the insidle of the manhole with quick setting . cement grout., • ; 04/20/99 SC-24 � '� Q �� D ■I � ■i � J � �1 � � � � � � !1 J PART D - SP�CIAL CONDITlONS �� 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 unifoi�m slope from the top of manhole casting for not less than three� (3) fee't each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for prope�r slope and grade by stririg lining the entire area regarded near the manhole. � Manholes in open fields, unimprove� land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. �� i; 5. MANHOLE COVERS: All lids shall have pick slots ir� 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. B�aring surfaces �Shall be machine finished. Locking manhole lids and frames will be restricted to locatioils 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: wShallow manhole construction will be used when manhole depth is four (4) feet or less. All shallaw cone manholes shall be built in accordance with Figure 105. All sf�allow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 1061NILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole st�ps 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 "Bitumas�ic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, � minimum or 146: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 s�al�r shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tap,�e and shall be sized as recommended by the manufacturer and approved by the Engineer.�. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive.properties or cohesive strength. The Joint sealer shall remain �totally�� flexible withou# shrinking, hardening, or oxidizing regardless of the length of time it ��is exposed to t,l�e 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: 1. 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 P' 04/20/99 � SC-25 rti PART D� - SPECIAL CONDITIONS � , , primer shall be applied to all surfaces p`rior to install'ng the joint sealant in accordance with the recommendations by the manufacturer. The �rotective wrapper shall remain on the joint sealant until immediately prior to� the place ent of the pipe in the trench. After � removal of the protective wrapper, the �;�int sealant hall be kept clean. Install frames and p� cover over manhole opening with the bottom of the �ings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows ;inside and outside) of Bitumastic joint sealer. � , i n 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full � depth saw cut if in pavement) adjace,�t to the m� nhole to expose the entire manhole frame and a minimum of 6 inches of `t�e manhol�wall keeping the sides of the trench nearly vertical. { a I � Remove manhole frame from the mar�hole structure and observe the condition of the frame and grade rings. Any frame or g�de ring th 't 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 w ere necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete ftattop section will be the only adj stments allowed. d In brick or blbck manholes, replace the upper portio 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�,a shall be replaced at the Contractor s expense. � Wire brush manhole frame and expo��ed manhol surfaces to remove dirt and loose � debris. Coat exposed manhole surface;s with an approved bonding agent followed by an application of a quick setting hydraulic c�ment to pro'vide a smooth working surface. If the inside diameter of the manhole is too large to �afely support new adjustment rings or ' frames, a flat top section shall be installe;�. � Joint surfaces between the frames, ad�ustment rin�s, and cone section shall be free of dirt, stones, debris and voids to ensur� a waterti ht seal. Place flexible gasket joint material along the inside and outside ed e of each jpint, or use trowelable material in lieu of pre-formed gasket material. Positio nthe butt join� of each length of joint material on opposite sides of the manhole. No steel shims,I wood, stones, or any material not specifically accepted by the Engineer m�y be used t�o obtain final surface elevation of the manhole frame. . , :; In paved areas or fut�are paved areas, •c�stings shall; be installed by using a straight edge not less than ten (10) feet long so that th,e top of the casting will conform to the slope and finish elevation of the paved surface. T�e top of th� casting shall be 1/8 inch below the finished elevation. Allowances for the cQmpression 'of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: AI exposed e�Cterior surfaces shall be coated with two mop coats of� coal tar epoxy. Kopp��r "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy �Tnemec�l", or equal, to a miriimum of 14 mils dry film thickness. � oai2oiss SC-26., � � � � ■I � PART D - SPE�IAL CONDITIONS 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. r� C: MEASUREMENT AND PAYMENT: The �rice bid for new"manhole installations shall include all labor, equipment, and materials neces,sary 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 sh�ll include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealwng, lift hole �se�ling, exterior surface coating and pavement repair. �. The pric� bid for adjusting and/or sealing of existing manholes shall include all labor, � equipment and materials necessary for adjusti�g and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior su�face coating. � � � � D � � � Payment for concrete collars will be ma�de per each. Payment for manhole inserts will be made per each. ' `p 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 a�proved factory,wmanufactured saddle t�ps may be used, but only as directed by the Engineer. he decision to"�se 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'�ngineer in orde� 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 b� maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNECTION: �When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection 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 �ine and avoid any horizontal adjustment. For open cut applications, aIJ� sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the E'hgineer. 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 associateci appurtenances required shall be included in the price bid for Sanitary Sewer Taps. ' i1 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 lin�. If the sewer service line is in such J 04/20/99 SC-27 � � �� PART D - SPECIAL C�NDITIONS � condition or adjustment necessitates the �eplacement of the sewer service line, all work shall be performed by a licensed plumber. T�e length of the replacement shall be determined by the Engineer. All sewer se,rvices shall b installed at a minimum of two (2) percent slope o'r as approved by, the Engineer. ConnectiC�n to the existing sewer service line shall be made with appropriate adapter fitting. The fittiri� shall be a urethane or neoprene coupling A.S.T.M.o C-425 with series 300 stainless steel compression straps. o, Payment for work and materials such as�backfill, pipe fittings, surface restoration on private` property (to match existing), and �II-other associated work #or service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer servic� line replacement. Payment for all work and material invQlving the "tap" shall be included in the price bid for sanitary sewer service ta�s. i D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABA�IDONMENT 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 Speci�l Contract Documents in addition to those located in the field and identified by the Engineer. �his 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 supersedec� 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-�.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 pla��e to a point not less than 18 inches below final grade. The concrete vault shall then be b�ckfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Ba�kfill. 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 sh�ll be backfilled and compacted in accordance with backfill method as specified in Section E�-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. 1 D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Depar�r',rment warehouse by the Contractor in accordance with Sec#ion 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 b� suitable excavated material approved by the Engineer. Surface restoration shall be cdmpatible with existing surrounding surface and grade. If the valve is in a concrete vault, tfi� vault shall be demolished in place to a point no less than 18" below final grade. n 04/20/99 SG2� a ¢ � � � � � � � � � � � � � � J � � � � PART D - SPECIAL CONDITIONS �� 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 inche� below final grade. Concrete shall then be used as backfill material to match existing grade. �p ' F. ABANDONMENT OF EXISTING VAULTS: Vaults to be slab and lid removed and vault walls d�molished to a grade. The void area caused shall ther� be backfilled backfill method as specified in Section E2-2.9 Backfill, excavated material approved by the Eng,ineer. Surface the existing surrounding grade. G � � J. � demolished in place shall have top point not less than 18" below final and compacted in accordance with ,I� Backfill material shall be suitable �estoration shall be compatible with ABANDONMENT OF MANHOLES: Manholes to be aba�doned 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 �arrel 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 Bac�fill. Backfill material may be either clean washed sand of clean, suitable excavated material,approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existif�g Sewer Manhole. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The compl'�te manhole, including top or cone section, all full barrel diameter section, and base sectiQn shall be removed. The excavation shall then be backfilled and compa�ted 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 approv�d by the Engineer. Surface restoration shall be c�mpatible with surrounding surface. � CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water tnains/services or sanitary sewer mains/services in order to abandon these lines. Cuttingu and plugging existi�xg mains. a�d/or services shall be considered as inciderital and all costs incurred will be considered to be included in the linear foot bid price of the'�pipe, unless separate trenching is required. e� � REMOVAL OF EXISTING PIPE: Where removal•of the� existing pipe is required, it shall be the Contractor's responsibility to properl,y dispose of all nremoved pipe. All removed valves, fire hydr�nts and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. _� " t 'i PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be inclt�ded in the linear foot bid price of the pipe, except as follows: separate payment will be mad� for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of I�ocation. � 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 separ�te trench). �! �. .r 04/20/99 SC-29 4� PART D - SPE(�IAL CONDITIONS � 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-metal(ic water and sanitary sewer pipe. The detectable �ape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shallt�onsist 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�h pounds/1 inch/100'. The tape shall be� color coded and imprinted with the message as follows: . Tvpe of Ufilitv Water Color Code� Safety Blue;: Lecrends Sewer Safety Greer� 9 Caution! Buried Water Line Below Caution! Buried� Sewer Line Below Installation of detectable tapes shall be per rr�anufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a mi�nimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable ,tapes, and all other associated appjurtenances 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�tluring any period of work stoppage. D-58 BARRICADES, WARNINGS, AND FLA�MEN: Reference P�rt C- General Conditions, Section C6-6.8 Barricades, Warnings, and W�tchmen: � ,e 6' A. Wherever the word Watchmen appears in rthis paragraph, it shall'`be changed to the word Flagmen. B. In the first paragraph, lines five (5) and �ix (6), change� the phrase "take all such other sa precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIUFILL MATERIA� Pr,ior to the disposing of any spoil/fill material, ' the Contractor shall advise the Director of Engineering Department, acting as the City of F.ort �, Worth's Flood Plain Administrator ("Adm,inistrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by t�e Administrator to meet the requirements of the , Flood Plain Ordinances of the City of Fort Wor#� (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 upot� approval of necessary Engineering studies. No ` fill permit is rrequired if disposal sites are not in �;floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by tl�e Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Petmit authorizing fill within the flood plain. Any ' expenses associated with obtaining the fill perrt�it, including any necessary Engineering studies, shall be at the Contractor's expense. In the�oevent that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter. f,rom the administrator approving the disposal site, s upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill � I �� L'J � L"J r � � � 04/20/99 SCi-.3� � � � � J �] � � � � � � � PART D - SPECIAL CONDITIONS material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. s 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 materiais set out the minimum standard of quality which the City believes necessary to��procure a satisfactory project. No substitutions will be permitted until fhe Contractor has received written perr�ission of the Engineer to make a substitution for the ,material which has been specified. Where the term "or equaP', or "or approved equaP' is used, it is understood that�.if a material, product, or piece of equipment bearing the name so used is furnished, it wilt be approvable, as the �particular trade name was used for the purpose of establishing�a standard of quality acceptable �o 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. Wl��re the term "or,equal", or `br approved equal" is not used in the specifications, this does not necessarily excl�de alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, 'in fact, equal, and the �ngineer, as the representative of th� 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. �s � D-62 PRE-CONSTRUCTION TELEVISION 1NSPECTION C�F SANITARY SEWER r 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 fa 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. � � � � � � 04/20/99 � e. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cle�ning equipment shall be constructed for easy afid safe operation. The equipment shall also have a selection of two qr more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size �ines 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 a solid stream. The equipment sh I carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. �'" � , Hydraulically Propelled Equipment ��all be of a movable dam type and be constructed in such a way that a portion of the da'm may be collapsed at any time during the cleaning operation to protect against floodin 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. � SG-31 � PART D - SPECIAL CONDITIONS 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using, high-velocity jet equipment. The equspment shall be capable of removing dirt, grease, rocks, sand, and other materials and �bstructions from the sewer lines and manholes. If cleaning of an entire section cannot �be successfully performed from one manhole, the equipment�shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire . manhole section, it will be assumed that a major blockage exists, and the cleaning, effort d shall, be abandoned. When additional quantities of water from fire hydrants is n�cessary to avoid delay in normal working procedures, the water shall be conserved and not Wsed 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 th� water meter and related charges for the setup, �� including the water usage bill. All expehses shall be considered incidental to cleaning. , 3. DEBRIS REMOVAL AND DISPOSAL: ° YAII sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from �he cleaning operation shall be rerrroved at the ;` downstream manhole of the section �being cleaned. Passing material from manhole . section to manhole section, which could cause �line stoppages, accumulations of sand in ' wet wells, or damage pum.ping equipment, shall not be permitted. 4. All solids or semisolid resulting from tl�e 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 a additional cost to the City. �� °, 5. UNDER NO CIRCUMSTANCE SHALL �SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR IN;�O DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. , ' 6. TELEVISION INSPECTION EQUIPME�IT: The television camera used for the inspection shall be one specifically designed and�a�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 r�onitor, 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 unsatisfac�� ry inspection. J �' B. EXECUTION: 1. TELEVISION INSPECTION: The carriera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of sm any sewer service taps. In no case will ��he 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 th�.� camera through the sewer„line. •� �� When manu�lly operated winches are used to pull the television camera through the line, telephones or other suitable means of �ommunica�ions shall be set up between the two .a 04/20/99 SCi-3`� � 1 � J !1 � �l � � �� PART D - SPECIAL CO�IDITI4NS manholes of the section being inspected to ensure good communications between members of the crew. � The importance of accurate distance measurements is emqhasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by, means of ineter device. Marking on the cable, or the like, which would require interpd'lation 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 satisfa��tory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing�passage of the camera.are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. � 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in� relation to an adjacerrt manhole of each sewer service taps observed during ins�ection. In addition, other points of significance such as locations of unusual condition�, 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 #o the City. �, 3. PHOTOGRAPHS: Instant developing, 35 mm, or other stand�rd-size photographs of the television picture of problems shall be taken by th,e Contractor upon request of the Engineer, as long as such photographing does rjot 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 i� was recorded. The television tapes � shall be furnished to the City for review immediatel�r upon completion of the television inspection and may be retained a m�cimum of 30 calendar days. D 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 permissiori,of the Engineer�° ■! J J � � 04/20/99 If the tapes are of such poor quality �hat the Engine�r is unable to evaluate the condition of the sewer line or to locate servic� connections, tfie Contractor shall be required to re- televise and provide a good tape o�'�� 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. i41so, no payment •shall be made for portions of lines not televised or po,'�tions where manholes cannot be negotiated with the television camera. '� , R THE TAPES SHALL BE SUBMITTED TO THE ENC,-�JNEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractior will be notified as to which sections of the sanitary RF . SC-33 � i PART D - SPECIAL CONDITIONS .� ,� sewer are to be corrected. Tapes wjll be returned to the Contractor upon completion of review by the Engineer. , ' a All costs associated with this work s,�all 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 o�s sand and debris from the sewers to a legal dump site. .A e 1 a Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line anal�i�sis. ° The primary purpose of cleaning is for television inspection and rehabilitation; wl�en 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 mad;e. , 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 f,�r 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,(nspection. _ 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 D-63 VACUUM TESTING OF SANITARY SE'�IVER MANHOLES � �i A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall ,�e tested with all connections in place. Lift holes ' shall be plugged, and all drop-connecti q'ns and gas sealing connections shall be installed k prior to testing. i '� The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. Tffie 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 a inflated in accordance with the manufacturer's recommendations. A vacuum of ten iriches 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 requi��d test time shall be determined from the Table I below in accordance with ASTM C1244=93: 04/20/99 SC-34, ` � � #J ■J J J � � � � � � �� PART D - SPECIAL CONDITIONS P'a Table I MINIMUM TIME REC�UIRED FOR VACUUM DROP OF 1'' H� (10"Hg - 93:Hg� (SEC) Depth of MH. '48-'inch Dia. Y 60-Inch Dia. (FT.) „ Manhole � Manhole 0 to 16' „ 40 sec. ' • 52 sec. 18' 45 sec. 59 sec. a. 20' 50 sec. • 65 sec. 22' 55 sec. 72 sec. 24' 59 sec. � 78 sec. 26' 64 sec. , 85 sec. 28' 69 sec. � 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. � 6 sec. Additional 2' ° 2. ACCEPTANCE: The manhole shall be considered a�ceptable, 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 successfula� test, the manhtlole 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 tlie Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. TH'is price shall in�lude 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 �he sewage around the section or D sections of sewer to be rehabilitated and/o�' replaced. Thes;bypass shall be made by plugging existing upstream manhole and pumping the sewage into � 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. Provisions shall be made at driveways and street crossing�-�to permit safe vehicular travel without interrupting flov� 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. µ � � D-65 POST-CONSTRUCTION TELEVISION INSPECTIOI�'OF SANITARY SEWER A. GENERAL: After construction, ALL se�tions 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.,, � 04/20/99 SG; 35 � PART D - SP�.CIAL CONDITIONS � B. TELEVISION INSPECTION EQUIPMEIV,T: The �television camera used for the inspectior,a shall be one specifically designed and �onstructed 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 th� satisfaction of the Engineer; and if un�atisfactory, equipment shall be removed and ndn payment will be made for an unsatisfacto� inspection. C. EXECUTION: ., TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping;�+►vhen necessary to permit proper documentation ofl' any sewer service taps. In no case wil� 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,bbstruct the camera view or interfere with proper documentation shall be used_ to move t(�e camera through the sewer line. When manually operated winches are°� sed to pull the television camera thraugh the line, telephones or other suitable means o�communicatiorts shall be set up between the two manholes of the section being ins��cted to ensure good communications between members of the crew. � . The importance of accurate distance measurements is emphasized. All television , inspection video tapes shall have a fo�tage counter., Measurement for location of sewer service taps shall be above ground by ameans 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 re other suitable device, and the accuracy��shall be satisfactory to the Engineer. � a . The City makes no guarantee that all of,the sanitary sewers to be entered are clear for the passage of a camera. The methods us�d for securing passage of the camera are to be at � the option of the Contractor. The cost or r�etrieving the Television camera, under all � circumstances, when it becomes lodged during inspection, sfiall be incidental to Television inspection. ,; „ Sanitary sewer mains must be laced w�th enot�gh water to fill all low pints. The television inspection must be done immediately f'�Ilowing the lacing of the main with no water flow. If sewer is active, flow must be resf;icted 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.�he 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�opy of these television logs will be supplied to the City. ' 3. PHOTOGRAPHS: Instant developing, ;�5 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 photogra�hing does not interfere with the Contractor's operations. ' o4i2oiss SC-36; :�1 .� i� �� I, � J � PART D - SPECIAL CONDI`TIONS 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas tif the lines tha� may be replayed. Video tape recording playback shall be at the same speed that it w�s recorded. The television tapes shall be furnished to the City for review immediatefy 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 i� 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 aood tape of the line at no additional cost to the Citv. If a good tape cannot be provided of such qu�lity th�t can b� 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 manhqles cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-constructior�,Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall p�ovide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropri�te means for review of the tapes by t�ie Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner), to � provide video image required for line analysis. The quantity of N inspection shall be measured as the total length of new pipe i�stalled. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Te�evision Inspection. � J � � � � � � The item s�iall also include all costs .of installing and maintaining any bypass pumping required to provide reliable, regular sewer�Mservice to the area residents. All bypass pumping shall be incidental to the project. �u � D-66 SAMPLES AND QUALITY CONTROL;"TESTINQ , � A. The Contractor shall furnish, at its own expense, certifica�ions by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit f�om which the material was taken. The contractor shall provide manufacturer's certifications for all manufact�red 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 placEng 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 ;Vvill 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 th� City to make any tests of materials shall in no way 04/20/99 SC-37 � PART D - SPECIAL CONDITIONS �` n L �. relieve the contractor of its responsibility�to furnish materials and equipment conforming to the requirements of the contract. " ,� � Not less than 24 hours notice shall be �rovided to the City by the Contractor for operation�s requiring testing. The Contractor shall p'rovide access and trench safety system (if requirec�) 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. ' � • , The Contractor �shall provide a copy of t�ie trip ticket for each load of fill material delivered tp the job site. The ticket shall specify the n�ame of the pit supplying the fill material. _ D-67 TEMPORARY EROSION, SEDIMEN�, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and wate� pollution control measures deemed ne1ce'ssary by the Engineer for� the duration of the contract. These control measures shall at no time be used as a substitute for the permanertt 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 seedii-�g, 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 eartl� 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 CQNTRACTOR to provide temporary pollution-control� measures to prevent contamination of adjacent streams, other water courses, lakes, ponds o�; 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-cohtrpl measures shall be used to prevent or correct erosion that may develop during cons��uction 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 CONTFiACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and�;other such permanent pollution-control measures current in accordance with the accepted �schedule. Should seasonal conditions make ,such limitations unrealistic, temporary soil-ero�ion-control measures shall be performed as directe�i, by the Engineer. i .� rc`..1 A 1. Waste or disposal areas and constrj:action roads shall be located and constructed in a manner that will minimize the amount•af sediment entering streams. 2. When work areas or material sourc�,s 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 sha�l 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 constructioh operations that are not a part of the finished work. oai2oiss SC-�8 � � � � PART D - SPE�CIAL CONDITIONS �: 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride �r 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 interferen�e with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All vi�ork, materials �nd equipment necessary to provide � temporary erosion control shall be considered subsidiary �o the contract and no extra pay will be given for this work. �, �j D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor �� shall �rovide ingress and egress to the prop�rty being crossed by this construction and adjacent property when•construction is not in progre�s and at night� Drives shall be left accessible at D 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 drivew�y bejng removed and/or rebuilt. � J !J � � � �] � � � � ' J D-69 PROTECTION OF TREES, PLANT� 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 respoi�sible for restoring the site to original grade and condition after completion of his ,operations subj�ct to approval of the Engineer. The basis for approval by the Engineer will be �rade restoration to plus minus one-tenth (0.1) of a foot. g D-71 CITY OF FORT WORTH STANDAR�P PRODUCT LI�T: Proposed products submitted in the bid documents must appear in the latest "City of Fort Wo�th 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. D-72 TOPSOIL, SODDING AND SEEDING: City of Fort Worth Parks and Communi��r Sodding and Seeding. W 1. TOPSOIL This item shall'°be performed in accordance with the Services Dep�artment Specifications for Topsoil, , DESCRIPTION: This item will consist of,furnishing and p acing 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 rom borrow sources as required to supplement material secured from street excavation. II excavated materials from streets which is suitable for topsoil will be used in the parkwa�s and medians before any topsoil is obtained from a borrow source._ Topsoil material secured from street excavation shall be stockpiled at locations approved by �he Engineer, and �at completion of grading and paving 04/20/99 SC; 39 � e '1 PART D - SPECIAL CONDITIONS :� -operations, tdpsoil shall be placed on p��kway areas so as to provide a minimum six (6) inches of compacted depth of topsoil park�;ays. au � . �� 2. SODDING m 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 sucf� areas as designated on the Drawings and in accordance with the requirements of tF�is 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 fer�ile. Sod to be placed during the dormant state of these grasses shall be alive and accepta�le. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickl 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 r'Aots 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 whicha might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. , Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod aterial shall be kept moist from the time it is dug until planted. When so directed by the �ngineer, 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 �rawings and as provided for in other items of the contract, sodding of the type specified, shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. �' a. Spot Sodding :, Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) ir�ch�es square shall be placed on twelve (12) inch centers at proper depth so that the to�e 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 fir"m around each block and then the entire sodded area shall be carefully rolled with a heav�r, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compressiqn. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where;,directed, sod blocics shall be carefully placed on the prepared areas. The sod shall be So placed that the entire designated area shall be ia y oa�2oiss SC-40� � ,� � � �� i� �� !J � � �J � � � �� J il J � � PART D — SPECIAL CONDITIONS e 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 �;egs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. ", When necessary, the sodded areas �hall be smoothed after planting has been completed and shaped to conform to the cross-section previou�ly 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 imrnediately after they are planted and shall be subsequently watered at such times and in ag.°manner and quantity directed by the Engineer until completion and final acceptance of the�project by the City of Fort Worth. 3. SEEDING le , � � - DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across �uch areas as may be designated on the Drawings and in accordance with these Specification . � MATERIALS: �d a. General. All seed used must car ��y a Texas Tes#ing Seed label showing purity and germination, name, type of seed, an,�l that the seed �meets all requirements of the Texas Seed Law. Seed furnished shall be af the previous season's crop and the date of analysis shown on each tag shall be within ni(�e (9) months oi�'time of delivery to the project. Each variety of seed shall be furnished and delivered in se arate bags or containers. A sample of each variety of seed shall be furnished for analy �is and testing when directed by the Engineer. _� ie � 04/20/99 The specified seed shall equal or exceed the 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% � SC-41 following � i i. �� e z, � ,�. �: �'. ti � percentages of Purity and Germination 90% 95% 90% 90% 90% 90% � ! PART D - SPE�IAL CONDITIONS � Table 120.2.(2)a. URBAN AR�A WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiaht Soils Mixture for � " Sandv Soils Dates fEastern Sections) (Western Sectionsl (Ail Sections) Feb 1 Bermudagrass 40 Bt� alograss 80 Bermudagrass 60 to Buffalograss 60 Be mudagrass 20 Buffalograss 40 May 1 Total:� 100 Total: 100 Total: 100 ' a; Table, '120.2.(2)b TEMPORARY COOL-SEASON SEEI�ING RATE; (Ib.) Pure Live Seed (PLS) I , Dates (All Sections) Aug 15 Tall Fescu� 50 to Western Vilheatgrass 50 � May 1 Annual R�e 50 Total: 100 CONSTRUCTION METHODS: After the dessignated areas have been completed to the lines, grades, and cross-sectibns shown on the D,rawings 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 wat��ed as directed by the Engineer so as to prevent washing of the slopes or dislodgment of �he seed. � � � � b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been � compleied and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. M BROADCAST SEEDING: The seed or s�ed 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 unifor.m 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 ' �e 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 diamet��r or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction S Methods. aa� 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 tiy " 04/20/99 SC-4� p� � n � J � � � D � � � � PART D - SPE�IAL COND�TIONS mechanical methods, seed shall be raked or harrow�d 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 shovyn on the Drawings, or as directed to be seeded, shall be Ibosened 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, Constrwction Methods. '� o Water shall then be applied to the cultivated area of the �eed bed until a minimum depth of six (6) inches is thoroughly moistened. � After the watering, when the ground has �ecome sufficier��tly dry to be loose and pliable, the seed, or seed mixture specified, shall the�, be planted at the rate required and the application shall be made uniformly. If the sowing of;,°seed is by han�, rather than mechanical methods, the seed shall be sown in two directions at right angles to �ach 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 surfac� area and giving a smooth surface without ruts or tracks. In between. the� time compacting is completed and the asphalt is applied, the planted area shall be water�d sufficiently� tq�assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering a� rapidly as possible. Asphalt shall � be of the type and grade as shown �n the Drawings and Shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type� of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of � the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. � � � � � � � RE-SEEDING OF AREAS PLANTED WITH COOL �EASONS SPECIES: Areas where temporary cool season species have been planted may ibe 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 spec�'ies 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 throu�qh 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 m'distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. � 04/20/99 �b SC�o 43 � PART D - SPF�CIAL CONDITIONS „ . 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 i'n 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 rra,�thods 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 drx and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a�particular item of work shall rrieet the appro�val of the Engineer. , a " � J Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the' average rate of three hundred (300) pq.�ands per acre for all types of "Sodding" and fou�� hundred (4QQ) pounds per acre for all rypes of "Seeding". � MEASUREMENT: Topsoil secured from bprrow sources will be measured by the square yarde in place on the project site. Measurement will be made only on topsoils secured from borrow sources. " ,, s Acceptable material for "Seeding" will be measured by the linear foot, complete in place. w � Acceptable material for "Sodding" will be measured by the linear foot, complete in place. .� Acceptable material for "Fertilizer" shall b�Esubsidiary to the price of sodding or seeding. PAYMENT: All work performed as ordere� and measured as provided under "Measurement" shall be paid for at the unit price bid for ea�h item of work. Its price shall be full compensation s� for excavating (except as noted below), �oading, 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 sha�'I� be included in "�eeding" or "Sodding" bid items and will not be paid for directly. , "Spot sodding" or "block sodding" as the;�ase 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 surpl,us 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 �urnished 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 � � � . o4i2oiss SC-44 K � J � D � ll !J � � � wJ PART D - SP�CIAL CONDITIONS �� ,e materials and for performing all operations necessary'�to complete the work accepted as fol lows: Fertilizer material and application will n�,� be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. ,� �' D-73 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 an'd subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined b� 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. u �� D-74 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: .� `9 R 1. Prior to the final inspection being cpnducted for the project, the contractor shall contact the city inspector in writing when the',entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff anc�� the City's consultant shall make an inspection of the substantially completed work and ptepare 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 compl�ted 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�jnspection. 7A � � 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL,�ONDtTIONS. n-�S EXCAVATION NEAR TREES: 1 � ' 2 � � i� 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 inclu�ed in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree �ugering. Any and all trees located within the equipment opeYating 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. � 04/20/99 S'C-45 � PART D - SPEGIAL CONDITIONS . � 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 c��awings, the "short tunnel" method using Class 51 r" D.I. pipe shall be utilized. 7 E�' � Except ira areas where clearing is allowed, all trees up to 8" in diameter damaged during �construction shall be removed and repl�ced with the same type and diameter tree at the contractor's expense. °' Contractor shall employ a qualified lan,dscaper for all the work required for tree care to ensure utilization of the best agricultural �ractices and procedures. . r Short tunneling shall consist of �ower a�gering 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. ,, - D-76 CONCRETE ENCASEMENT OF SEWE� PIPE: Concrete encasement of sewers shall be ,, paid for at the Contract Unit Price per linear fobt of concrete encasement as measured in place ;d along the centerli�e of the pipe for eacfi pipe c�iameter indicated. The Contract Unit Price shall include all costs associated with installation an� reinforcement of the concrete encasement. . � D-77 CLAY DAM: Clay dam constructio� shall be performed in accordance with the Wastewater Clay Dam Construction, figur� 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 r 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. ' ' ,. : a� D-78 EXPLORATORY EXCAVATION (D-Hd�.E): The Contractor shall be responsible for o- verifying the locations of all existing utilities prior,to construction, in accordance with item D-22. At locations identified on the drawings, contra�tor shall conduct an exploratory excavation (D- ,g Hole), to locate and verify the location and ele�ation of the existing underground utility where it may be in potential conflict with a proposed fa�ility alignment. The exploratory excavation shall be conducted prior to construction of the ent��e 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 �ity prior to the start of c�onstruction of the entire :° project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall�contact the engineer immediate�y for appropriate design modifications. �y The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain o a safe and proper driving surface to ensure t�i�e safety of the general public and tb meet the approval of the City inspector. The contractork�hall be liable for any and all• damages incurred . due to the exploratory excavation (D-Hole). R Y, 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 ' .� oa�zoiss SC-46' � � ��I _J ,� � � J PART D - SPECIAL CONDI�'IONS IY - 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) conductec��after construction has begun. D-79 INSTALLATION OF WATER FACILITIES �" 6 79.1 Polyvinyl Chloride (PVC) Wat�r 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). � D 79.2 Blocking: Concrete blocking on this Project wi�l 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 suppo�ing. 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. �] � 79.3 Type of Casing Pipe: 1. WATER: � �� The casing pipe for open cut and bAred or tunneled section sh�ll be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, an��shall conform to the prouisions of E1-15, E1-5 and E1-9 in Material S,�ecifications of ,General Contract Documents and Specifications for Water Department Frojects. The steel casing pipe shall be supplied �as follows: �� For the inside and outside of casing pipe, coal-tar pr�tective 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. C. Minimum thickness for casing pipe Pused shall be 0.750 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation sf�all be as recommended by the manufacturer. �;� �2. SEWER: `" ' Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the G�neral 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. � 'm 79.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Con��actor to verify the exact location and � elevation of 'the existing line tie-ins. And any diffe�ences in locations and elevation of existing line tie-ins between the coritract drawings and what may be encountered in the field �shall be considered as incidental to construction. �The cost of making tie-ins to J L A 04/20/99 SC-4% � � PART D - SP�CIAL CONDITIONS a existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. o '� f 79.5 Connection of Existing M�ins: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences ,in locations, elevation, configuration, and or angulation of ex�sting lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to .constructior�.� Where it is required to shut down exis�ting 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, thg� Contractor shall notify the Manager, �onstruction Services, Phone 871-7813, at least 48- hours prior to the required shut do �n time. The Contractor's attention is directed to, Paragraph C5-5.15 INTERRUPTION�F SERVICE, Page C5-5(5), PART C- GENERAL• CONDITIONS OF THE WATER DERARTMENT GENERAL CONTRACT DOCUMENT� AND GENERAL SPECIFICATIONS.;' The Contractor shall notify the customer botf�,. personally and in writing as to the loca�ion, time, and schedule of the service interruption. The cost of removing any existing Eoncrete blocking shall be included in the cost ofI connection. Unless bid separately al) cost incurred shall be included in the linear foot price bid for the appropriate pipe size. ; , 1 79.6 Valve Cut-Ins: It may be nece�sary to cut-in gate valves to isolate the water main from which the extension and/or repla�ement 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 shu� 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. 79.7 Water Services: The relocatibn, replacement, or reconnection of water services F„ will be required as shown on .the plar�s, and/or as described in these Special Contract , Documents in addition to those locatec��n the field and identified by the Engineer. � All service's shall �be constructed by th�+contractor utilizing approved factory manufactured tap saddles (when required) and corpo��tion 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- 1.� & E7-18) contained in the General C�ntract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final �rade. � All existing•3/4-inch water service lines;�vhich 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. � ,� A 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. � , ,� o4i2oiss SC-48� � � iJ J PART D - SPECIAL CONDI�`TIONS � A minimum of 24 hours advance noti�e shall be given when service interruption will be required as specified in Section C5-5.1 � INTERRUPTIQN OF SERVICE. i� 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 locatior� 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. ��r WATER SERVICE REPLACEMENTS: Water ser�rice 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 existang service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. � Payment for all work and materials such as backfill,'#ittings, 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 shaN be included � in the Linear Foot price bid for Copper Service Line from Main to� five (5) feet behind Meter. Any vertical adjustment of c�istomer service oJine within the 5 foot area shall be subsidiary to'the service installation. � AI ' Payment for all work and materials'such as tap saddl�" (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. � 2. WATER SERVICE RECONNECTIOf�: Water service reconnection is required when the existing service is copper and at .�adequate deptli to avoid breakage during street reconstruction. The contractor shall „�djust 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 M�ain to five (5) feet behind the Meter. �� WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service an°d 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 t�ie 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 sep�rately. Relocations made along the centerline will be paid of in feet of co�per service line. �o Wheri• relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, f��e (5) feet of ty�e K copper service and all materials, labor, and equipment used by and for tlie 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 � � 3. � � � � � � 04/20/99 � SC-49 .� PART D - SPECIAL CONDITIONS justify separate payment at any time. � Locations with multiple service branches will be paid for as one service meter and meter box relocation. .� ,� 0 4. NEW SERVICE: When new service� are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wing�, and meter box. 3� � � � Payment. for all work and materials �uch as backfill, fittings, type K copper tubing, and � curb stop .with lock wings shall be mcluded in the Linear Foot price bid for Service Lme from Main to Meter five (5) feet behin� the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittingsn a shall be included in the price bid for Service Taps to Mains. � Payment for all work and materials su�h as furnishing and setting new meter box shall be� a included in the price bid for furnish and set meter box. , i 5. MULTIPLE SERVICE BRANCHES: '�IVhen multiple service branches are required the Q . contractor shall furnish approved factory manufactured branches. • Payment for multiple service branche� will include furnishing and installing the multiple,; service branch only and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LW�� TO SINGLE SERVICE METER: Any multiple� service lines with taps servicing a sin�le service meter encountered during construction shall be replaced with one service line� hat is applicable for the size of the existing service.e meter and approved by the Engineer. . ,r Payment shall be made at the unit bid �rice in the appropriate bid item(s). .� � 79.8 �2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed �to provi�e temporary water service to all buildings that will a necessarily be required to have sever`ed water service during said work. The contractor "' shall be responsible for coordinating tlie 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 �n exp'�ditious manner. Severed water service must be reconnected within 2 hours of discontin�ance 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 mainr and 3/4-inch service lines shall be installed in acoordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned,9and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. � , A two-inch meter will be furnished by th�s Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service met��s shall be removed, tagged and collected by the Contractor for delivery to the Water � Department Meter Shop for reconditioning or replacement. Upon restoring permanenteservice, the,Contractor shall re-install the meters � � � o4i2oiss SC-5Q �� i �� J PART D - SPE�IAL CONDITIONS at the correct location. The meter bo�t shall be reset as necessary to be flush with the existing ground or as otherwise directe�i by the Engineer. i� 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 j� service pipes, 3/4-inch service lines and the 2-inch "meter shall be moved to the next �•�S successive project location. IA �'"� Payment for work such as fittings, 3/�-inch service lines, asphalt, barricades, all service !J connections, removal of temporary services and all other associated appurtenants required, shall be included in the apprqpriate bid item. � � � 79.9 Adjust Manholes, and Vault� (Utility Cut): � Contractor will be responsible for adjusting water valve boxes, mant�oles and vaults tos 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. � 79.10 Adjust Water Vatve 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 �JVorth Water Department forces. J � � J � � � � J J Prior to the beginning of work, the� Contractor shall make an inventory Qf the condition of existing water valve boxes. The Construction Engin�er will field verify this inventory and provide the Contractor repfacemen'ts,for broken valve�`boxes. The contr�ctor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will b� full compensatior� for all labor, materials, equipment, tools, and incidentals necessary to complete the work: I BI 79.11 Purging and Sterilization' of Water Lines: B'Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will furnish all wateF for INITIAL cleaning and sterilization of water lines. All materials for construction of the p�oject, including appropriately sized "pipe cleaning pigs", `chlorine gas or chlorinated lime (�iTH) 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 measure�i after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinat�d water shall be disposed of in the sanitary sewer system. Shoulda, sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to dispbsal. The line ma�r not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. I ., , i Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be cor�sidered to be inclt�ded in the linear foot bid price of the pipe. � �. ' , I a� .. o4i2oiss �SG51 � � . I PART D - SP�CIAL CONDITIONS �� 04/20/99 79.12 Work Near Pressure Plane �Boundaries: Contractor shall take note that the., water line to be replaced under this c�bntract 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 a�d no cross connections are made between pressur� planes °' 79.13 Water Sample Station: �� .. GENERAL: � All water sampling station installation� will be per attached Figure 34 or as �required in large water meter vaults as per Figure,33 unless otherwise directed by the Engineer. � The appropriate water sampling station will be furnished to the Contractor free of charge;k however, the Contractor will be req�ired to pick up �this item at the Field Operations�, Warehouse. •Y PAYMENT FOR FIGURE 34 INSTA'LLATIONS: 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 Se�yice Line from Main to Meter. � a � Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be i,ncluded in the price bid for Service Taps to Main. ' ., Payment for all work and materials necess,ary for the installation of the sampling station, concrete support block, curb stop, fit�ings, and an incidental 5-feet of type K copper � service line which are required to p�`ovide a complete and functional water sampling station shall be� included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTAI�LATIONS: Payment for all work `and materials a 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 neaessary „for�the installation of the sampling station, modification to the vault, fittings, and a11 type K copper service line which are required to provide a complete and functional wateF sampling station shall be included in the price bid for Water'Sample Stations. � � 79.14 Ductile Iron and Gray Iron Fittings: . 'i 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 shall be revised to read as follows: � �, E2-7.11 DUCTILE-IRON AND GRAY;IRON FITTINGS: All ductile-iron and gray-iron �� fittings shall be furnished with cement �nortar 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,;,�rertical tie-down concrete blocking, and concrete " cradle necessary for construction as designed. All ductile-iron and gray-iron fittings,; valves and specials shall be wr�pped with polyethylene wrapping conforming to�°Material Specification E1-13 and Construction , SC-52: � � � D D-80 SPRINKLING FOR DUST CONTROL: DSpecification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- ' down concrete blocking, and concrete= cradle. Paym�nt 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 � � � � � �� J � � � � J � All applicable provisions of Standard Specific�tions Item 200, �"Sprinkling for Dust Control" shall apply. However, no direct payment will be m�de for this item and it shall be considered to this contract. „ D-81 DEWATERING: The Contractor shall be responsible for deterrnining the methpd 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 ' incident�l to a construction and all costs incurred will be considered to be included in the project price.,, D-82 � TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight., �ontractor shallp fill any trench the same day of excavation. No extra payment shall be allbwed for this speciar condition. , �� D-83 TREE PRUNING: � A. REFERENCES: National Arborist �ssociation's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT ' �� PAR�' D - SPECIAL COND�TIONS 1. Vibratory Knife � I ;m 2. Vermeer V-1550RC Root Prunfer � �r C. NATURAL RESOURCES PROTE�TION FENCE �+ 1. Steel "T" = Bar stakes, 6 feet I�jng��i � � 04/20/99 J 2. Smooth Horse-Wire: 14-1/2 g�uge (medium gau��) or 12 gauge (heavy gauge). 3. Surveyor's Plastic,Flagging: `fTundra" weight, International fluorescent orange or red color. , � tl , �� 4. Gombination Fence: Commercially manufacturedicombination soil separator fabric on iire mesh backing as shown on the Drawings. i SC-53 ' � � PART D - SPECIAL CONDITiONS ,� � .� E. F : • • ��;�11�11►L� � 1. Survey and stake location of root�pruning trenches as shown on drawings. 2. Using the approved specified eq�iipment, make a cut a minimum of 36 inches deep ir� order to minimize damage to the �indisturbed root zone. 3. Backfill and compact the trench irr�,mediately after trenching. a 4. Place a 3-foot wide by 4-inch dee� cover of mulch over the trench as required by the Engineer. . � 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil, temperature and minimize water I�ss due to evaporation. 6. Limit any grading work within con�ervation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being c,�ut unless cut by hand or cut by specified methods,, equipment and protection. � r �° MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or cle�ring operation on areas designated by the Engineer. Tree Pruning shall be considered sub �idiary to the project contract price. D-84 TREE REMOVAL: f ' Trees to be removed shall be removed using applicable methods, including stump and root bal�. removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Gontractor shall immediately repair or replace any; damage to utilities and private property incl��ling, but not limited to; water and sewer services,•� pavement, fences, walls, sprinkler system pip�ng, etc., at no cost to the Owner. All costs for tree� removal, including temporary service costs, shall be considered subsidiary to the project contrac� price and no additional payment will be allowe�. � D-85 TEST HOLES: The matter of subsurface exploration to ascer�ain the nature of the soils, including the amount of rock, if any, through which this pipeline install�ation 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. .W If test borings have been made and are provicled for bidder's information, at �he 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 act�uracy for the information or that the material j5 encountered in excavations is the same, eith�r 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 af�ected by the geology of the site. � oaizoiss SC-54 � � 'J � � � � PART D - SPECIAL COND'ITIONS� The cost of all rock removal and'other assnciated appurtenances, if required, shall be included in the linear foot bid price of the pipe. D-86 PAVING SEQUENCE OF CONSTRUCTION: In order to minimize disruption to adjacent residents and businesses, it is the intent of the plans and specifications that pavement repairs or pavement r��lacement be accomplished in a sequence to coincide with and follow the construction and testing of segments of the 48-inch water main between valves. The maximum length of street that can be under construction at any one time for pavement repairs or replacements will be the length of street from 48-inch valve to 48-inch valve. Concrete pavement repairs in �Bolt Street will be accomplished first. D-87 ACCESS TO DRIVEWAYS: � Access to driveways shall be maintained atPall times excep�t when water line activities actually block the driveway. During pavement pulverization and ex�avation, the contractor shall install temporary driveway ramps using crushed ,�stone flexible base meeting the reqr�irements of Standard Specification Item No. 208, Flexible Base. Crushed stone material shall be paid at the � unit price bid regardless of the quantity used. ' J .J J � � � J J RI D-88 CONTRACTORS RESPONSIBILITY,;�OR DAMAGE CLAIMS: Part C- General Conditions, Section C6 - 6.12 shall be revised to read as follows: CONTRACTOR'S RESPONSIBILITY FO� DAMAGE CLAIMS: Contractor covenants and agrees to indemnify City's engineer and architect and their personn�l at the project site for Contractor's sole negligence. In addition, Contractor Govenants 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 los�', property damage, personal injury, including death, arising out of, or alleged to arise out of,; the work and ser�iices to be performed hereunder by Contractor, its officers, agents, employeeS, subcontractors, licensees or invitees, whether or nof anv such iniurv, dam�qe or death is caused, in whole or in part, bv the nealiqence or al/eqed nealiqence ot Owner, its officers, servants or emplovees. Contractor� likewise covenants and agrees to indemnify and hol�d harmless t�ie Qwner from and against any and all injuries to Owner's officers, servants and employees and jany 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 nof anv such iniUr►� or damaare is caused in whole or in part bv the neqliqence or alleqed neqliqence of O�nrn�r, its officers, servants or emalovees. �w In the event Owner received a written " claim for damage against the Contractor or its subcontractors prior to final payment, fin�l payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has k��en 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 whdm a claim for c��mages is outstanding as a result of work performed under a City Contract ; i�. � oai2oiss SC-55 � .= J D D � � � �] !J � J � Y � q PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURE�;'IN-PLACE PIP�, . ............................................OMIT 0 Ii DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM .................................OMIT DA-3 PIPELINE REHABILITATION FOLD A'ND FORM PIPE ............................................. OM1T �a DA-4 SLIPLINING �� ....................OMIT ........................................................................................... �� DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ...................................................... OMIT �� DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAI� ........................................... OMIT DA-7 PROTECTIVE MANHOLE COATING ��'OR CORROSION PROTECTION ................. OMIT d DA-8 MANHOLE REHABILITATION ITEMS � ...... OMIT ........................ �........................................ DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................... OMIT DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM ................ OMIT �� .� . DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................. OMIT �� . DA-12 INTERIOR MANHOLE COATING - S�PRAYWALL SYSTEM ..................................... OMIT DA-13 INTERIOR MANHOLE COATING - R�4VEN LINING SYSTEM .................................. OMIT DA-14 INTERIOR MANHOLE COATING - PERMACAST S`�STEM WITH EPDXY LINER ... OMIT �� . DA-15 RIGID FIBERGLASS MANHQLE LINERS .................................................................. OMIT DA-16 PVC LINED CONCRETE WALL RECONSTRUCTION .............................................. OMIT � ;. .� .................................................... DA-17 PRESSURE GROUTING .................. ..................... OMIT �) J � � � � � ■J � DA-18 VACUUM TESTING OF REHABILITATED MANHOLES .............................................OMIT ., d, � DA-19 FIBERGLASS MANHOLES ............. :......................................................................... OMIT DA-20 LOCATION AND EXPOSURE OF NIANHOLES ANDa9�NATER VALVES .................... OMIT DA-21 REPLACEMENT OF CONCRETE CURB AND GUTTER .......................................... ASC-3 DA-22 REPLACEMENT OF 6" CONCRET� DRIVEWAYS ................................................. ASC-4 DA-23 REPLACEMENT OF H.M.A.C. PAVEMENT AND BP��E ............................................ OMIT DA-24 GRADED CRUSHED STONES .................................................................................... OMIT ar „ „ �5.0' WIDE .......................................................... OMIT DA-25 WEDGE MILLING 2 TO 0 DEPTH osiosiss i' ASC-1 SOUTHSIDE II WATER w. TRANSMISSION MAIN �� SOUTHSIDE II PRESSURE PLANE ° " � CONTRACT II A � PART DA - ADDITIOI�i4L SPECIAL CONDITIONS DA-26 BUTT JOINTS - MILLED � ............................................................................................ OMIT � � � ,d DA-27 3" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) .................................................. ASC-4 . � DA-28 REPLACEMENT OF 7" CONCRETE V�LLEY GUTTER;' ......................................... ASG5;tl DA-29 NEW 7" CONCRETE VALLEY GUTT�R .................................................................. ASC-5 DA-30 NEW 4" STANDARD WHEELCHAIR F�i�MP ............................................................ ASC-6 a ai DA-31 8" PAVEMENT PULVERIZATION .......:� ................................................................... ASC-7 8 DA-32 REINFORCED CONCRETE PAVEMEI�T OR BASE (UTILITY CU� ...................... ASC-7'� ,� DA-33 RAISED PAVEMENT MARKERS.........o ..................................................................... OMIT .� � DA-34 POTENTIALLY PETROLEUM CONTAN"11NATED MATERIAL HANDLING ................. OMIT c - DA-35 LOADING, TRANSPORTATION, AND I�ISPOSAL OF CONTAMINATED SOIL ....... OMIT DA-36 INSTALLING ROADBOND EN 1 TO EI�HANCE CEMENT STABILIZED' BASE .........OMIT � DA-37 ROCK RIPRAP - GROUT - FILTER FAB�iIC ...............................................................OMIT S 1 � s . 0 o�osiss ei �a . e 1 .I ^ 1 � , �. i � 3 !' � ASC-2 �� a ,8 SOUTHSIDE I'I WATER TRANSMISSION MAIN SOUTHSIDE II PRESSURE PLANE CONTRACT II ,, D PART DA - ADDITIONAL SPECIAL CONDITIONS D tl DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE: OMIT DA-2 PIPELINE REHABILITATION PIPE ENLARGEM NT��SYSTEM: OMIT DDA-3 PIPELINE REHABILITATION FOLD i�►ND FORM IPE: OMIT � DA-4 SLIPLINING: OMIT DA-8 MANHOLE REHABILITATION: OMIT �� DA-5 PIPE INSTALLED BY OTHER THAN"OPEN CUT: OMIT � , DA-6 PRIVATE SECTOR REPAIR� OMIT D DA-7 PROTECTIVE MANHOLE COATING FOR CORR SION PROTECTlON: OMIT IA J � � � � � � � DA-9 SURFACE PREPARATION FOR MANHOLE REHA�ILITATION: OMIT DA-10 INTERIOR MANHOLE COATING � M�CROSILICATE MORTAR SYSTEM: OMIT DA-11 INTERIOR MANHOLE COATING 1 QUADEX SYSTEM: OMIT DA-12 INTERIOR MANHOLE COATING = SPRAY WALL SY�STEM: OMIT DA-13 INTERIOR MANHOLE COATING - RAVEN L(NING SYSTEM: OMIT �, DA 14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER: OMIT 0 DA-15 RIGID FIBERGLASS MANHOLE LI�IERS: OM17` DA-16 PVC LINED CONCRETE WALL RECONSTRUCTION: OMIT DA-17 PRESSURE GROUTING: OMIT• � m �� DA-18 VACUUM TESTING OF REHABILITATED MANHOL'ES: OMIT DA-19 FIBERGLASS MANHOLES: OMIT�� A� DA-20 LOCA�ION AND EXPOSURE OF MANHOLES AND WATER VALVES: OMIT DA-21 REPLACEMENT OF CONCRETE CURB AND GUT,T"ER: Contractor shall replace all damaged existirag 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 frot� the gutter lip, with same day haul-off of the removed � o�osiss �� l ASC-3 SOUTHSIDE II WATER TRANSMISSION MAIN SOUTHSIDE II PRESSURE PLANE CONTRACT II � � PART DA - ADDITIONAL SPECIAL CONDITIONS t� material to a suitable dump site. The street �oid shall be filled with H.M.A.�. "Type D" mix a d � compacted to standard City densities and top��soil, if needed, shall be added and leveled to gr��e�� behind the curb. Existing improvements wit�iin 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. ; � :a .i Backfill for curb and gutter shall be completeci 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 damag,� will be assessed per block per day. � s. � The unit price bid per linear foot shall be full c,ompensation for all materials, labor, equipment and incidentals necessary to complete the work. ` a DA-2� REPLACEMENT OF 6" CONCRETE, DRIVEWAYS: B This item shall include the removal and re��acement of existing concrete driveways, due to , deterioration or in situations where curb an�l 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 f�o. 104 "Removing Old Concrete", Item No. 504" q Concrete Sidewalk and Driveways". Pay limits �or concrete driveway are as shown in Drawing No. , S-S5 of the Standard Specifications. ° ' The unit price bid per square yard shall be fu�l, compensation �for all labor, material, equipment, supplies, and incidentals necessary to complet� the work. � R� DA-23 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: OMIT � DA-24 GRADED CRUSHED STONES: OMITu DA-25 WEDGE MI�.LING 2" TO 0" DEPTH 5.d' WIDE: OMIT DA-26 BUTT JOINTS - MILLED: OMIT ,ti DA-27 3" H.M.A.C. SURFACE COURSE (TYPE "D" MIX): '9 All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-Mix Asphaltic Concrete" and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the constructio� methods for this portion of the project. ' � � Standard Specification 312.5 (1) shall be revi'sed as follows: The prime coat, tack coat, or the asphaltic mixture shall not be placed unless th� air temperature is fifty (50) degrees Fahrenheit °� and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic ' material shall also not be placed when the wiad conditions are unsuitable in the opinion of the � Engineer. � The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City �` approval 48 hours prior to placing the M.M.A.C.��verlay. The City will provide laboratory control as necessary. ' o3/os/ss ASC-4 SOUTHSIDE II WATER ° TRANSMISSIO�I MAIN ,� � SOIJTHSIDE II PRESSURE PLAf�E �� CONTRACTII � �I � �'n PART DA - ADDITIONAL SPECIAL CONDITIONS � The unit price bid per square yard of H.M.A.C. complete and i�n place, shall be full compensation for all labor, materials, equipment, tools, and in�identals necessary to complete the work. �,. DDA-28 REPLACEMENT OF 7" CONCRETE VALLEY'GUTTER: D � D � � ,J This item shall include the removal and re�onstruction �f 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 �hall 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�ethe 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 fiiial 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 Pave'menY'. 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 comp essive strength of 3000 pounds per � square inch. Contractor shall°work on one-h�lf of Valley Gut er 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 with�in 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 Coricrete Valley as shown on the proposal will be full compensation for materials, labor, equipm�ht, tools and in�identals necessary to complete the work. _ � J � !J � � � DA-29 NEW 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 concret�� valley gutters a¢I shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete b�se and crushed' limestone to a depth as directed by the Engineer and necessary asphalt transitions as shownnin the concrete valley gutter details, shall be subsidiary to this Pay Item. " . See standard specification Item No. 314,A� "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Opld Concrete", ltem No. 106, "Unclassified Street A o�os/ss �� ASC-5 . SOUTHSIDE II WATER TRANSMISSION MAIN " SOUTHSIDE II PRESSURE PLANE CONTRACTII � PART DA - ADDITIONAL SPECIAL CONDITIONS Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the.square yard of concrete pavement anc� the curb and gutter section will be included. ' Contractor may substitute 5" non-reinforced (�:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pav�jment". � Asphalt base material may be required at tirrfes 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 shalla, be open to traffic. Work shall be completed ori each half within seven (7) calendar days. • If the contractor fails to complete the work o� each half within seven (7) calendar days, a$100� dollars liquidated damage will be assessed per each half of valley gutter per day. ,; h� � u � � L� ■ The unit price bid per square yard for Conei�ete Valley as shown on the proposal will be full, a compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. , m e� DA-30 NEW 4" STANDARD WHEELCHAIR RAI�IP: . , ¢ The Contractor shall construct standard conc'rete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. � " .e The removal of existing substandard whe�lchair ramps and sidewalk as required for the �d installation of new wheelchair ramps shall be subsidiary to this pay item. The rei�noval and " replacement of existing curb and gutter as required for the installation of new wheelchair ramps ,� shall be included in Pay Item 43 (Removal artd Replacement of Curb and Gutter). Pay limits for laydown curb and gutter� are as shown in the S�andard Pay Limit Detail (WR-1). The pay limit will R extend from 9" outside the lip of gutter to 15" ack from the face of curb. Any asphalt tie-in shall � be subsidiary to the curb and gutter pay item: Pay limits for "Standard Wheelchair Ramp" will start 15" back from the face of curb and encom�ass the remainder of the ramp and sidewalk. � All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and Item p 504 "Concrete Sidewalk Driveways" shall apply„except as herein modified. '6 I� All concrete flared surface shall be colored with,LITHOCHROME color hardeneY as manufactured g by L.M. Scofield Company or equal. The colot hardener shall be brick red color and dry-shake ,� type, and shall be used in accordance with �anufactures instructions. Concrete stain may be applied after concrete is poured (Product sold b�r BAER). "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved b�r the Engineer, meeting the aforementioned s specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope�of this pay item. � The method of application shall be by screen, si,�ter, sieve or other means in order to provide for a° uniform color distribution." , o3/os/ss ASG-6 SOUTHSIDE II WATER � = TRANSMISSION MAIN SOUTHSIDE II PRESSURE PLANE , ' CONTRACTII � � � PART DA - ADDITIONAL SPECIAL��ONDITIONS n O2 � The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment, tools and 'incidentals necessary to compete .� the work. . DA-31 8" PAVEMENT PULVERIZATION: J Contractor shall pulverize the existing pavement to a depth of �8" below the pavement surface. After pulverization is completed, the Contractor shall temporarily remove and store the 8" deep pulverized material, then cut the base an additi�nal 3" to provide for the base and for the new 3" � H.M.A.C. surface. The 3" base cut shall start' at a depth of 8" from the existing pulverized surtace. After the undercut operation is 'corrapleted, contracto�; shall spread, mix, and compact the pulverized material to a 95% compaction p2r City's Standard Specifications or as directed by � the Engineer in the field. A 3" surface course will be installed over the compacted material. A 5% Portland Cement shall be used to mix with the pulverized material. All asphalt and base material shall be stockpiled and stored. No usable mate'Yial will be hauled off. � � � � � � � � � � The unit price bid per square yard shall be full compensation �or all labor, material, equipment, tools, and incidentals necessary to pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off, swe�p, and dispose of the undercut material. The 3" H.M.A.C. surface will.be paid for by sep�arate pay item. .�� DA-32 REWFORCED CONCRETE P�4VEMEN,T OR BASE (UTILITY CU� The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. A. GENERAL: � � Reinforced concrete pavement or base shall conform to �pecification Item No. 314 herein except for finishing and curing. ' FINISHING: �) I The reinforced concrete shall be brought to a uniform surfa�,ce by working with a wooden float. The surface shall be flush with the adjacent pavement ar��l shall have a finish similar to the surrounding pavement. The surface shall be even and shall�provide a smooth ride. I CURING: �•� � The reinforced concrete pavement surfaces shall be sprayekl uniformly with a membrane curing compound confoKming to the requirements of ASTM � C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloratio of the concrete. Concrete shall be allowed to cure for seven days or test cylinders reach 30009 si before removal of barricades. � D. EXECUTION: � Included in this item will be the removal of the existing r�einforced concrete pavement. The � existing pavement shall be sawed so as to maintain an � even, straight pavement cut. The � 03/o9I99 , ASC-7 °j SOUTHSIDE II WATER TRANSMISSION MAIN � SOUTHSIDE II PRESSURE PLANE �d CONTRACT II ,, � PART DA - ADDITIONp►L SPECIAL CONDITIONS 0 � 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 before9t lapping. y � The following work method will be performed on each utility cut: BT i 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. ' � , . o� 4. Saw cut along marked lines a minimum �di two (2) inches deep. .� �a 5.. Remove existing concrete. 6. Form joints and place reinforcing steel a�nd Dowel Bars (as required) according to standard ,, specifications. � � ;E 7. Place and finish concrete. ;; 8. Clean up job site, removing all debris. e Y� `� � ,e 9. Maintain traffic control devices to protecithe area until the concrete has cured seven days or concrete reaches 3000 psi compressive �trength. i F, 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, m�terials, equipment tools and incidentals necessary to complete the work. °' �' DA-33 RAISED �AVEMENT MARKERS: OMIT �. DA-34 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING: OMIT � E� DA-35 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL: OMIT DA-36 INSTALLING ROADBOND EN 1 TO ENHANCE CEMENT STABILIZED BASE: OMIT DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC: OMIT o,�osiss M A� N � N +N 1 AS�-8 .' < �4 e � � � Kp �4 SOUTHSIDE II WATER TRANSMISSION MAIN a SOUTHSIDE II PRESSURE PLANE CONTRP�CT II a a L._.) L.� J C� [_� C J [: l �" � C: 7 i _{. C. _� � _"..l___r �1-_s"" �:� .- �� , �: . � � � PIVIS 167 (Copper) � ,— PMS 288 (Blue) ; ; 8�.�� , , ; ; . , ., 3" �, 3' -1.5" .;' 3" :� . � �, � ;' � . , , 2.25" _I � :� . ; , . . �. ��T OTH , . . . ;-- , �„� `_�, � � . � � �� . � � .��IIZC�� 1Z :�c�C�'�(�l�t_ �r . .�. �_� . 2.25" ` - O � N 4.5" j: / / � � �� ; , . . , �. , , � White . ,� PMS 288 (Blue) . ;; . . �. , , � . , , % ;`�4'-1.5" . , %, , , , , , ,. , ` �. :� ' � . � , ou�: Wate� , , . N O 4.5" ; � , / ' � 3" Radius ;, . . ��. PMS 288 (Blue) / , / . � 3" � � . � �3.75" ._.._ � . 0 PROJECT SiGN �igure 30 09/1 B/96 Scale y " _ 't' E2-1 Construction � 3.75" _ —.- � � � I� � � . �r I EXCAVATION9 BACKFILL AND PAVEMENT ! REPAIR UNDER EX�.� TING S�TREETS I� � N` MIN. 2" HOT OR COLD MIX ASPHALT , ., —TEMPOI�ARY PAVING REPAIR SHOWN — FOR II PERMANENT PAVING REPAIR DETAILS SEE I � EXIST. STREET PAVEMENT � FIGURES' 1-5 OR AS SPECIFIED IN THE PLANS OR SPE��IFICATIONS. ia . � ., � ., � � � � � � �:, � i � i ,�, j O O C"G"O O O J O G"O"O J a"J"J r0�'O"O"G"O''O O�G 0 O'JO , �.� „O,O_O_O 6 O_O_0„0_0_O_O„O_O_O„O_O O O_O„O„O_O_O_O_O O,O_O/ � ' %////%/,/i �/��j///, %�/MIN., � � '� '�i // �.. i ,',/ . �� jfF j � j /// � 6 COMPACTED /i �/ � � ��'F�EX—BASE MATERIAL ��% �� / /�/�' < � � d d ' ° /�/ �f ' . ,� /� � �J /`�� /// � �/��C . /�// a � ° .a 4 ° � ° a a , BOTTOM OF TEMPO�2ARY OR MANEN� PAVE NT`REPA{R� , ° < � 0 � � T �. � EXIST. BASE � � ' �'�� .: ' ' ,� � : :.'•: ' � ' ,'� � : .' •TYPE C BACKFILL � — • `. '. ' � . : �•' � : ' � _ SEE SPEC. Ei-2 •.'��' ,� ..' . . �.''' - 1'-6" MAXIMUM * SAND MATERIAL ,! '. •: • , � � • � � • • — EMBEDMENT • •� i� . '. � ,' •� ,_+a � SEE SPEC. E1-2 ; : :°.- � •' • :. : ; — — MINIMUM 6" SAND •.' �. ' • .. EMBEDMENT COVER — . . '.��,�, � � . :. '� :. .: . � D D � D� � � � � INIMUM 6" EMBEDMENT , �w � • INCLUDED IN LINEAR FOOT BID PRIC�� OF PIPE � FIGI�RE (WATER SIZES UP 1�0 & a � INCLUDING. 12") jr NTS � � e � REV: MARCH 25, 1999 a1 �� n EXCAVATION, BACKFIL�L AND REPAIR UNDER EXISTING ��, � i� F: PAVEMENT STREETS Y � � ' II MIN. 2" HOT OR COLD MIX ASPHALT , f� —TEMPORARY PAVING REPAIR SHOVJN - FOR PERMANENT PAVING REPAIR DETAILS SEE � EXIST. STREET PAVEMENT FIGURES 1-5 OR AS SPECIFIED IN THE PLANS , �A OR SPECIFICATIONS. IY p ;�,,,,, � �o��o�o�o�o�o�o�o�� .o�o�o�o�o�o ��o�o�o�o�o�o�o�o�o�o�J��,,� , � ; o o_v._o_o_o_o,o_o_o a o o_o_a_o_ �.o_o_o_o_o 0 0.0 0_�_0 0. , .,,:, � ., f,� ,; , , ;,, . �f, � , . /� r ��/,,% ,/�///;� / j MIN. s' COWiPAC��D � i �i/��ji /! j/, //%/ %� � � a a `( / IFLEX—BA�/MATVR/L" ,� % <��/��//��%� a ° a° o � < n , `G . a � �� e � a I aO Q a � � J � � � � e� , a BOTTOM OF�TEMPORARY OR MANENT PAVE NT REPAIR , a EXIST. BASE r- I 'I , �_ I � 1 �' ' • ' • � � .' • ' . • • � � .� • •TYPE C BACKFILL ► SAND MATERIAL ' . • • � � .� •. � ', �� SEE SPEC.. El-2 EMBEDMENT � � • '� • �� i� �•'� • : • • �• '� 1'-6" MAXIMUM SEE SPEC. Ei-2 ' � ' . ' ' : . •' "• . •� "� *+� 1) SEWER - MINIMUM 12' : ° '• • • � • • ' SAND EMBEDMENT COVER ,� ; '•� �,': ,; f "' ' ' �'• � • F 2) WATER - MINIMUM 6" • . SAND EMBEDMENT COVER � � *•*� � " MINIMUM 6" EMB�DMENT • �'. : • I. . � uru��i � : • '. * CRUSHED STONE " •' • SEE SPEC. E1-3 ' .. . s , • � RA : .,. a' - _� � � ��_ �: - � i � INCI.IJDED IN LINEAR FbOT BID PRICE ��OF PIPE ��, ; �, ,� � FIGURE � �. . � (SEWERo QLL SIZES) � (WATER SIZES 16" & I�ARGER) � ^�� NTS � ri AI p REV: MARCH 25, 1999 � J � � � � � � � J � � ,� . y � PROPOSED PAVED STREETS (BENEATH FUTURE PAVING �ONLY) �; �, � TYPE B OR C BACKIFLL SEE SPEC. El-2 �. � �� — r� ��=� � �_�— � �_ ��'—� � ' _ _ .� � �� „_ � .'�� , � x 1 � ' � IL— : . . , : ' �a . , : : . . , �-i, . � � • ' : . . • ,' �r: . ' . • .' •. � �fl . • _ � . �, : . • �: � • '• : .' • �• � • '• i :''� ',, • SAND MATERIAL '— ' ' � ' • ' � ' • ' • ' '�• ' ' � EMBEDMENT � .'.: •� � � � ,� .'.: •' � , . .. ' • �, SEE SPEC. E1-2 . �. NTS " REV: MARCH 25, 1999 vi � s � � , , .':� • .� ; . • •�• . '�t� T � _� . � ' • :� II�. ,. : • • : .. . .1 — � . : . ,�. . . .� . : . . _ MINIMUM 6" SAND E MENT C ,R: .� : � :'. '•'�' •': �: .�.: � :',�— — �T . . : , . . : ' — • . 11 � � • . �. . _�i'' ' ' Q� : ' : � _ ,_ : �rQ� : . , _ MINIMUM 6" EMBEDMENT �_ • • . • • • � ��' ' , p . :� ; —��1—' . • • � • . � •• �� , � —��n iP �� * INCLUDED IN �INEAR FOOT BID PRICE OF PIPE �s ;F e �� - FIGURE � �n � � (WATER SIZES UP� TO & INA�CLUDING 12") , eF m � � �� . � � I � . ' A � e� �PROPOSED PA�ED ST��EETS (BENEATH FUTURE PAVING,: ONLY) � * SAND MATERIAL EMBE�MENT SEE SPEC. Et-2 • CRUSHED STONE � SEE SPEC. E1-3 r �� " TYPE 8 OR C BACKIFLL ' im SEE SPEC. E1-2 �� _i T i ��r" ��'�� ie ' � � — 1 - . . ' ' � . . . ' ' • . .a ' ' . . - , .1i . ' � ' . . ' ' ' . �I . .• • : • . . . .• . . . . . . .� . ;,. . �: :� .�.: . . : : :' �.'.: • • •�� :• � � �� . • .. . • .. . . = , i ' : ; , . �� ; : • ; e,� • .1 T . : . . • � . • T —1 �• , •'• � ��"� .: .• : :� . . . � �° •• 1) SEWER — MINIMUM 12" � . •... .�, . . . �... — SAND EMBEDMENT COVER ; •. � : .��. � "': � •. ' • 2) WATER — MINIMUM 6° : • • �,� • � SAND EMBEDMENT COVER •• . .f.��• • • . . � ' 'f•' ,�pQ�Q� ' - — . < _ '..',',• . ' �' • <.,� .. . ' � MINIMUM 6" EMBEDMENT A � *� INCLUDED IN LINEAR FOOT BID PRICE �F PIPE , Y �� FIGL�RE D�� (SEWERo ALL SfZES) (WATER SIZES ,16" & L"�ARGER) I °�` ;� NTS � � REV: MARCH 25, 1999 D �� 0 � , �► i � . o �� ; :: :�: -::....�. > f-- •� - "'� : ;:: ; i� SAWED JOINT FACE N � � ;�:: � Q ;,... �'�� ': ,-:�:� , 3�g' DIA. C�OSED CELL EXPANDED ' z �, �,:;. � :; ,�. POLYETHYLENE FOAM BACKER RQQ � y, � : . :.:,: ;. . , � . �� . ..; .::; FIRST POUR „': ; ;' SECONQa POUR �,M„ 'COLD" JOINT CONSTRUCTION JOINT DETAIL N0. 2 �'' o SEAL FOR L'bNGITUDINAL �ND TRANSVERSE COPISTRUC�ON p � BUTT .JOINT °N.T.S. �� JOiNT DEPTN PAVEMENT JOINT �DEPTH THICKNESS ( T/4 ) T=5" 1 ��4' i=6' 1�/2' � ,A T=T �3�4� � ` T=8' 2' � � � D D D � ,. � � � � �o i�4� SILICONE JOINT SEALANT �t� � .� • � ' • . ''• ; . • • g,�. • . � rt ::.,.,'.. — • ' SAWED JOINT FACE � • t",T i � \i 1 ; � :; ,- .�� ''=: ; :�� 3/8" DIA. CLOSED CELL EXPANDED : ;:; :,•,.. PQLYETHYLENE FOAM BACKER ROD r . � � �' �:: :.. � .: �� , v . � : . .�: �: : �. � ' • • JOINT DETAlL N0.3 SEAL . FOR SAWED DUMMY' JOINT .. N.T.S. , bW -,,,� � : :...�.- : � .�� . . cv •' �� . . . .. . '. : ..= :: . , � .. ••``�.. :'. ;, q, �-- � ,.,: : . � . . •— �6 SMOOTH —�—��' i4� ' ' . �� —�;. •.�� ' .. Oa � . s,i � r� . ., . i� � � � �a.. • • /i:.��.\\ :' a�.` .• �'.._��_��_�'i_____�_�; _�� R SILICONE JQINT SEALANT POLYETHYLENE BOND BREAKER TAPE REDWOOQ .EXPANSION JO1NT FILLER DOWEL SUPPORT BASKET � JOIN�' DETAIL N0:1 SEAL FOR EXPAPlSION JOINT N.T.S. �° o . . SUPPLEMENT TO T&PW FIGURE 1: WHEN EX(STING CONCRETE IS Ct1T, SUCN CUTS SHAL�! BE MADE WiTH� A CONCRETE SAW. ALL SAtNING SHALL. BE SU@SlDIARY TO THE UN1T COST OF THE lTEM FOR WHIC�I SAWING !S REDUIRED. J01NT DETAILS NOS. 1, 2��& 3 OF THE T&PW PAVING DETAILS SHALL BE APPLICABLE. "" � � U [..�.� �t E::._.7 [�.� � 0 0 �3 � C� C� C] �] t� O �� .::-,. C� � �s,,� � � %� � ' } ;i ` "��W.;f�.� .� �. ��` - ,E , � . '''�"`'''� REP�ACE PAVEMENT TO NEAREST JOINT ! ` SEE LONGiTUDINAL JOIN1' SPACING � � . � �, . � � � ' r � . � REP�.ACE CURB & GUTTER � � � CITY OF FORt WOR7H 7RANSPORTATION/PUBLIC WORKS OEPT. ENCINEERING DIVISION NOT TO SCALE ST. SUB SASE (IF ANY) NOTES: � � LONGITUDINAL JOINT iQ REINFORCED CONCRETE PAVEMENT WILL BE REPLACED, TO ORIGINAL DEPTH SPACING OR TO A MINfMUM DEPTH OF 5', WHICHEVEft iS GREATER. STR[ET � SPACING . WIDTH . 02 IF STEEL EXISTS IN CONCREI"E PAVEMENT TO BE CUT, THE �STEEL SHALL BE CUT • AND SALVAGED AS PQ5SIBLE. A MINIMUM LAP SPLICE DISTANCE OF 12' WILL BE 2fi' & 30' ON � PROVIDED. . 36' & q0' ON & F3' FROM 3U REINFORCED CONCRE7E PAVEMENT WILL BE REPLACED AS SHOWN OVER TRENCfi BA� OF CUR� IN THE EVENT NON-REINFORCED CONCRETE PAVEMEN7 IS REMOVED. . „ qq` ON � & il` OFF � � BEDDING OF PIPE TO MATCH AOJACENT SECTIONS OR SPECIFICATION 402. WHICHEVER IS GREATER. FIGURE 1 ��AS� � 4a� ON �& 12' OFF � TYPICAL SECTION — TRENCH REPAIR CONCRETE PAVEMENT 60' 6' &��- orr � -- No.3 BARS ON 24" CENTERS BOTH WAYS WITH ' • MIN.2 BARS LONGITUDINAL IN DITCH. � , CLASS 'A' REINFORCED CONCRETE ' PAVEMENT REPLACEMENT EX1S1'. JO1NT —� EX1ST. JO{NT --� • . � � � � � � `------� -,�" � � • IST. CONC. EXI5T. CURB AVEMENT � & GUTTER ' �_ . , . • . — . . . �. �n � . . . � . . � �,; �, •�I, 1` �:.�. . �-�.`'•. �': i.� ► i�� - 6:Ml�L \� ; i� � . . � •.� ,%� �r �, � ; / I �: `:�'1i�'� : o o "' :o'" . . ' ^�, .V � - o o �2 � .\' o 0 0 0 0 o Q o . ' ' ' o 0 0 ° a o o . o o '.�Ei�� . p o O O � 'r . a° a � . ' � ��$ o � � o° o ' °� ° 2:27 CONCftETE �� . ' � -= � - ° ° '' ° �° " °-°� °�� ' - . ALL TR�NCN B�,CKFILL SHALL MEET f�EQUIREMENTS FOR ' M1 °° ° 6 � °b° ' ° ' ° � � ' � p GRADATION AN� COMt�`ACfi10�1 AS SPECIFIED' W-1TEM =402 °OF ' � � o �� °� ° °� ° e � �'° THE STAfJDARD SPECiFICA710NS _ FOR CONSTRUCTION. PUB�IC 0 0,o a �°°° WORKS DEF'T., CITY OF FORT. WORTH. TEXAS OR BACKFILL CftUSHLD LIMESTONE o°,° °�°o . AS SPECIFIEO IN SECTIONS El-2 &_�E2-2 OF THE �� Tb EX7END - ��° o o� SPECfFICAl'IONS FOR WATER DEP7. PROJECTS, fORT WORTH FROM 6' BELOW °° WATER DEPT., CITY OF FORT WORTH� TEXAS.. PiPE TO SPRWGLfNE Oo �� ', . , � �PROPOSEO° PIPE • . - .. � 4�- - �..� � '. , 0 0 0� O. 000 ��o `. . e DITCH WALL� r. ". '.,o ' � 6" CRUSHED L,.�STONE • FIC. 1 a L�! � � ,,,; :,.. � �,4: '�'�t�'�� .1 [�..�.1 L� :._� L� C�7 �7 i��:��, � �J. C� G_J C=.:1 L�1 �J � . . � ��e':;�f:;' . . .,�.� t� REPLACE PAVEMENT TO NEAREST JOINT � SEE LONGITUDINAL JOINT SPACING • � . ' � No.3 BARS ON 24' CENTERS BO7H' WAYS WITH � MIN.2 BARS IONGITUDINAL IN DI7CH. EXIST."CURB CLASS 'A' REINFORCEO CONCRETE & GUTTER ��"-� _ EXIST. CONC. PAVEMENT REPLACEMENT EXISI'. CONC. EX(ST. CURB - / ' PAVEMENT . • PAVEMENT � & GUTTER , . �` EXIST. JOINT EXIST. JOINT . . z . . �0 ---- ' __ .� , J . , . � .. _ • � � r - �- , �� , , . • '��.' . .•��;, - �•� ► i.�"' . i,� j�. •�%� ' .� �'"' �.�l�,� • 1 ; � i �' �.� ti � �.��.��' � � . o —` ,�—P� o.o � 0 6� M�%i. o a o 0 oe � � • �2� o o� � o o � ° ° • • � �2� • a o 0 0 0 • o � • " . � ° � ° ` ° ° EXlST. SUB BASE • $ o o .o 0 0, o 0 0,�_ y ° '° ° ° ° ° �° 2:27 CONCRETE. (IF ANY) � � �' �-o � •� � � � ° ALL TRENCH BACKFILL StiALL MEET REQUIREMENTS FOR -- - =s� ss . , _ �: .o 0 0° ° ao° ' GRADATION AND �aMPACTION �►S SPE�IFt�Q IN ITEM 402 OF 0 0 �, , 7HE STANDARO SPECIFICATIONS �'OR �OI�iSTRUCTION; PUBLIC` • . . . . ' 0 EXIST. SUB E3ASE � UF ANY� CRUSHED LIMESTONE TO EXTEND o . WORKS DEPT.. CITY OF FORT WORTH, TEXAS OR BACKFILL FROM 6' Bf•.1_OW I'IPE TO SPRINGLINE � �. AS SPECI�lED !N SECTIONS E1-2 & E2-2 OF TFIE • • Q Q e SPECIFICATIONS FOR WATER DEPT.�PROJEC7S, FORT WORTH � � ., WA�TER QEPT., CITY OF FORT WORTH, TEXAS. 'y . � p � o�" PROPO$ED PIPE � e oso o , m ' o O �o� � 'DITCH WAIL . . - ,� _ - - -- - 0 p�po �� 00 oa.� ,� -� �e ... � 6' CRUSHED LIMESTONE NOTES: 1Q REINFORCED CONCRETE PAVEMENT WIL�L BE REPLACED TO ORIGINAL DEPTH OR TO A MINIMUM DEPTH OF 5', WHICHEVER IS GREATER Q2 IF STEEL EXISTS IN CONCRETE PAVEMENT TO eE CUT. THE STEE� SHALL AE CUT AND SALVAGEO �CS POSSIBLE. A MINIMUM LAP SPLICE DISTANCE OF 12' WILL BE PROVIDED. 3Q REINFORCED CONCRE7E PAVEMENT WILL EiE REPLACED AS SNOWN OVER TRENChI IN THE EVENT NON-REINFORCED CONCRETE PAVEMENT IS REMOVED. • Q BEDDING OF PIPE TO MATCH AD.IACENT SECTIONS OR SPECIFICATION 402, WHICHEVER IS GREA7ER. � FIGURE i - CAs�' - .i TYPICAL SECTION - TRENCH REPAIR CONCRETE PAVEMENT CITY OF FORT WORTFI TRANSPORTATION/PUDLIC WORKS DEPT. ENCINEERING DIVISION NOT TO SCALE LOhJGITUDINAL JOINT SPACING • STREET SPACING WIDTH 2f3' & 30' 36' & 40' 4 4' 4 E3' 60' ON � ON & f3' FRQM anc�x oF cu�o ON � & 11' OFF � ON � & 12' OFF � 6' & if3' OFF � FIG. 1 0 � � _. � � � � � � � PVMT � BASE J � J J � �J � MANHOI.E � w. � WATEIZ �TALVE , 1/2 W TYP � �� 4.0` M H M1 Z.0' WV �� i . .: '.•;o :�o :��s,. �;;:. .�. ; .' . �, Q ;; , � , .%;, � . , .. ••,a , .� : �: 8 - � BARS TYP. � ? � / ! . • ��•.� '3. ' •a. PLACiD MIN 3" �. •�: � /,-. 1 ''•' :'•. BELOW SURFACE . � •• �`''��'d ';1� %`� . � • .. ' / � • 1 � � �� •�, - 3 ° TYP. . j . : .' � d �' .,. . / ',^,• T • ,. � _ >,• . l , ` a � �� `- =' � e .. �� -� � .��' �� 1 �. O : .. • �' ' ' 1 • . . N.. . 0,� II '• D/,� � O . '� , � � �. , � �, ' 3; � '�•' ;.��. �,\•� ' '�.% �� _�• `'. "' 'C . ; b. �q,. � � • ..J -0. I � � .. ,'. .� . . �� "%.i. ,.• y • _� r� . . . . . . .. .. _ .. • . i� � GRADE RI?VGS •AND RA.�I NECK .�---- li , 7 a.• . „ . � ^.— � - I -i✓. ' _ . . , � � i� - c ,:�� . IA • �. . ' , �Y� . ' . . � . ' � A � ' 1 ' .F � :� �: � . o �r � . �� aa � �- : PVMT BASE CONCRETE COLLAR HEIGHT VARIES •�• I. ALL CONCRETE USED SHALL BE 300 0 PSI. . ' Z. CONCRETE COLLAR�SHALL EXTEND�wTO THE BOTTOM OF BASE (MIN.). 3. eONCRETE COLLAR SHALL BE: a) 4' s 4' for MANHOLE � " �' � b) 2' x 2' for WATER VALVE. � - NTS CONCRETE COLLAR for MANH�LE and `N=�TER VALVE FIGURE 121 February 1993 U G� L7 �J U L�] U U C� f_--1.- U LJ F,�l E.�...J L.�..J L_J �) to.,J L,.�.J .� � , �. �.. EXIST. CURB & GUTTER� !l EXIST. CURB & GUTTER � ,, •�j,; • �•��, •��,, ��+J - . ��;.�J: ;'�;.�J-.�.� ��.�.� ,J: •'•;, � �. � � 8' MIN. �.— ► � � �: � i.��_;.i,��—.i. • • —•�•�! / . , .c . , o • u , o o a /. � ..— 12� o0 0° • � o � o• o �2� SEE NOTE 9O BELOW i EXIST. H.M.A.C. PROPOSED H.M.A.C. REPLACEMENT SLIRFACE �2� M�N'� EXIST. H.M.A.C. SAW CUT SURFACE SAW CUT , �~ � o a e o 0 o p p o 0 0 0 �„�'1 . o • o a o o �° o , o ° � °o° ° ° Y � °, o. ao`o o, o 000 �` �� aa;�°,�� ,°°, ° � . PRlME COA a• oo � o0 . a 2:27 CONCRETE CRUSHED LIMESTONE BEDDING TO EXTEND °° °°` � � � - � FR�M 6' BELOW PIPE �0 SPRINGLIN� � � o _ � � � � " ° `� _ � - _= — _ 0� � ° 0 p PROPOSED PIPE � 0 0� ��0 OITCH WAL�. — p� 0 � o � �(1� 0 0� � id � 0 0 c a a � '. 1� 6' CRUSHED LIMESTONE BEDDING �� NOTES: � 10 2:27 CONCRETE SHALL BE INSTALLED A MIN. OF 8' BELOW QOTTOM OF EXISTING H.M.A.C. PAVEMENT. Q ALL EXISTING ASPHALT SHALL BE REPLACED TO THE OR�GINAL DEPTH. MINIMUM PAVEMENT REPLACEMENT SHALL BE 2`OF FINE GRADED SURFACE COURSE. 03 BEDOING OF PIPE TO MATCH A�JACENT SECTION OR SPECIFICATION 402. WHICHEVER IS MORE STRINGENT. Q4 ON MAJOR PROJECTS.THE PROJECT ENGINEER OR DESIGNER MUST EVALUATE THE FULL � WID?H OF EXISTING H.M.A.C. PAVEMENT AS TO THICKNESS, CONDITIONS AND ABILITY TO 1MITHSTAND CONSTRUCTION LOADING. !F APPROPORIATE, TNE FULL WIDTH OF SURFACE SHALL BE REMOVED AND REPLACED WITH APPROPRIATE TREATMENT TO EXISTING BASE OR SUBGRADE MATERIAL. FIGURE 4 ASPHALT PAVEMENT REPAIR DETAIL NOT TO SCALE EXISTING GRAVEL BASE EXISTING BASE (IF ANY) � � � D 1' � � � PART F � Certificate of Insurance Contractor Compliance with Worker's Compensation Laws Performance Bond � Payment Bond Maintenance Bond � � ,J � � �J � � J .. ...... .. ::::::::: :::::::::<:>:::>:::::::`::::::::>::>::>::::>::::::>:<:::::>::::::>::::<:::<::::::;::<:;:::::::::>::::::::::::::::::;::::'::::':`::::::::: :..:: :.:..:...:............................................................ � ...... .......................�..........�..............................................................................�....�€�:.........................`............................ .. ... L�l t�J L�J L�I L*�J l�! � C�1 �•l L�J 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 PW77- 0607701040080 S.J. LOUIS CONSTRUCTION. INC. CONTRACTOR By: � Vice President Title AuQust 24, 1999 Date STATE OF TEXAS COUNTY OF TARRANT � � � BEFORE ME, the undersigned authority, on this day personally appeared LeS V. Whitman , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of �:,.7�. T.At11S' COTlst�.tCtion, �ncfor the purpose and consideration � therein expressed and in the capacity therein stated. �iugust GIVEN LJNDER MY HAND AND SEAL OF OFFICE this 24� day of . 19 99 . CI � � � � L�� `��pM1YtPG/i�� P G . tl` • °;: CRABLE ;2 • =*: °' N07ARY PUBLIC �'•�' yr` r� t�,` STATE OF TEXAS %� F oF t�,�o `�nnnn�" MY COMM. EXP. 08-25•O1 � �w� � C�� Notary Public in and for the State of Texas � � �� l�J L� � � l�J �� L�J �� l�J C C ��. PERFORMANCE BOND Bond No. 41BCSAC0404 THE STATE OF TEXAS COUNTY OF TARRANT 0 0 KNOW ALL MEN BY THESE PRESENTS: That we (1) S.J. LOUIS CONSTRUCTION, INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3)Hartford Fire Insurance Companya corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: THREE MILLION EIGHTY THOUSAND FOUR HUNDRED SEVENTY-FIVE AND NO/100 ................ ($3,080.475.001 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 of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 24T�' of August, 1999 a copy of which is hereto attached and made a part hereof, for the construction oi SOUTHSIDE II WATER TRANSMISSION MAIN (SOUTHSIDE II PRESSUR PLANE) CONTRACT FROM WEST SIDE FO INTERSTATE HIGHWAY 35W NEAR BOLT STREET TO LOWDEN STREET designated as Project No. (s) PW77-0607701040080. a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the wark in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. F1 � � � � � � � � � � � � � � PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in �counterparts each one of which shall be deemed an original, this the 24TH of August, 1999. ATTEST: (Principal) Secretary (SEAL) S.J. LOUIS CONSTRUCTION, INC. PRINCIPAL (4) BY: 1ra ,i. - - Title: �/ � PO BOX 202384 A.RLINGTON, TX 76006 IMYI ` VY v�� `l � 4 � �i�s��,��'�.�Gn�� Address l ��( � (p 0 � � ATTEST: �� (SEAL) (Surety) Secretary � �l�'�`- � • � Witness as to Surety . 1000 Shelard Pazkway #250 � (Address) Minneapolis, MN 55426 l�� (Address) Hart�ord Fire Insurance Company sur ty BY: .�� Duane Mischke �Attorney-in-fact) (5) Hartford Plaza Hari-fnrr'� _ rm �l � (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Carrect name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. F2 , L�l � L�l L�J � � � � � � L*4J �� PAYMENT BOND TI-iE STATE OF TEXAS � COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) S.J. LOUIS CONSTRUCTION. INC. a(2) Corporation of Texas, hereinafter call Principal, and (3�-Iartford Fire Insurance Com�aangorporation 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 : THREE MILLION EIGHTY THOUSAND FOUR HUNDRED SEVENTY-FIVE AND NO/100 ................. ($3,080,475.00) 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 to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 24TH day of August A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: SOUTHSIDE II WATER TRANSMISSION MAIN (SOUTHSIDE II PRESSURE PLANEI CONTRACT 2 FROM THE WEST SIDE OF INTERSTATE HIGHWAY 35W NEAR BOLT STREET TO LOWDEN STREET Project No. (s) PW77-0607701040080 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. F10 �J �� L�!J � l�J l�J � � THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are deimed in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. � PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifcations. 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 WIT'NESS WHEREOF, this instrument is executed in :•`� counterparts each one of which shall be deemed an original, this the 24T$ day of Au�ust A.D., 1999. aATTEST: Q l�J � � (Principal) Secretary Gi�. � ��-� Witness as to Principal �D� ��0�3��:n�/�- l� Addr�s " -� !%l� Od,6 aATTEST: � (SEAL) � a a l�.' (Surety) Secretary Wimess as to Surety -�/ J� � /� S.J. LOUIS CONSTRUCTION, INC. PRIN�L (4> BY:��/9�,1 y�� ,,, Title: UP PO BOX 202384 ARLINGTON, TX 76006 (SEAL) (Address) Hartford,�n�urance Company �urety / -�� B�,. ,r,�....� _ . Duane �Schke(Attorney-in-fact) (5) Hartford Plaza (Address) Hartford, CT 06115 (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. 1000 Shelard Parkway #250 a(Address) ��eapolis, MN 55426 � � � � L�J L�J � � � � � � � � � � � � � MAINTENANCE BOND THE STATE OF TEXAS � COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That (1) S.J. LOUIS CONSTRUCTION, INC. as Principal, acting herein by and through (2) corporation its duly authorized and (3) Hartford Fire Insurance CompanYd corporation organized under the laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of THREE MILLION EIGHTY THOUSAND FOUR HUNDRED SEVENTY-FIVE AND NO/100 ................. ($3.080,475.00) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, August 24, 1999, the perfortnance of the following described public work and the construction of the following described public improvements: SOUTHSIDE II WATER TRANSMISSION MAIN (SOUTHSIDE II PRESSURE PLANE) CONTRACT 2 FROM THE WEST SIDE OF INTERSTATE HIGHWAY 35W NEAR BOLT STREET TO LOWDEN STREET of same being referred to herein and in said contract as the Work and being designated as project PW77- 0607701040080 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 One (11 Year after the date of the fmal acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (1) Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, C�� C�1 l� L'I� � � WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. NOW T'HEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be fled upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each one of which shall be deemed an original, dated August 24, 1999. � ATTEST: � � � � � � i � � � � � (Principal) Secretary (Seal) � � ' ��R,� � Witness as to Principal ��. ��-!� ��`� ��n �/ (Address) � �,(�� (pp06 ATTEST: "` �� (Surety) Secretary (SEAL) �� • , Witness as to Surety F6 S.J. LOUIS CONSTRUCTION, INC. PRINCIPAL (4) BY: �,�at� Title: !. /: PO BOX 202384 ARLINGTON, TX 76006 (Address) Hartford F'�-�nsurance Company Sur B O -'-�G�� 1_/ Duane MiscYil��ttorney-in-fact) (5) Hartford, Connecticut (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. a� , LJ � C � � STATE OF MINNESOTA On this 24th day of August, 1999, before me appeared DUANE MISCHKE to me personally known, who, being duly sworn, did say that he/she is the ATTORNEY-IN-FACT of HARTFORD FIRE INSURANCE COMPANY, that the seal affixed to the foregoing instrument is the corporate seal of said corporation; that said instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors, and said DUANE MISCHKE acknowledged said instrument to be the free act and deed of said corporation. OCounty and Date of Expiration of Commission l�J �G�t� � — � �' v/ � . �. . . � � ;��aY'�P`e, DAt� D. ToMztn� =i � �� NOTARY PUBLIC !N AND ��''•�� r: FOR THE ST/�l� Of TEXAS 0 ��f Of'�� Y �. �::P �'�2�20�2 - 41fl1{0 .\��_�'t'\�,1\'\ '�'.�'��.i�.1'`�_.. � l�l G l�l � �� l�'1 .� Notary Public � W. � � DUANE MISCHKE, DAN BORRELL, PATRICIA H. BORCHERS, CHARLES W. FIEBIG and PETER M. BRADT of MINNEAPOLIS, MINNESOTA its true and lawful Attorney(s)-in-Fact, with full power and authority to each of said Attomey(s)-in-Fact, in their separate capacity if more than one is named above, to sign, execute and acknowledge any and ali bonds and undertakings and other writings obiigatory in the i,,,r nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or permitted in � all actions or proceedings or by law allowed, and to bind HARTFORD FIRE INSURANCE COMPANY thereby as tully and to the same extent as if such bonds and undertakings and other writings obiigatory in the nature thereof were signed by an Executive Officer of HARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all that its said Attomey(s)-in-Fact may do in pursuance hereof. SECTION 7. The President or any Vice President or Assistant Vice-President, acting with any Secretary or Assistant Secretary shail have power and authority to sign and execute and attach the seal of the Company to bonds and undertakings, recongnizances, contracts of indemniry and other writings obligatory in the nature thereof, and such instruments so signed and executed, with or without the common seal, shall be valid and binding upon the Company. �w ■i � HARTFORD FIRE INSURANCE COMPANY Know all men by these Presents, That HARTFORD FIRE INSURANCE COMPANY, a corporation duly organized under the laws of the State of Connecticut, and having its principal office in the City of Hartford, County of Hartford, State of Connecticut, does hereby make, constitute and appoint This Power of Attomey is granted under and by authority of the By-Laws of HARTFORD FIRE INSUR.4NCE COMPANY, ("the Company") as amended by the Board of Directors at a meeting duly called and held on July 9, 1997, as follows: ARTICLE IV SECTION 8. The President or any Vice-President or any Assistant Vice President ading with any Secretary or Assistant Secretary, shatl have power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one or more resident Vice Presidents, resident Assistant Secretaries and Attorneys-in-Fad and at any time to remove any such resident Vice-President, resident Assistant Secretary, or Attomey-in-Fad, and revoke the power and authority given to him. Resolved, that the signatures ot such Otficers antl the seal ot the Company may be affixetl to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attomey or certificate beanng such Nacsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed antl certifietl by facsimile signatures and tacsimile seal shall be valitl and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. In Witness Whereof, HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by its Assistant Vice President, and its corporate seal to be hereto affixed, duly attested by its Secretary, this 15th day of September, 1997. Attest: HARTFORD FIRE INSURANCE COMPANY -�,/�.�'�d�.��'.s�,r�ar,st� �` * � Bu^J�'`� � Sg� �. < :!�'�y� �* "'OIIA� ,� Richard A. Hermanson, Secretary STATE OF CONNECTICUT � Ss. COUNTY OF HARTFORD HartFord, Connecticut POWER OF ATTORNEY John F. Burke, Assistant vce President On this 15th day of September, A.D. 1997, before me personally came John F. Burke, to me known, who being by me duly sworn, did r" depose and say: that he resides in the County of Hartford, State of Connedicut; that he is the Assistant �ce-President of HARTFORD FIRE INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he knows the seai of the . said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation a�d that he signed his name thereto by like order. �.. �'"' � + � ' STATE OF CONNECTICl1T ��r � � � � SS. ' �� ' Jean H. Wozroak COUNTY OF HARTFORD NosaxyPnblic CERTIFICATE MyCox�nsssionExpixesJune30,2004 � I, the undersigned, Secretary of HARTFORD FIRE INSURANCE COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore, that Article IV, Sections 7 and 8 of the By-Laws of HARTFORD FIRE INSURANCE COMPANY, set forth in the Power of Attorney, are now in force. r � � � Signed and sealed at the City of Hartford. Dated the 24� day of August �e 99 �F� _ * . �� L � ¢ SEAL " •,"�. �,e Robert L. Post, Secretary Form 5-3507-9 (HF) Printed in U.S.A. L�J � �J u PART G - CONTRACT THE STATE OF TEXAS � COUNTY OF TARRANT � � THIS CONTRACT, made and entered into Au�ust 24, 1999 by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and � S.J. LOUIS CONSTRUCTION. INC. of the City of FORT WORTH County of TARRANT and State of TEXAS, Party of the Second Part, liereinafter termed "CONTRACTOR". � � Ii'I � � I�I u u � I■I � I■I WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Pariy 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: SOUTHSIDE II WATER TRANSMISSION MAIN (SOUTHSIDE II PRESSURE PLANE) CONTRACT 2 FROM THE WEST SIDE OF INTERSTATE HIGHWAY 35W NEAR BOLT STREET TO LOWDEN STREET And all extra work connected therewith, uuder the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools; superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water I�epartment General Contractor pocuments and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. G1 u L�J � I■I � � � The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WIT'NESS WHEREOF, the Parties to these presents have executed this Contract in 6 counterparts in the year and say first above written. Citv of Fort Worth, Texas (Owner) � Party of the First part . � BY: d ASST. City Manager CW �� i] L� � � S.J. LOUIS CONSTRUCTION. INC. PO BOX 202384 ARLINGTON, TX 76006 Contractor By: C�� Title: f/p APPAOVED: �� ^ � A. Dou las Rademaker P.E. Director g � aDepartment of Engineering � CW 0 � ATTEST: . ��'�.t� ,��'ar/t1,�1"''' City Secret (Seal) WITNESSES: � . �GJ� Approved as to Form and Legality: / L� Gary Steinberger, Asst. City Attorney �� / �� Contract Authorization �--��-�9� . Date s � � � � a � aEOTECHNICAL INVESTIGATxON a BOUTHBIDE II TAATER MAIN FORT WORTH, TEXAS � REPORT NO. DE90-OS1A D _ D TO � CARTER ic BORGE83, INC. � DAI,LAB, TERAS � 8Y � TERRA-MAR, INC. DALLAS/FORT WORTH/H008TON � � � � JULY 1990 � � � i � � � . � T�A�MAIi � � `!J I!1 �� Q Carter & Burgess, Inc. 1100 Macon Street Fort Worth, Texas 76102 DATTN: Mr. Fred H. Evans, P.E. Associate Principal � D � � I� �f I`I Gentlemen: GEOTECHNICAL INVESTIGATION 80IITHSIDE I� AATER MAiN FORT WORTH, TEBA3 July 11, 1990 Report No. DE90051A Submitted herewith is our report for the above referenced project. This report presents results of field and laboratory investigations together with recommendations concerning underground utility construction including soil parameters for the proposed bore crossings, lateral pressure envelopes for trench shoring and recommended slope ratios for open cut excavations. This investigation Burgess, Inc. on rains and flooding at many locations, June. was authori2ed by Mr. Fred Evans of Carter & April 10, 1990. However, due to subsequent in late April and May causing inaccessibility field operations were not completed until mid PROJECT DE3CRIPTION � The proposed project includes the installation of an approximate 28,300 linear foot water main extending in a northwest direction from the Rollinq Hills Water Treatment Plant in Fort Worth, � Texas. The water main will consist of 19,000 linear feet of 48 inch diameter pipeline and approximately 9,300 linear feet of 36 inch diameter pipeline. Specifically, the 36 inch line will run within St. Louis Avenue between Capps and Bolt while the � remainder of the alignment will consist of a 48 inch line. The approximate alignment of the project is shown on the attached Plates 1 and 2. This study is specifically concerned with soil, � rock and groundwater conditions related to the installation of undsrground utilities. �� Consulting Engineers • Geotechnlcaf • Environmental • Construction Materlals Testing OALLAS • FORT WORTH • FIOUSTON • AUSTIN � `. 2i71 Lon�pa�dp, Dalla�, T�=as 75220 Phon�t 21�-132-��52 BIELD AND LABORATORY INVEBTIGATION Soil conditions along the alignment were evaluated by 59 sample borings drilled on approximate 500 feet centers as shown on the Plans of Borings, Plates 1 and 2. Borings were drilled to depths ranging from 10 to 35 feet below existing grade. Sample depth, soil description and classification (based on the Unified Soil Classification System) are shown in detail on the Logs of Borings, Plates 3 through 62. A key to the descriptive terms and symbols used on the logs is presented on Plate 63. Soil Formations were generally sampled using the Shelby tube sampler. Soils too hard to push were sampled by means of the split-barrel sampler in conjunction with the Standard Penetration Test (SPT). The rock formation along the proposed alignment was evaluated by means of the Texas Highway Department (THD) Cone Penetrometer tests. Continuous undisturbed core samples of the competent rock formation were obtained at variou�s locations utilizing an NX-size core barrel. Measurements to determine the presence and levels of groundwater were generally made in the borings during and at the completion of the drilling operations and at least 24 hours later. These observations are indicated on the boring logs. After final groundwater level readings, all boreholes were backfilled. Boreholes in paved areas were plugged with blacktop mix in asphalt areas and sand cement grout in concrete areas. The laboratory testing program was directed primarily toward evaluation of the physical and engineering characteristics of the subgrade soils. These tests consisted of liquid and plastic limits, natural moisture content, sieve analysis and dry unit weight. The results of these tests are tabulated at the appropriate sample depth on the boring logs. - Shear strengths of the clay soils and weathered shale were evaluated in the field by hand penetrometer tests and confirmed by laboratory unconfined compression tests. These test results are tabulated at the appropriate sample depth on the borinq logs. Natural moisture content and dry unit weight, determined as part of the unconfined compression tests, are also shown on the boring logs. Strength of the underlying rock formation was evaluated by unconfined compression tests and by means of THD Cone Penetrometer tests utilizing published correlations. C;ENERAL SIIBSIIRFACE CONDZTIONS Subsurface Conditions The soil data show that surficial soils are generally composed of moderately to highly plastic clay soils. These soils are stiff (\Report\DE90051A) �A.M� '- 2 � � �� 'r�� !J � •l � � J � � � 11 '�, �J J �! � to hard in consistency and are compact. A layer of inedium dense clayey sand and gravel was encountered at depths ranging between four to ten feet below existing grade at scattered locations along the Contract Two alignment and along the north third of the Contract One alignment. Fill soils consisting of varying amounts of,clay, sand, gravel and broken rock were encountered at various borehole locations along the alignment. The fill depths generally ranged from one•to three feet below existing grade. However, deeper fill soils, ranging from five feet to over ten feet, were encountered within road embankments along Berry, I-35W, 2-20 and the Fort Worth State School parking lot. Deeper fill soils were also encountered near the creek between I-35W and Malta and in the area between Oak Grove Road and the State School. The actual soil conditions encountered at each boring location are shown on the boring logs. The surficial soils are underlain by a geologic formation consisting of interbedded layers of weathered� shale and limestone. The unweathered shale nd limestone formation was encountered in several sample boring� at depths ranging from nine to twenty feet below existing grade. The geologic conditions encountered at each boring location are identified on the boring logs. It should be recognized t at trench excavations must penetrate hard to very hard limesto�e layers along most of the alignment. � Groundwater Groundwater was encountered in vario'us sample borings during the field investigation. Groundwater levels along the Contract One alignment ranged from about one to tien feet below existing grade in approximately one-third of the borings drilled alonq this section of the alignment. Groundwat�er levels along the Contract Two alignment ranged from about one� to six feet below existing grade in approximately one-half ' of the borings. These observations are noted on the boring logs. It should be noted that groundwater levels, as determ�ined by this study, reflect p,resent conditions which may fluctuate with seasonal variations in rainfall and surficial runoff. �The high groundwater levels encountered during our recent investigation were probably the result of the heavy rains that occuzred in April and May. ANALYSES AND RECO�MENDATIONS I Trench Excavations Trench excavations will generally belperformed to depths of 10 to 30 feet durinq construction of �,�nderground utilities. For excavations less than five feet in d'epth, and in stable material, wa11s may be cut near vertical, in accordance with OSHA Specifications. For excavations in Iexcess of this depth, it wiil be necessary to employ either slbped sidewalls or temporary bracing. General quidelines for! the design of these two alternatives are discussed in the following paragraphs. It (\Report\DE90051A) �A,� __ _ 3 I � � � � � should be noted that very shallow groundwater levels, ranging from one to three feet below existing grade, were encountered in several areas along the proposed alignment. Trench excavations in excess of two to three feet may require cut-back slopes if significant groundwater seepage or sluffing is observed during trench excavations. O�en Cuts Recommended slope ratios for the respective soil conditions are presented graphically on Plate 66. Due to the presence of submerged soils within sections of the alignment, trench excavations encountering submerged soils should be cut back in accordance with OSHA regulations as indicated on Plate 66. It should be noted that free standing slopes will be less stable when influenced by groundwater or saturated by rain. Surcharge loads, such as those resulting from excavation spoil or equipment, should be placed no closer than two fest from the crest of the slope, in accordance with OSHA regulations. Vehicle traffic should be maintained at least five feet from the edge of the crest. Though not noted in our field investigation, excavations may encounter non-compact clayey or sandy fill soils placed during previous construction of underground utilities or organic fill placed during past earthwork. These soils should be sheeted, shored and braced or laid back on slopes no steeper than 1-1/2 (H) to 1 (V) . Brac incr Where site limitations require excavations in the clays, shales and weathered limestone to have vertical =�:de walls, an internal bracing system will be necessary. Bracing may consist of timber or steel shoring or manufactured steel trench braces. The lateral pressure distribution to be used in the design of trench bracing may be determined as presented on Plates 67 and 68 depending on the soil conditions. It should be noted that pressures are not included from surcharge loads at trench side walls or traffic live loads which, if present, must be included in bracing design. In lieu of a shoring system, a trench shield consisting of a prefabricated rigid steel unit, adequate to withstand anticipated lateral pressures, may be used. Dewaterincr I� �.� I� �� L� ■ � � � � � � L1 � � A system of ditches, sumps or pumping should be used to provide groundwater control. As indicated on the boring logs, shallow a groundwater levels were encountered during our recent investigation. Where clay, shale or limestone is encountered beneath water � bearing sand and/or gravel, a three foot horizontal bench cut should be made at the interface (below the water bearing granular (\Report�DE90051A) � 4 a �RA-MAR � �Ll 11 � � il � � 1J J � � II �� I� soils) to allow for slope, if required for where sloped open cuts Backfill sandbagging the toe of the granular soil stability. This would apply only to areas are made. The excavated soils can be used for trench backfill. Use of rock fragments greater than six inches in any dimension should be prohibited since attaining a uniform moisture and density without voids would be difficult. Fill should be placed in maximum eight inch lifts and compacted to between 95 percent and 100 percent Standard Proctor density (ATSM D-698) at a moisture content of optimum to four percentage points above the optimum proctor value. Bore Crossina Bore crossings are planned at the following locations along the proposed alignment: 1. 2. 3. 4. 5. Under the M.K.T. railroad tracks at Lowder, Under Berry Street at St. Louis Avenue. Under the existing railroad tracks west of the Fort Worth State School, Under Campus Drive south of Tappan Boulevard, and Under I-20 at the Rolling Hills Water Treatment Plant At these locations, very stiff clay soils are present to depths ranging between two to seven feet below existing grade. Fill consisting of clay and broken limestone was encountered to a depth of five feet at Boring B-7 directly south of Berry Street. The deeper weathered shale stratum is moderately firm to firm and contains hard limestone layers. At borings B-41 and B-42, firm to very firm dark gray calcareous shale with very hard limestone layers was encountered at depths ranging between 14 to 20 feet below existing grade. Due to the expansive nature of the deeper weathered clay shales, tunnel linings in this area should be designed using an at-rest earth pressure coefficient (ko) of 1.5 and a moist unit weight of 140 pcf. This pressure should be assumed to act on the top, bottom and sides of the tunnel liner. These pressures would develop over a period of years due to long term swelling of the surrounding clay soi2s. Initially, the pressure would be limited to the overburden soil pressure above the tunnel roof (ko = 1.0). Due to the water the design of the inside the pipe circumference. pressure within the proposed transmission line, pipe will probably be governed by the pressure rather than the soil pressure around its � Construction Considerations. The tunnelling contractor should be advised that hard to very hard limestone layers will be encountered within the shale stratum, as indicated on the boring � (\Report\DE90051A) �A.�� 5 logs. In addition, �ground water will be encountered in the form of seepage through the fractured shale and limestone layers. A - summary of the anticipated soil •conditions at each bore crossing is shown on Plate 69. Detailed information is contained on the respective boring logs. LIMZTATZONS The recommendations presented in�this report are based on a discrete number of soil test borings. Although our field personnel visually survey the site for surface features indicative of variable soil conditions (fill, borrow, or drainage areas, faulting, etc.), subsurface conditions may be encountered that differ from these data. In this case, TERRA-MAR should be notified immediately so that the effects of these conditions on design and construction can be addressed. This study was conducted or the exclusive use of Carter & Burgess, Inc. and the City of Fort Worth. The reproduction of this report or any part thereof, in plans or other documents supplied to persons other than the owner, should bear language indicating that the information contained therein is for general design purposes only and not for bidding purposes, unless so indicated, and that the owner and TERR.A-MAR, INC., are not liable for any representation made therein. All contractors referring to this geotechnical report should draw his or her own conclusions for bidding purposes. we appreciate the opportunity to assist on that our recammendations will lead to cos construction. Please call us if we can be Sincerely, TERRA-MAR, INC. �l:,�/ v�-�D l�G �i?�1� Robert E. Doss, P.E. Project Engineer RED:MJF:cc Copies to: (4) : ��\�1 � �T.• No�.rF{�j' / *�r•• • ~t *��Je �*! � •'�I /......«� ................«.i...✓/ j ROBERT E. DO�S 0 � 9:...,.p ..............o �� :� N � 4� 67�89 � = � Ir �iN i�Q a4.� � 4 .�s • tt�� S�ONA1. E��,�r ��\�t�� (\Report\DE90051A) this proj ect and trust t effective design and of further assistance. �rn��_� Mark. J. Farrow, P.E. Senior Geotechnical Engineer Carter & Burgess, Inc. Mr. Fred H. Evans P.E. '�RA-MAR � 6 � L■ � ZLLUSTR1�iTIONB Plan of Borings Logs of Borings Key to Log Terms and Symbols Grain Size Distribution Test Reports Recommended Slope Ratios Lateral Earth Pressures Summary of Soil Conditions at Bore Crossings � 7�lRA-MAR _ - Plates 1-2 3-62 63 64-65 66 67-68 69 0 C�J • �'J � �7 �'1 C�J C�J � C3 C� � � �'J �] �3 �3 � �3 Q a� 0 H � H � a a a H r � y V [� C] O � �l C� �l C� C� C=7 [� C�J q [_=_i C� p � 0 � �v � x � 0 � � � o � � r N 'U � � O M v � � O "� N m x � � � bo 0 K ID ►7 O N fD � n a �r �- 0 � N ��lll�_�'.lPJI_tl:�_11U.-'-�lll�..f�JllLl'��J�:��i�i`�_`�._"_J�'.1��l.-�.° ��=;1_�;,_.__..�.__�`_--�---J�l _.y t-a" . � ��h--=� ---[�=s-' �7 � ° o�� 4,° �yi� ��.1�iD��oo � �i�._ . -::�. :::. ;: .,p o; �.� :. 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I ,I --- �-�� -- ._ __._: _-___ . �__-.. . .___ .__. _ _ ._. __ _ ... _ .. . __._.:._:_:_:__._-._..�_ ..... . _. . . . . � , � �- �� -U J m ��) � �( I � -- • • ••. •• -- - --..._..-- •---I r � - - ' - �= ___: - •-- -- - ._ . . _�.. _ -- _ __. . .- • — • - -- .— - . . . . . .. - -.�- .. � _ . -. -- - � - - •--� ---- ... 1 - ]!.N ' _.. ._ ' ' • _ . _' . . . _ : . �-'_ '.- . . _ .. . ' s-_ I � � � J � t �ly�d � ��,�a . 5'�N1�� -.= �'" ` - . \ F �. � � � ti•-°�' � � � � � � � ��vta �u 5��tt � a9�'�M �ttj� ._ �� ' r �� V% � �� ' p p6�Q .to�'"°e # svo��dl ygg3 0 � �ppi O��Z , . \ 0 LOG OF BORING 80AING 8-i 8oring:6-1 Oate: 4-23-90 Pro�ect No: DE90-051 Project: Southside II Water Main - Ft. Wvrth, TX. Elev: 677.5 Location: Contract II Station 110+00 Depth to water at completion of boring: Ory Oeptn to water when checked: � 24 hours was: Dry Oeptn to caving when checked: @ 24 nours was: 10.0' ELEV SOIL SYM90LS MC �LL �Pl PI I-200 0.0. HANO UNCON. J � SAMPLER SYM80LS DESCRIPTION ; X X Y pCf PEN. tsi STR. tsf OEPTH APO FIELO TE3T OATA 680 — --� 3/s `?•..ASPhalt,..6°�•Ba�se....... . ' Very ��st i�f f� ol i�ve brown � CL,aY� 2�9 . ��6 w/ calcareous nodules (CH) s.� 675 — . ..................... _ Z Fi�rm��tan we�ath�ered - �" calcareous SNALE w/ - c 5o/o.e 1 imestone seams & --s S 50�0•g moderately hard to hard _- Z, limestone layers, fractured r-- s�o - = _ �. _ S - '"� (CU . �- 50/2.3 I _ IQ +� 50/0 . B Completion Oepth: 10.0' �' PLATE N0: 3 Teoo�_►enD Tt�lf ; � �o� oF BORZN� � 80AING 8-2 a Bor ing: B-2 Oate: 4-23-90 Pro j ec t No: OE90�051 Project: Southside II Water Main - Ft. worth. TX. � Elev: 680.4 Location: Contract II Station 105+45 Depth to water at completion of boring: Dry �- Oepth to water when checked: � 24 hours was: Dry � a Depth to caving when checked: @ 24 hours was: 10.0' ELEV � SOIL SYMBOLS MC LL PL PI -200 0.0. HANO UNCDN. SAMPLER SYMBOLS OESCRIPTION ; Y S Y pGf PEN. t3f STR. tsf a � OEPTH APO fIELD TEST OATA r 695 -- - fl = ................ . 0 r�eo - `,.� -0 4"��AspFialt. ��3`'��Ba�se � _' g�s very��sti�ff ��to��sti�ff �darlc�� . gray ish bro'wn to dark brown 31 �2 2o e2 2 3 � - CLAY w/ calcareous nodules ' i.� _' i.� � -5 675 - _' (CH) . ..... .. a . Moder^ately��f�'ir�m��y�ellowish�� ioo s s o 9e - brown & gray severely �_10 weathered calcareous SHALE 4.5+ a w/ firm weathered calcareous shale layers, fractured Completion Depth: 10.0' . a a a ��.Y �fl 0 � a ' PLATE N0: 4 TERRA-MAR, INC. � D D � D � � D � D D � a � D a D D a � LOG OF BORING BORING 8-3 Boring:8-3 Date: 4-23-90 Project No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 684.1 Location: Contract II Station 100+50 Depth to water at completion of boring: 1.5' Depth to water when checked: @ 24 hours was: 1.1' Depth to caving when checked: N.A. was: �ELEV SAMPLER SY BOLS DESCRIPTION MC �� PL PI -200 D.D. HANO UI�ON. OEPTH ' APO FIELD TEST DATA X X i Y ptf PEN. Gsf STR. tsf 685 — • .. `' 3`��Asplialt, ��4`'��Ba�se�� L .............. ... ..... .................... Ver stiff brown gravel�ly f l CLAY (FILL) (CL) � 2 �, �j6 Moderately��f�ir�m��y�e�llowish � brown � gray severely 6eof weathered calcareous SHALE r5 50%0.5 w/ hard limestone layers. fractured f -free water @ 1.5' °�3 � 4.5t � ' 4.3 675 J — !0 1VELSf' ChGCkGd • 24 hOUf`9 Completion Depth: 10.0' T�ClRA—MAR TNf: P�ATE N0: 5 LOG �F BORING BORING 8-4 Bvring:6-4 Date: 4-23-90 , Project No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 685.2 Location: Contract II Station 96+40 Depth to water at completion of boring: N.A. � Depth to water when cheCked: � 24 hours was: 3.1'* Oepth to caving when checked: @ 24 hours was: N.A. � Q � I� �ELEY SOIL SYMBOI.S MC LL PL PI -200 0.0. HANO UNCW .� SAMPLEA SYMBOIS DESCRIPTION DEPTH APD FIELO TEST DATA x Y S X ptt PEN. t3f STR. tst 690 - ses--0 �i"��Asphalt. ��7`'��6a�se�� , Very��sti�ff��dar�k��b�rown��CI..AY�� . w/ calcareous nodules (CL) - ...... .... _ „ Moderate ly � �f irm ye l lowisti � � � � � " brown & gray severely -' weathered calcareous SHALE 680- -g w/ hard limestane layers, � fractured 50/4.5 . s�gs ! 21 40 37 23 SOB 6751' SO t � ........... _ F i�rm � �brown � �wea�the�red� � '— calcareous SHALE, fractured ' S �.� 670 — —13 �, _ ^ weter Checked t 24 naurs Completion Oepth: 56.0' � Possible rainwater infiltration TERAA-MAR, INC. 3.3 2.5 2.1 4.5+ 3.5 4.5+ ,� �I � 5.68 �i � � � a PLATE- tJO: 6 �� L�G OF BORING BaRING 8-5 8oring:B-5 Oate: 4-23-90 Pro�ect No: DE90-051 Project: Southside II water Main - Ft. worth, TX. Elev: 686.4 Location: Contract II Station 91+00 Oepth to water at completion of boring: N.A. Depth to water when checked: � 24 hours was: 3.9'* Depth to caving when checked: @ 24 hours was: N.A. !ELEV SOIL SYMBOLS MC LL PL PI —200 D.D. HAND UNC�. SAMPLER SYMBOIS ❑ESCRIPTION � OEPTH APD FIELD TEST OATA ; % Y X ptf PQi. tsf STii. ist 690 � — 0 _ ..N....... �� ................. .... � - i Asplialt, �6 8ase _ � ............... . .. ........ a.5+ 6gs_ Hard dark��g�ray��CL�AY w/� . broken 1 imestone (FILL) (CH) 50%5.0 _ , ... _ Sti�ff��yel�lowisli��b�rown��& � - = gray CLAY w/ calcareous p 39 15 2� �.e " _5 nodu les 1.1 5eo- -6' hard rock layer @ 7' _ (CL) _ Nioderately��fir�m� yellowish � - brown severely weathered 4.5` _' calcareous SHALE w/ hard -�o limestone layers, fractured Mater Checketl Q 2� h0ur6 Completion Depth: 10.0' � Possible rainwater infiltration. P�ATE NC: 7 TCP11'1 A_\I A � T Alf �� LOG �F BORING 80AING 8-6 p 8oring:6-6 Date: 4-23-90 Project No: DE9b-051 Project: Southside II Water �lain - Ft. Worth, TX. � Elev: 680.9 Location: Contract II Station 86+00 Depth to water at completion of boring: Dry Oeptn to water when checked� @ 24 hours was: Dry a Oeptn to caving when checked: @ 24 hours was: 10.d' EIEV SOIL SYMBOIS MC LL P� PI -200 0.0. HANO Ut�7N. � � SAMPLER SYN80lS OESCRIPTION � DEPTH APD FIELD TE9T DATA S Y S Y pcf PEN. tsf STR. tsf 685 — _ � . +.� 0 ��.� ...................��....................... � i Asphalt, 6 Base 6eo-� Sti�ff��dark��bro�wn��CLAY��(CH) � 2'� � Very � �st i�f f � �ye l�lowish� �tirown� � � 2•� -- & gray CLAY w/ calcareous a nodu les 2.z -'5 (CU a 675 � �• Very � �st i�f f � �ye l�lowish� �brown� � � 2•0 - 6 gray shaley CLAY w/ 3.3 _ calcareous nodules a 28 65 20 45 2.5 ' (CH) -- io ' '' a 0 Q a �fl d ,0 Completion Oepth: 10.0' a � PLATE NC: 8 TERRA-MAR, INC. „ � D D D- D D D D � � � D � � � � � � � � SUMMARY OF SOIL CONDITIONS AT BORE CROSSINGS Boring Elevation at Anticipated Soil Conditions : Station No. Invert (ft.) Within Bore Zone * � � Contract II B-4 673± Moderately firm severely ; Sta. 96+90 weathered calcareous shale w/ I hard limestone layers, fractured � Contract II � Sta. 84+00 � � � Contract I ' Sta. 96+20 Contract I Sta. 45+00 i I � Contract I � Sta. 7+60 t B-6 B-7 B-41 B-51 B-58 B-59 670+ to Moderately firm severely 660± weathered calcareous shale w/ hard limestone layers, fractured 630+ Very firm dark gray calcareous shale w/ very hard light gray limestone layers 654± Above E1 656 Hard tan weathered limestone w/ weathered calcareous shale layers, fractured Below E1 656 Very firm gray calcareous shale w/ very hard limestone layers 658+ Hard tan weathered limestone w/ weathered calcareous shale layers, fractured (N�te: very stiff clay soils w/ calcareous nodules encountered above El 659 at Boring B-58) i � * Based on soil borings near each i bore crossing and elevations obtained from Carter & Burgess, Inc. ;DE90-051 � �� I ,� � Gonwiting Er�ineen • Geotech�ks! � Enwro�ntsl . to�structlon Materlals Testl _ � - � OiALLAi � �ORT �i/ORTM � MOIJfT1DN • ANSTIM Carter & Burgess, 1100 Macon Street Fort Worth, Texas Inc. ?6102 ATTN: Mr. D.�J. Brouwer, P.E. RE: �llowable Soil Bearinq Pressures For Thrust Block Design Southside II Water Main Ft. Worth, Texas Gentlemen: September 4, 1990 � Report No. DE90051B a At the request of Mr. D. J. Brouwer of Carter & Burqess (CBI), Terra-Mar (TMI) is pleased to submit the following allowable soil bearinq pressures that should be used in the desiqn of thrust blocks for the above referenced project. These allowabie pressures were determined utilizing information contained in TMI report No. DE90-051A from borings drilled nearest to thP locations of the proposed thrust blocks. The station of eaci. thrust block along with the depth to flow line were provided by CBI. It is planned to construct thrust blocks at numerous Iocations along the proposed water main. It is understood that vertical bends are to range between 5 to 50 degrees and the horizontal bends will range between 30 to 90 degrees. The thrust blocks will bear against undisturbed natural soil or rock. Utilizing the information provided by CBI, the recommended allowable soil bearinq pressures are as follows. . Contract Depth to Station Flow Line 4+97 5+26 9+70 43+55 43+88 (V) 43+88 (H) 45+58 - 87+52 90+05 91+10 91+48 10.9 17.4 8.4 9.0 15.8 15.8 15.5 8.9 I4.1 16.7 9.3 one fft.1 5,000 6,000 4,000 4,000 6,000 6,000 6,000 4,000 4,000 4,000 4,000 � � RECEIVEQ �IRT�R b BURGESS. IFt _ � sEP s �ssc� �a6 No $g o 33� � � F a s��aw..�,. q.�w. �a,. rat� M.w.�s,f-sss�a�ss � LJ L�J � t+'J � � L�'J CJ Allowable Soil Bearinc Pressure fpsfl Q � D �� D D � � � � � D D U D � � D� � D � � D �►-,� Contract one Depth to 5$ation Flow Lin ( .) 94+56 (V) 94+56 (H) 95+51 (V) 95+51 (H) 97+03 113+00 113+20 114+10 114+65 215+31 130+62 170+05 170+30 173+02 174+75 175+70 175+91 - •: 11.5 11.5 24.1 24.1 � 14.1 9.5 13.8 16.0 18.0 8.0 1�.0 9 I. 3 1I4.0 9.0 1 .7 l .5 1�2.5 � I Contract Two Depth �to �low I�ine f ft. ) Allowable Soil Bearina Pressu�e (nsf,1 5,000 5, �000 7,000 7,400 5,000 4,000 4,000 4,000 4,000 4,000 5,000 4,000 6,000 4,000 5,000 5,000 4,000 Allowable Soil Bearina Pressu�e f�s�, 1+23 1j2.7 4, 000 1+31 10.0 4,000 18+10 3�2.6 5,000 20+40 11.5 5,000 . 29+90 8� . 4 4, 000 31+24 I�0.6 4,000 41+90 14.6 5,000 42+20 ]�4.8 5,000 42+49 �.3 4,000 56+07 .8 5,000 57+38 .7 5,000 77+25 5.6 5,000 77+68 $.0 4,000 85+00 �4.5 5,000 85+30 .7 4,000 96+29 .4 4,000 96+48 (V) 2.1 • 4,000 96+48 (H) 2.1 4,000 98+17 �4.2 4,000 � 110+80 '�.0 4,000 � Note: Allowable lateral bearing pressures assume concrete thrust block in �rect contact with undisturbed clay soils or rock. Lateral resistance should not be counted on within the upper tour (4) leet since this upper soil zone will be subject to seasonal shrinkage and swellinq. (�Report\DE90051B) 2 �A�� The vertical component of thrust must be o! the concrete and soil above the pipe. hiqh �round water levels in this area, th ot soil and concrete should be used respectively). , � resisted by the �eiqht a Due to the presence a e submerqed unit weiqht• (62 pci and 88 pcf a It should be specified that the trench be shored within 15 feet of the thrust block so that a vertical trench cut of minimum width can be made. The backfilled portion of the trench should not be counted on for lateral (passive) resistance. It should also be specified that the design enqineer be contacted prior to concrete placement within the thrust block to verify compliance 0 with the specifications and to verify that the proper lateral penetration into the undisturbed clay soils or rock has been achieved (as assumed for design)�. � We appreciate the opportunity to be of service on this project. If you have any questions concerning this report, please do not a hesitate to call. � Sincerely, TERRA-MAR, INC. ,�,��',� Robert E. Doss, P.E. Project Engineer �'n.� �. ..�.�.-..-.�.,- Mark. J. Farrow, P.E. Senior Geotechnical Enqineer RED:MJF:dew i�i �I � u .Ll � � � � L�'J (\Report\DE900518) 3 n '�J � � D a LOG OF BORING BORING B-7 Boring: B-7 Oate: 5-4-90 Project No: OE90-051 Project: Southside II water Main - Ft. Worth, TX. Elev: 669.0 Location: Contract II Station 81+70 Depth to water at completion of boring: 4.7', Caved @ 9.7' Oepth to water wnen checked: @ 3 days was: 5.0' Depth to caving when c.hecked: @ 3 days was: 7.0' . . . . � �ELEV SOIL SYMBOLS MC LL PL PI -200 0.0. HAND UNCON. SAMPLER SYMBOLS DE5CRIPTION x s z s cc� PEN. tsf STF. tsf DEPTH APD FIELD TEST DATA 670 — ........ ................. ...... 3.5 — 2"��A,sphalt,��4 Base L...........:................ ......... — Very stiff brown �LAY wl�� _ rock fragments (FILL) (CL) - Brolce�n��tari��wea�ttie�reci�� LIMESTONE w/ clay binder 665 — (F I LL) — 3 � . . ........ 2.3 - Verji � �st i�f f � �tan� CLAY � w/ � — calcareous nodules (CL) ................. ., Nloder�ately � �f ir�m� �brown severely weathered — calcareous SHALE w/ hard � ioi 3.4 2.ia eeo— limestone layers, fractured — io �. d .5+ _ . . . . . .... .... . 655— � 50/3.6 Fi�rm��brownish gray T 50/5.0 weathered calcareous SHALE, ---is fractured Natsr Check�d 0 3 days Completion Depth: 15.0' ��PLATE N0: 9 LOG OF BORING BOFIING 8-8 Boring:6-8 Date: 5-4-90 Project No: OE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 654.8 Location: Contract II Station 76+10 Depth to water at completion of boring: Ory Depth to water when checked: @ 3 days was: Ory � Depth to caving when cnecked: @ 3 days was: i6.5' � � � ELEV SOIL SYMBOLS MC LL Pl PI -200 O.D. HANO UNCON. � SAMPLEA SYMBOLS OESCRIPTION DEPTH APO FIElO TEST OATA � Y x Y ptf PEN. tsf STR tsf � 655 — _ � w. � 2 �,4satialt, �8`'��Ba�se�� Ve�rji��stiff ��dar�k��g�ray��CLAY �� 2•9 - w/ calcareous nodules (CH) 2.8 ` _ ............................................. Very stiff yellowish brown . - shaley CLAY w/ calcareous 19 !>> 2.z 1.as eso- _s nodu les _ � �, (CH) _ ................................... .......... _ Moderately firm brown s45-_la severely weathered calcareous SHA�E w/ hard � limestone layers, fractured 640 — _ 15 _-_. ............ .. ...... - S eo/o.� �irm dark��b�rownis�h��gray�� -'�" 50/0.1 weathered calca�eous SHALE. fractured � -very firm gray calcareous shale layer @ 16.5' 3.0 3.2 4.5+ L'J .� a a Completion Oepth: 16.5' TERRA-MAR, INC. 0 � PLATE NQ: 10 � � � � � O � N �M U � � � �I � �.i � '�.1 �M � LOG �F BORING BORING 8-9 8vring:8-9 Oate: 4-23-90 iProject No: OE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 657.5 Location: Contract II Station 73+35 Depth to water at completion of boring: N.A. Depth �o water when cheCked: & 24 nours was: 2.7' Depth to Caving when Checked: N.A. was: ELEV � S MP�ER SYM�BOLS OESCRIPT ION MC l.L Pl PI -200 D.O. HAND UNCdN. , t OEPiH AM FIELD TEST OATA Z Y S Y ptt PEN. tst STR. L3f r 660 -- � -o _ 3,,..Aspria��t,-..��..Ba.s'e .............. ...... ............... - 3.6 � �iery st i�f f� brawn CL.AY �Cti)� � 655- i V2rjj��sti�ff��to��sti�ff�� z.a - ' yellowish brawn CLAY w/ � "_ calcareous nodules - 1 5 _-5 -free water @ 6' � (CL) ••' .. Medium��dens�e��y�ell�owi`sh�� se 34 s.� - brown clayey gravelly f�ne ... . sso - ... .. �� ' to coarse SANQ (SC) _ ... t .......... ........ 2.2 ' Very sti�ff ��yel�lowish��brown _� shaley CLAY w/ calcareous - io nodu les (CH) wnter Cnecked E 24 noura I Completion L]epth: 20.0' ��. •..� T�If'� PLATE NQ: 11 � LJ LOG OF B�RING BORING B-10 a Bor ing: B-10 Oate: 4-23-90 Pro j ec t No: DE90-051 Project: Southside II �later Main - Ft. Worth, TX. � Elev: 674.8 Location: Contract YI Station 68+30 Depth to water at completion of boring: Ory � Oepth to water when checked: @ 24 nours was: Ory Q Depth to caving when checked: @ 24 hours was: 9.5' aELEV � S MPLER SYMBOLS DESCRIPTION � LL PL PI �-200 0.0. HANU UNCON. DEPTH APO FIEI.D TEST DATA � Y S Y pC� PEN. tsf STR. tsf � 675 —^— 0 _-. � ............................................ � i Asphalt. 6 Base � _ Z ............ .... 3.2 � Very st i�f f � �bro�wn � �CLAY� �w� . - _ rock fragrnents (FILL) (CH) - _ .......... . ... 50/� I-lard � �tan � we�ath�ere�d �j - LIMESTONE w/ weathered ' � s�a- _5 3 is calcareous shale layers, 2� ' _ � 2i�6 fracturecl -- � �. �o/o . s � 50/4.5 � � � � � . � Completion Depth: 9.5' a PLATE N�: 12 TERRA-MAR, INC. a LOG OF B�RING BORING B-11 Boring:8-ii Oate: 4-25-90 Pro7ect No: DE90-051 Project: Southside II Water Main - Ft. wvrth, TX. Elev: 673.9 Location: Contract II Station 63+20 Depth to water at completion of boring: Dry Depth to water when checked: @ 24 hours was� Dry Depth to caving when checked: @ 24 hours was: 10.0' �ELEv I SAMPI ER SY BOLS OESCRIPTION "c �� P� PI I-200 0.0 HANO UNC?i. � DEPTH A� FIELD TEST DATA S Y S Y pCf PEN. tSf STR :St 675 -� '-0 --x .......... ........��.......... . .. ... . 3 Asphalt, 6 Base ` ... . . ' Ve�ry � �st i�f f � �brvwn � �CL,4Y � � �CH)� � .. ..... . verji � �st i�f f � �to � }ier�d �t�an • - caicareous CLAY (CL) s�o, 5ois.s �Ha�rd � tan we�eth�ere�d� � � _5 5o/o.e LIMESToNE w/ weathered � calcareous shale layers, fractured 665 - - 50/0.5 L 1Q 50/0.3 0 Completion Depth: 10.0' PLATE NQ: 13 TFAA�-MAR INC. � � � � Depth to water when checked: @ 3 days was: 5.7' *- o Oeptn to caving when checked: @ 3 days was: 11.5' �ELEV S M�PLER SYMBOLS OESCRIPTION Mc �� P� PI -200 0.o I HANO UNC�N. � OEPTH ' Ar0 FIELD TEST DATA x X x Y Dcf PEN. tsf STR. tsf LQG OF B�RING BORING 8-12 Bvring:B-12 Date: 5-4-90 Pr�7ect No: OE90-051 Project: Southside II water Main - Ft. Wc�th, TX. Elev: 673.5 Location: Contract II �tation 57+g5 Deptn to water at completion of boring: 1�.8' �' 675 — .. -0 2"� lisphalt,��5"� Base '� ' Very �st i�f f��bro�wri ��CLAY (�,y) 2e 59 z2 s� _ ........ .. . . _ I-IarO � �ten � we�ath�ered 6�0- LIMESTONE w/ weathered ' calcareous shale layers, -s fractured - � 665 — — SO 660 — , ... -15 QIr= Ve�ry � f �irm �d�ark� �brown�ish � gray calcareous SHAI.E, fractured Met�r Ch�ck�d 0 3 deys Completion Oepth: 15.5' � Possible rainwater infiltration TERRA-MAR. INC. � 2.2 � � � � a PLATE N0: 14 � � D a D D D � D D D D D 0 � � � � �� LOG �F BORING BOAING B-13 Bvr ing: B-13 Oate: 4-25-90 Pr�o j ec t No: OE90-051 Project: Southside II Water Main - Ft. worth, TX. Elev: 677.2 Location: Contract II Station 52+40 Oepth to water at completion of boring: Dry Depth to water when Checked: @ 24 nours was: Ory Oepth to caving when checked: @ 24 hours was: 10�.0' �ELEV I S MPLER SYBM60lS OESCRIPTION �Mc �� PL PI —200 0.0 HAN6 UNC7� DEPTH� AW FIELO TEST DATA , x X Z Y pCf PEN. tsf STR. :Sf � eeo -- --o ' 3"";4sprialt; '6�� Baee .............. � ... -' Stiff �yello�w�'is�h��brown��CLAY w/ calcareous nodules 17 675 — � i !.9 r5 �CL� 19 a9 75 34 SSS 1.4 i.d: 1,7 � Very� stiff ��yel�low�ish��brown �� 6 gray shaley CLAY w/ 2'3 670 — � � calcareous nodules 20 _ - (CH) 2 5 _�a Completion ❑epth: 10.0' ` PLATE NQ: 15 ' ' � LOG OF BORING BORING 8-14 a 8oring:B-14 Oate: 4-25-90 Pro7ect No: QE90-051 Project: Southside II Water Main - Ft. Worth, TX. � Elev: 671.9 Location: Cvntract II Station 48+00 Oepth to water at completion of boring: Dry �• Oepth to water when checked: � 24 hours was: Dry a Depth to caving when checked: @ 24 nours was: 10.0' ELEY SOIL SYMBOLS MC LL PL PI -200 0.0. H�Np UNCON. � SAMPLER SYMBOIS OESCRIPTION ; Y S Y pct PEH. Csf STFi. tsf � � DEPTH APO FIElO TE3T DATA 675 � _ .I �� 3"��Asphalt, � 5"��8a�se �� . .. � Herd � �tan � we�atfi�ere�d � � � � � � ' � 3 6�0-_ LIMESTONE w/ numerous clay layers 6 weatnerect calcareous shale layers, � -- fractured 2� �-- 5 665 � ,] ` :.5+ +� — SO � � 1 1 .� � � • Completion Depth: 10.0' Q PLATE N0: 16 TERRA-MAR. INC. � �l D - D D � �1 IJ J � � wJ � �i � -1 � J � LOG OF BORING BORING B-15 Bvring:8-15 Oate: 4-27-90 Pro7ect No: OE90-051 Project: Southside II water Main - Ft. Worth, TX. Elev: 654.0 Location: Contract II Station 42+90 Depth to water at completion of boring: N.A. Depth to water when cnecked: @ 4 days was: 2.5'* Oepth to caving when checked: @ 4 days was: 3.5' _ . . � �ELEV gAMPLER SYMBOLS OESCRIPTION IMC LL PL PI -200 0.0 H1.N0 UNCON. DEPTH I APO FIELD TEST DATA • = Y S X pC� PEN, ts1 STR. tsf 655 — _ .... ° 3"��a,s�phalt, ��5"��Ba�se�� — Very �st i�f f � �deric� �g�ray� � CLAI' � � � _ w/ calcareous nodules (CH) 32 � _ _ _ eso— Very��stiff��bro�wn��CLAY�w�� 24 66 » a9 21 —s calcareous nodules 6 gravel (CH) "' Moderately f�ir�m �brown� � � 3.6 eas— severely weathered — io calcareous SHALE, fractured — 2 9 . ......... ..... . .. . — — Fi�rm�br^owni�sh��gray sac— = calcareous SHALE, fractured 4.5+ — __..... . . —1s — Very f ir�m �g�ray��ca�]ca�reous � — so/2.o SHALE, fractured __ � 50/1.3 Mat�r Lheck�d 0 b days Completion Qepth: 16.0' � �r Possible rainwater infiltration. PLATE N0: 17 T�CaGe—MeR TNC � LOG C1F B(]RING .BORING 8-16 a Boring:6-16 Oate: 5-1-90 Project No: DE90-051 Project: Southside II Water Main - Ft. Worth. TX. a Elev: 668.7 Location: Contrac� II Station 38+25 Depth to water at completion of boring: 2.0',caved @ 12."2' Depth to water when checked: @ 6 days was: 2.0' � Q �epth to caving when checked:'@ 6 days was: 6.0' ELEV � SOIL SYM90LS MC LL PL PI -200 Q.D HAND • UNCON. I � SAMPLER SYMBOLS OESCRIPTION I I I � DfJ�7H APD FIELD 7ESt DA7A X % X Y pcf +PEN. tsf STR. tsf � 670 -- �_p _ ..�� ..... ............��. .. .. . ... ..... � 3 Asphalt, 5 Base 'i � � St�i�ff��yello�wisli��brown�� ' �r� _ 1.9 - calcareous CLAY (CL) 50/3 � '' ' . .... - 50/5 Mader�etely��f�ir�m��yellowisn�� 665— gp/2 brown severely weatnered � "` " 50/2.25 calcareous SHALE w/ -5 hard limestone layers, � - z6is fractured _ asie -free water @ 7' , sso - _ . . . a , s+• � �, Very �f�ir�m��b�rownis�h gray� � -ia — calCareous SHALE, w/ hard -_ — limestone layers, fracturecl _ _ .� �6 l!B 7.29 � — ,.�I �55 — _ ' � � —15 � � 14 123 9.23 ►tetar Check�d • 6 days . aJ � . � � _ � Completion Oepth: 15.5' �- O PLATE N0: 18 , TERRA-MAR, I NC . r� IJ � D � D D � � � � � � � � � � � � �` � LOG C)F BORING BORING B-17 Bor ing: B-17 Date: 4-25-90 Pro 7 ec t No: DE90-051 Project: Southside II water Main - Ft. Worth, TX. Elev: 674.2 Location: Contract II Station 33+15 Depth to water at completion of boring: Dry Deptn to water when cheCked: � 24 hours was: Ory Oepth to caving when checked: @ 24 hours was: 10.0' . . . � �ELEV I g� pIER S BO�S OESCRIPTION Mc LL PL PI -200 0.0. HAND UNCDN. DEPTH� APO FIELD TEST pATA X Y S Y pCf PEN. tSf STR. tsf 675 - ... .. ... -- 2"��As�phalt.��4"� Ba�se� - l t-lard browri � �san�dji � �CLA`f � � � � ICL)� � _ - Very st i�f f � �dar�k� �b�rown � �CLAY� � � � 62 �e �� • 2.a w/ calcareous nodules (CH) 670 - 2.0 -5 - 50/0.5 I-lard tan we�athere�d' � � 5oio.s LIMESTaNE w/ severely � weathered layers, fractured 665 - 50/0.3 - 10 50/0 5 Completion Depth: 10.0' PLATE NQ: 19 � LOG OF BORING a BOFiING B-18 Bvring:6-18 Date: 4-27-90 Project No: DE90-051 Project: Southside II Water Main - Ft. Worth. TX. a Elev: 676.8 Location: Contract II Station 28+00 Oepth to water at completion of boring: N.A. �- Oepth to water when checked: @ 4 days was: 1.3't a Depth to caving when checked: @ 4 days was: 3.4' �ELEV S MPILER S YMBOLS DESCRIPTION MC ILL IP� PI —200 0.0. HAND UNCON. � OFPTH' APD FIELD TEST DATA X Y X Y pCf PEN. tst STR. tsf 680 � . - a -� -3"� As�ptialt, ��5"��Base � � �� n � .. ..... � z.o �J � 4_Very ��st i�f f��yel�lowlsh brown 675-_ calcareous CLAY w/ calcareous nodules (CL) a.o . �� ... a ._ ... berji � �st i�f f � �to � }iard 2•5 '-5 yellowish brown Shalsy C�AY _. w/ calcareous nodules a e�o-_ -free water @ 6.5' " (CH) 25 102 4 3 3.12 � � Mo�der�ate.ly ..f �ir�m� b�row� � � a.s+ a --io severely weathered 1later Checketl @ 4 OaYs calcareous SHALE, fractured L'_■ � a a a � � a , � Completion Oepth: 10.0' � Possible rainwater infiltration. TERRA-MAR. INC. 0 PLATE NQ: 20 � D � �- D D � � � � � D D D D D D � � _. D LOG OF BORING BOAING 8-19 Boring:B-19 Oate: 4-27-90 Project No: OE90-051 Project: Southside II Water Main - Ft. Mlorth, TX. Elev: 670.3 Location: Contract II Station 22+95 Oepth to water at completion of boring: N.A. Depth to water when checked: @ 4 days was� 3.i'� Oepth to caving when checked: @ 4 days was: 3.2' . . , �ELEV sAN°a�ea svMeoLs DESCRIPTION MC l.L PL PI —200 0.0. NANO UNCON. DEPTM� ArD FIELD TEST DATA x Y X Y ptf PEN. tsf STR. ts� f 675 � 670 — — 0 665 --- 5 660 — — 10 - 3"��Asplialt. ��5''��Be�se �� Very � �st i�f f � bro�wn � �CLAY � � (CHj� � ...... .. .. . soii.o ` Hard � �ten �we�ath�ere�d 50/0.3 LIMESTONE w/ weathered calcareous shale layers, fractured -free water @ 6' 50/0.4 50/0.3 50%2.5 a.s water Cneckea 0 • aays Completion Oepth: 10.5' � Possible rainwater infiltration. PLATE NQ: 21 , � LOG OF BORING a BOFiING B 20 . Boring:B-20 Oate: 5-4-90 Project No: DE90-051 Project: Southside II water Main - Ft. Wvrth, TX. a Elev: 662.0 Location: Contract II Station 17+50 Oepth to water at completion of boring: 'Dry :, a Oeptn to water when checked: @ 3 days was: 13.0' Oeqtn to caving when checked: @ 3 days was: 13.9' �ELEV I S M�PLER S MOBOLS OESCRIPTION Mc LL PL PI -200 0.0. HANO UNC�1. DEPTHI AFO FIELD TEST DATA S Y X Y pcf PEN. tsf STR. tsf 665 — � — 0 - ..N .. ........... .. ...�...... . ...... ..... a 6 Concrete, 3 Base — � Very��sti�ft �yel�lowish �b�own�� 3 � 660— CI.AY w/ calcareous nodules 3 0 —_ - (CL) � Moderate�ly ��f ir�m� �y�e�l l�owish 2 3 —5 brown severely weathered _ SHALE w/ hard limestone a layers, fractured 655— _� ' Fi�rm��brown��wea�the�red�� — i calcareous SHALE, fractured ,z - �- a � _ 1� `. _� _ ��y ' _ _{- a 650 — � � _ � C'/ = i 4.5+ — yZ -high angle sl�ckens�ded a --is fracture @ 14' MatQr C�oCkQd 0 3 aars Completion Oepth: l5.0' TERRA-MAR, INC. a a �a a 0 � PLATE N0: 22 � � D � J � � � � 1 � � � � � � � � � � LOG OF BURING BORING B-21 Boring:B-21 Oate: 4-27-90 Pro7ect No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 654.5 �ocation: Cvntract II Station 13+05 Depth to water at completion of boring: Dry � Depth to water when checked: @ 4 days was: Ory Oepth to caving when checked: @ 4 days was: 10.0' ELEV � SDIL SYMBOLS MC LL PL PI I-200 0.0. HAND U��. � SANPLER SYM80LS �ESCRIPTION � X S Y pcf PEN. tsf STR tst DEPTH APD FIEID TEST DATA 655 — -o ��..Conc�ete....5"��'ase ............. _ � Verji � �st i�f f � �cierk� �b�roivn� ��LAY � � 2•3 - w/ calcareous nodules & " grave 1 (CH) ' ' zs _ . .... . . . Sti�ff��to��ria�rd��yel�lowisn � 650— pp/6 brown CLAY w/ calcareous ` Z -5 22j6 nodules � clayey gravel - layers �_ -free water @ 4' (CL) - Moder�ately��f�irm� brown�� _� severely weathered 4•5* - calcareous SHALE, fractured 645 — — 10 Completion �epth: 10.0' � PLATE N0: 23 � � LOG OF BORING a BORING 8-22 Boring:8-22 Date: 5-1-90 Prvject No: OE90-051 Project: Southside II water Main - Ft. Worth, TX. a Elev: 650.0 Location: Contract II Station 7+g5 Depth to water at completion of boring: 7.0',caved @ 8.0' a Depth to water when checked: @ 6 days was: 4.5' Depth to caving wnen checked: @ 6 days was: 4.6' ELEv SA►MPLER SYMBOLS DESCRIPTION MC LL PL PI —200 D.O. HaND uNCON. 1 OEPTH I APD FIELD TEST DATA X Y X X pCf PEN, tsf STR. tsf f 650--0 - j�"��Co�ricr�ete�,� 5""��ase�� : a — Verji � �st i f f � �der4c� �b�rowri � �CLA`f� � 2 3 — w/ calcareous nodules (CH) Z� r Verji ..st i�f f��to �hard ................ 3.� n — yellowish brown calcareous � 3� 41 sas—s CLAY w/ calcareous nodules a.s ,. ,..,. a — -free water @ B.0' (CL) � � ' 1 Medium dens�e y�e�llowi�sh � , — ��. brown c layey grave 1 ly f ine s.s •�t•:�' to coarse SANO (SC) a 640 --- 10 watar ChockaC 0 ! 6 aaYe a a a 0 � �o a Q Completion Oepth: 10.0' a � PLATE N0: 24 TERRA-MAR. INC. „ ?I dd i� D - � J J J � � � J � � � J �1 LC7G OF BORING 80RING B-23 8oring:B-23 Oate: 5-a-90 Project No: OE90-Q51 Proj�ct: Southside II Water Main - Ft. Worth, TX. Elev: 639.0 Location: Contract II Station 1+80 Oept� to water at completion of boring: Dry Depth to water wnen checked: � 3 days was: Ory Oepth to caving when cnecked: @ 3 days �was: i4.5' �ELEV SAMP ER SYMBOLS OESCRIPT ION ►+c ILL Pl PI -200 O.D. HAND UNCDN. ' OEPTH, APO FIELO TEST OATA S Y S Y pCf PEN, tsf STR. ts} 6�0 — .......... � 6"� Concrete�,� � � 1�0" Base _ - Ve�ry st i�f f �yel�lowish' �brown� � � . 3•� CLAY w/ calcareous nodules 3'� — & limestone fragrnents �(CL) 635— �••� •• Med1Uf11 dEf1Se yB110W1Sh 13 40 f5 25 26 3.2 —s �� brown c layey gravel ly f ine :i:•.:��. to coarse SAND _ :�� • ::�:r . tSC) 63a— � t�lo�derately��f�ir�m��b�rown�� 2� ioo 3.3 i.�e severely weathered SHALE w/ �lo hard limestone layers, — fractured -w/ firm dark brownish � gray weathered calcareous a.5` 82s— shale layers below 12.5' — 15 0 Completion Oepth: 15.5' � � PLATE N0: 25 � _ � LOG OF BORING � BORrN� B_24 a Bvring:6-24 Date: 5-1-�0 Pro�ect No: OE90-051 Project: Southside II Water Main - Ft. Worth, TX. a Elev: 629.3 Location: Contract I Station 177+00 Dept`� to water at completion of boring: Ory Depth to water when checked: @ 6 days was: Dry • a Oeptn to caving when checked: @ 6 days was: 7.6' 1ELEV I SOIL SYMBO�S MC LL PL PI -200 0.0 HAND UNCCN. SAMPLER SYMBOLS OESCRIPTION Y Y S X pCf PEN. tSf STR. t5f a ' OEFTM I Af�O FIELD TEST DATA 630 - -0 � Very��sti�ff �to��sti�ff �brown�� 2•� a .- CLAY w/ gravel & broken 3.s rock ' -4" layer of broken 3.3 a � limestone @ 0.5' - s2s-- -12" layer of gravel & 40 _5 broKen roCk w/ clay -_ binder @ 3' • 0 _- �� . 22 105 1.3 0.89 0 620- � (FILL) (CU - :o � a Completion Oepth: 10.0' TERRA-MAR. INC. � . a 0 .� , � 0 a PLATE NQ: 26 lrl D D D � a � D D � � �� ' � �. �� LOG �F BORING 80RING B-25 Boring:6-25 Oate: 5-1-90 Project No: OE90-O51 Project: Southside II Water Main - Ft. Worth, TX. Elev: 651.1 Location: Contract I Station 173+00 Oepth to water at completion of boring: Dry Oeptn to water when checked: � 6 days was: Ory Deptn to caving when checked: @ 6 days was: 5.5' �ELEV S NPLER SYM80lS OESCRIPTION "c �� at a� -2oo�o.n. � w►No UNLD1. DFPTH, AW FIELD TEST DATA X % S X pGf PEN. tsf STR. tsf 655 — �o L4�..Asplialt ............................. f.3 ... .. . ... 650� Stiff��brown��&��fen CLAY w � rock fragments (FILL) (CH) ..................... - Brokeri� �tari � �wea�thered � LIMESTONE w/ calcareous � clay layers z.2 �-- 5 645 �' � (FILL) � �Moder�etely��f�ir�m��y�e7lowish�� brown 6 gray severely 3.2 � weathered SHALE. w/ hard -�o lirnestone layers, fractured 0 Completion Depth: 10.0' PLATE N0: 27 ! . � LOG OF BORING BORING B-26 a _ Bvring:B-26 Oate: 5-4 ,90 Project No: DE90-051 - Project: Southside II water Main - Ft. Worth, TX. � - Elev: 661.5 Location: Contract I Station 169+05 Oepth to water at completion of boring: Dry , Depth to water when checked: @ 3 days was: 14.6' i1 Deptn to caving when checked: @ 3 days was: i4.9' j�� ELEV I SOIL SYMBOLS • MC LL Pl PI -200 O.D HAND UNCOt�. � SAMPLER SYMBOLS OESCRIPTION � OFPTH� APD FIELD TEST DATA X Y X Y ptf PEN. tsf STR. tsf 665 � . _ a ................. .................... _ 3°� � a,spna lt. 3`'� � Base a _ , t ............ 660- very st i�f f��o�l i�ve ��brown � CLAY� . 3.3 _ � w/ ca lca r eous n o du l es 3.3 ' � _ . ... ................... .. ... ...�C H�.. z.� O _5 Very stiff yellowish brown - shaley CLAY w/ calcareous 21 io� z.2 i.s2 6s5- _ nodu les tCH) 0 _ _ ........................... ....... ......... _ Nard tan weatnered - LIMESToNE w/ weatherecl � _' calcareous shale layers. -�o fractured 650 - _ - ... .. a _ Herd � �to � ver�y� �herd� �1 i�glit� - gray unweathered -. 50/0.3 LIMESTONE w/ f�rm gray a -!3 Boio o calcareous shale layers wacar cnockaa ! 3 Gays a � . � a a Completion Oepth: 15.0' PLATE NQ: 28 a TERRA-MAR, INC. u LOG OF BORING BORING B-27 8oring:H-27 Date: 5-1-90 Project No: OE90 -051 ( Project: Southside II Water Main - Ft. Worth, TX. � Elev: 667.4 Location: Contract I Station 165+00 Depth to water at completion of boring: Dry � Deptn to water when checked: � 3 days was: 0.3' * Depth to caving when checked: @ 3 days was: 2.6' � ELEY � SOIL SYMBOLS MC LL PL PI —200 D.O. HAND 11NCON. t � SAMPLER SYMBOLS DESCRIPTION S Y S I Y ptf PEN. tsf STR. ts� f DFPTH APD FIELD TEST DATA 670 —� I .......... � --o � 2"'�Asptialt,��3"��Ba�ee�� _' Verji��sti�ff��to �sti�ff�dar{c�� 3.0 _ brawn CLAY w/ broken rock 665— : (FILL) �CH) !.o -� Very��sti�ff ��yei�lowish��brown�� 3.s _- 6 gray CLAY w/ calcareous se ss �s 2s iss 3.3 _S nodules _ ' (CL) j eso-� Ntoderately��fir�m��b�rown�� ; - severely weathered SHALE w/ ' - harG 1 imestone layers, zs �oo a.s �. �s � - fractured 3.5 = 10 Mater Ch�Ck�tl ! 3 aaya Completion Oepth: 10.5' � Possible rainwater infiltration , PLATE N0: 29 Tc[70A_\AAO TAIf �J LOG �F BORING BORING 8-28 Bor1ng:B-28 Oate: 5-1-90 Project No: OE90-051 Project: Southside II Water Main - Ft. Wvrth, TX. Elev: 669.1 Location: Contract I Station 160+90 Depth to water at completion of boring: 1.2' �' Depth to water when checked: @ 6 days was: 0.8' Depth to caving when checked: @ 6 days was: 2.0' �� ELEV SOIL SYMBOLS MC �L Pl PI -200 O.D. HANO UNCCN. � SAMPLER SYMBOLS DESCRIPTION � pEPTN APD FIELD TE3T DATA X Y i Y ptf PEN. tsf STR. tst � 670 -- �- 0 - ..� ...................�,... ....... 3 Asphalt. 3 Be�se�� .:: .. t ......... � "" " St i f f � br�own� � sa�ndy� � C�AY � � (CL)� � ... . t............ -- Very sti�ff ��yel�lowish��brown�� & gray CLAY w/ calcareou5 nodules �' (CL) �5 Ver��sti�ff � y �yel�lowish��brown�� - 6 gray shaley CLAY w/ _ calcareous nodules & clayey gravel layers �' -fres water @ 6' (CH) ... r�sal Moderately��fir�m��b�rown�� eoio.• severely weathered - SO Sa/0.2 calcareous SHA�E w/ hard water cneckea 1 imestone layers. fract�red f 6 Cey� 3.9 a 3 2 3.2 A 3 . B f.i 2.s 2.0 .' a �.e o 0 a a a 0 .o � � Completion Oepth: 10.0' TERRA-MAR, INC. _ a PLATE N0: 30 61 � � � 1 � � ' � ' � � � � � � � � � � LOG OF B�RING BORING B-29 Bvring:8-29 Date: 5-7-90 Pro�ect No: OE90-051 Project: Southside II Water Main - Ft. Wvrth, TX. Elev: 663.0 Location: Contract I Station 154+25 Depth to water at completion of boring: 9.3' Depth to water when checked: @ 24 hours was: 7.3' Depth to caving wnen checked: @ 24 hours was: 9.2' ELEV � SOIL SYMBOLS MC LL PL PI -200 O.D. HANO � UNCW. � SAMPIER SYMBOLS OESCRIPTION DEPTH APO FIELD TEST DATA � X X X pCf PEN. tsf STR. tsf 665 -r —o - 3"��As�PI-ialt. ��5"��Ba�se .............. - Very � �st i�f f � �dark� �b�rown � �CLAY � � 24 53 se 3s . 2.z - w/ calcareous nodules (CH) z.5 6so— Very..stiff ��brown..& ................ 2.5 - yellowish brown CLAY w/ 27 _5 calcareous nodules _ -w/ limestone gravel layer below 6.5' - � (CU 655 — ..................... Fiard � �tan �we�ath�ered — LIMESTONE w/ weathered � 50/!.5 calcareous ShalE layers, --10 50/!.8 fracturetl Mater Checkea 0 24 hour� Completion Oepth: 10.0' PLATE N0: 31 TERRA-MAR_ INC. LOG OF BORING BOFIING B-30 Boring:B-30 Date: 6-25-90 Prvject No: OE90-051 Project: Southside II water Main - Ft. Worth, TX. Elev: 660.5 Location: Contract I Station 149+00 Depth to water at completion of boring: 7.9' Depth to water when checked: � 3 nours was: 9.8' �� Oepth to caving when checked: @ 3 hours was: i2.2' � 0 � LFJ �ELEV I SAMPLERYSYNBOLS DESCRIPTION MC LL PL PI -200 O.D. HANO UNCON. OEPTH � APO FIELD TEST DATA X Y X X ptf PEN. tsf STR. tsf � 665 -- 660--� 4` �ASpt181t,��6''��6a�se�� - — ............................................. _ Hard dark brown to brown - CLAY w/ gravel (CH) �_ I-lard��tan we�atfi�ere�d�� - LIMESTONE w/ weathered _- calcareous shale layers, -5 fractured 655 — -- 1 _� Core Run �i: 1Q'-13' -io = Recovery: 89X e5o - _ R�O: 11 X � . . _ _ Fi�rm��to��ver�y��f�irm�dark�gray - — calcareous SFiALE w/ very _� — hard light gray limestone -i3 = layers, fractured 643- _ = Core Run f�2: 13'-17' - _ Recovery: 100X ' R00: 90X Mater Checked ! 3 hours Completion Depth: 17.0' �- TERRA-MAR, INC. � � 4.5+ . � 4.5+ �� O . � � . ..� 0 PLATE N0: 32 � D D � a � � D D � lJ . �..1 a a a a Q D �� . a LOG �F BURING BORING B-31 Boring:B-31 Date: 5-7-90 Project No: DE90-051 Prvject: Southside II Water Main - Ft. Wvrth, TX. Elev: 667.7 �ocation: Contract I Station 144+50 Oepth to water at completion of boring: Dry Depth to water when checked: � 24 nours was: 9.0' Oeptn to caving when checked: @ 24 hours was: 9.6' ELEV SOIL SYMBOIS MC LL PL PI -200 0.0. HAN6 I UNCON. SAMPLER SYNBOI.S DESCRIPTION � s X Y pCf PEN. t3f STR. tsf � DEPTH APO FIELD TEST DATA 670 — ' I - _� -3"..lispl-ialt. ..5�� •Ba�se .............. ' ~ Very��sti�ff��to��ati�ff�� 2.3 '_ yellowish brown calcareous 665 — _ CLAY (CU f'8 .. -. Moder�ately��fir�m��y�ellowish _ brown & gray severely °'S+ -5 weathered calcareous SHALE "- w/ hard limestone layers, fractured 660 — _ " 3.2 _ z — 10 - • -�teter C�eCkCd E 24 houre Completion Depth: 10.0' PLATE N0: 33 ___... ... n T.�,. LI � „� LOG OF BORING � 80RING 8-32 Boring:8-32 Oate: 5-7-90 Pro7ect No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. n Elev: 669.7 Location: Contract I Station 140+05 �'� Deptn to water at completion of boring: 8.0', Caved @ 8:5' Depth to water when checked: @ 24 hours was: 5.7' � a Deptn to caving when checked: @ 24 hours was: 5.8' EI.EV SOIL SYMBOLS MC LL PL PI —200 O.D. HANO UNCON. � SAMPLER SYMBOLS OESCRIPTION OEPTM, APO FIELD TE9T DATA S Y X Y pCt PEN. tsf STfi. tsf 670 � ... . � — 0 — .� ........ ..........��............... ....... 3.2 3 Asphalt. 6 8ase ' � Verji �sti�ff ��rec7�ciis�ti��brown � - - �CLAY w/ iron nodules (CH) .................................... :_ Hard tan weathered a LIMESToNE w/ weathered • " calcareous shale layers, 3.0 665— _S fractured . � Nlode�atelji ..f i�.m..t.an . &..... ..... a - SQi� yellowish brown severely . 50/0.5 weathered calcareous SHALE . ! w/ hard limestone layers, s.s++ � ' fractured 660 — — SO Matar Checked 0 24 nGUf 9 � ,�� Completion �epth: 10.0' ` TERAA—MAR, INC. O � PLATE N0: 34 � D D a a � � � D D � � D ��. � � �M � � � LOG �F B�RING BORING 8-33 Bvring:6-33 Date: 5-7-90 Project No: OE90-051 Project: Southside II Water Main — Ft. Worth, TX. Elev: 663.6 Location: Contract I Station 135+50 Depth to water at completion of boring: Ory Depth to water when checked: � 24 hours was: 12.5' Depth to caving when checked: @ 24 hours was: 13.7' IELEY I SAMPLER SY BOLS OESCRIPTION � LL Pl PI -200 0.0. HANO UNCON. 1 DEPTH A1�L7 FIELD TEST DATA � Y S Y ptf PEN. tsf STR. tsf � 665 -- � _ 0 .- . . M . . . . . . . . . . . . . . . . . . ��. . . . . . . . . . . 2 Asphalt. 4 Ba�se�� Verji��sti�ff��bro�wn��CLAY��w%�� 2'S -- gravel (CH) ' � ............................... . . 2.5 ' Very stiff yellowish brown 680- calcareous CLAY w/ " calcareous nodules a.a —5 . " (CL) � Moder�etely��fir�m��y�ellowish �� - brown & gray severely � se 2.e i.es 655-_ weathered calcareous SHALE - w/ calcareous inclusions. -10 fractured _ _ ' 50/0.5 Herd��tan �we�ath�ere�d�� fi50 — 50/5.3 - LIMESTONE w/ weathered - 50/0.3 calcareous shale layers, — 15 50/0.3 fractured wat�r Ch�ck�o 0 24 houra Completion Oepth: 15.0' PLATE N0: 35 T r� r� �� 1'9 T� � I"� LOG OF BORING a . BORING B 34 Bvring:6-34 Date: 5-7-90 Project No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. � Elev: 659.8 Location: Contract I Station 131+00 � Depth to water at completion of boring: Dry � a Depth to water wnen checked: � 24 hours was: Dry Oepth to caving when checked: @ 24 hours was: 10.0' ELEV SAMPLER SYMBOLS D ESC R I PT I ON � �� P� PI —200 D. D. HANO UNC?r . DEPTM ' APO FIEL� TEST DATA � Y X X pGf PEN. tsi STR. tsf � � 650 �_ p Q ' Very��sti�ff��red�d�'ish��brown��to� 3.0 • brown CLAY w/ iron nodules ' 23 62 ]9 �3 2.7 ' 2.3 - � 6ss- _S -grave l ly below 5' ' (CH) � a �' 50/0.5 Herd��tan �we�atti�ere�d�� __ 50/0.5 LIMESTONE w/ weathered a 650-_10 �$j�•s calcareous shale layers. fractured � � , a � � , �� . �' . � . Completion Depth: 10.0' Q PLATE NQ: 36 TERFiA-MAR. INC . � � � � � ,� I'� �� i � � � � i � I � � � � LOG OF BORING BORING B-35 Boring:8-35 Date: 6-25-90 Project No: DE90-05i Project: Southside II Water Main - Ft. Worth, TX. Elev: 651.8 Location: Contract I Station 126+50 Depth to water at completion of boring: Ory Depth to water when checked: � 3 hours was: Dry Depth to caving when checked: @ 3 hours was: 10.0' �ELEV S MPLER SFYreMBOLS OESCRIPTION (MC LL PL PI -200 0.0. HAND UNCLN. � OEPTH ' APO FIELD TEST DATA X'Y X Y pCf PEN. tsf STR. tsf 655 -- .,...o , _ 3�..Asptialt;..��•�9a�se .............. . _ ................ ' Moderately��fir�m��t�an 3.s eso-_ severely weathered calcareous SHALE w/ hard 3.5 limestone layers, fractured . 4.5 ` -5 645 -__ ` �.5+ � SO 0 Completion Depth: 10.0' PLATE NQ: 37 � � LOG OF BORING � BOFiZNG 8-36 Boring:B-36 Date: 6-25-90 Pro�ect No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. a Elev: 644.7 Location: Contract I Station 122+80 Depth to water at completion of boring: Ory Oepth to water when cnecked: @ 3 hours was: Ory ' 0 Depth to caving when checked: @ 3 hours was: B.4' �ELEV S,�,MPLEii SY BOLS DESCRIPTION � �� PL PI -200 O.D. HANO UNGi)1. OEPTH' APO FIELD TEST DATA ; X z Y pC� PEN. tsf STR. tst 645 � ^� _ O _ ..w ............................................ 3 Asphalt, 5 Base � - ' Herd��ten �we�ath�ere�d�� s.s+ y�� '_ LIMEST�NE w/ weathered , :_ calcareous shale layers. � fractured • 6�0- _g _ � - _ 3.5 � 635 - _ 10 .� 0 � � � � � . � � � � Completion Depth: 10.Q' � PLATE NQ: 38 TERRA—MAR, INC. ;I l�l � � � � � a � I � I r ,� I �� I 1 LOG �F B�RING BOF;ING B-37 Boring:B-37 Date: 6-25-90 Project No: OE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 625.0 Location: Contract I Station 116+50, Oepth to water at completion of boring: Ory Oeptn to water when checked: @ 3 hours was: Ory . Oeptn to caving when checked: @ 3 hours was: 25.0' ELEV SOIL SYMBOLS MC l.L PL PI -200 D.D. HANO UNCON. SAMPLER SYMBOI.S DESCRIPTION � OEPTH' APD FIELD TEST �ATA S Y S X pCf PEN. tsf STR. tsf ' s2s---o —I-Iard � �to � �ve��y� �9�t i f�f � �dark� � � � � � � a.s++ — brown to brown CLAY w/ _ gravel � 15 �3 37 26 4.5++ — 1.5• 620 — 5 (C U 2.s — ............................................. 615-10 l-lard tan weathered LIMESTONE w/ weathered —' calcareous shale layers. — fractured 50%0.9 fi!0 —!5 _ -�- Nloderately��f�ir�m��t�o��f�irm �� T dark brown weathered z'S — ,?' calcareous SHALE w/ hard eos-2o ,�'�, 1 imestone layers, fractured — -+-- r- _ Z ... _ S � — � 50/!.0 T 30/0.3 600 — — 2'f Completion Depth: 25.0' � PLATE NQ: 3� T[�1"In A \I 11 Y'1 i T►IP� LOG �F BORING BORING B-38 Boring:B-38 Oate: 6-5-90 ' Project No: OE90-051 Prvject: Southside II Water Main - Ft. Worth, TX. Elev: 628.4 Location: Contract I Station 111+00 Depth to water at completion of boring: Dry Depth to water when checked: @ 24 nours was: Dry Oepth to caving when checked: @ 24 hours was: 9.5' �EIEY � S MOPLER SYBM OlS DESCRIPTION MC LL PL PI -200 O.D. HAND UNC�. OEPTH AM FIELD TEST OATA X Y X X pCf PEN. t5f STR. Lsf 630 — —0 ..... - � Verji��sti�ff ��browri��L,4Y��wl� - broken 1 imestone (FILL) (CL) - .. . ............. . Brokeri� �LIMESTONE � �w/ � c lay ' • binder (FILL) • 625 - � _" Very��sti�ff ��to��har�d��brown�� ` -s CLAY w/ calcareous nodules, - broken limestone, gravel & - sand pockets 620 — . " (FILL) (CL) - io 3.2 3.2 4.5++ 4.5+ � � •� � �� Completion Depth: 10.0' TERRA-MAR. INC. _� � PLATE NC: 40 � � �o� oF BORZN� BORING B-39 Boring:8-39 Date: 6-5-90 Project No: OE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 626.3 Location: Contract I Station 105+50 Depth to water at completion of boring: 9.5' Depth to water when checked: @ 24 hours was: 6.5' Depth to caving when checked: @ 24 hours was: 7.0' _ . . . � ELEY I SOIL SYMBOLS MC LL PL PI -200 O.D. HANO UNCON. � s�P�ea srMao�s OESCRIPTION ; Y X Y pGf PEN. tsf STF. tsf OFpTH 1 ArD FIEID TEST DATA 630 — ................ - —� Very � �et i�f f � �bro�wn � �CLAY w/ 3.5 6zs-- gravel 6 broken limestone _ (F I LL) . . . . . . . . . . . . . !CL). . ' B�oken� �t�en � �wea�thered .' LIMESTONE w/ some clay _ (FILL) 2.s -5 Very � �st i�f f � �bro�wn � �&� �ten CLAY w/ gravel & limestone e2o— .z fragments (FILL) (CL) ' Verji � �st i�f f � �dar�4c� �g�ray� CLAY � � � � -- —free water @ 7' , Ze s• zo as a.z . - 1 (CH) - so water Checked E 24 naure Completion Oepth: 50.0' PLATE NQ: ,41 TrrinA-\IA� TAIf' �i LOG OF BORING BORING B-40 Boring:B-40 Oate: 6-5-90 Project No: OE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 631.3 Location: Cvntract I Station 100+00 Depth to water at completion of bor�ng: Dry � Depth to water when checked: @ 24 hours was: Dry � Oepth to caving when checked: @ 24 hours was: 10.0' � � � �ELEV SAMPL.ER SY�MBOLS OESCRIPTION � LL PL PI —200 D.D. HAND UNCON. DEPTH , APD FIELO TEST DATA x Y x Y pCt PEN. tsf STR. tsf 635 — —0 ..... - Very � �st i f f � �brown � �CLAY� �wj� ' 830-- gravel 6 broken limestone —5 625 — - " (FI LL) (Cl.) _ .... - �. N1o�cierately��fir�m��t�o��f�irm�� —io brown weathered calcareous SHALE, fractured Completion Depth: 10.0' � TERRA—MAR, INC. a.s 2.5 3.9 3.8 4.5+ �� , , � a PLATE NQ: 42 � � D D � � � � D D � D � � � � D � D � .__ LOG �F BORING 6oRzrv� e-a 1 8oring:6-41 Oate: 6-23-90 Project No: DE90-051 Prvject: Southside II Water Main - Ft. Worth, TX. E2ev: 662.5 Location: Contract I Statian 94+70 Depth to water at completipn of boring: 8ailed to 15.0' Depth to water when checked: � 24 hours was: 29.0' Depth to caving when check�d: @ 24 hours was: 31.5' ELEV � SOIL SYM80LS kC LL P!. PI -200 O.D. HAkD 11NCON. J � SAMPIER SYMBOI.S OESCRIPTION � � pCf PEN. tsf STR, tsf DEPTH APD FIELD T$ST DATA X Y Z !C 665 — � —0 660 — _-5 655 — _ — !0 650 — — 15 645 — . — 20 sao - � - zs 635 �. .Z" �--r Z r�— � � S � Z ..'r � = �. � Borinq Cont�nues Fiard � dar�k� �b�rown� �t�o � �browri � � � � � � CLAY w/ gravel 4,5++ 4.5++ 4,5++ 4,5++ (CH) ........ F` i�rm � �brown � �wea�the�red� � � � calcareous SHALE, fractured 2s Firm �fo��very��f�irm �derk�gray� 1� calcareous SHALE w/ very hard light gray limestone layers, fractured Core Run Ai: 20'-25' Recovery: SOOX ROD: SOOX Completion Depth: 35.0' PLATE NQ: 43 io6 a.5++ 4.3 4.g+a s22 io.t �*cr�oe_uno TlUf _ � �� o� oF BORIt�IG BOAING B_4� o �" Boring:B-41 Date: 6-23-90 Prvject No: DE90-051 Project: Southside II water Main - Ft. Worth, TX. 0 Elev: 662.5 Location: Contract I Station 94+70 Depth to water at completion of boring: 8ailed to 15.0' � Deptn to water when checked: � 24 hours was: 29.0' �' � Oeptn to caving when checked: @ 24 hours was: 31.5' �ELEV � SAM�PLER SYBMBOLS OESCRIPTION MC LL PL PI -200 D.O. HANO UNG�1. � DEPTM A1�0 FIELO TEST DATA x Y x Y pCf PEN. tst STR. tsf 635 — _" _ Core Run �2: 25'-30' _ �_ Recovery: SOOX 14 i�s �.5 a • R�O: 100X - 30 — .- �_ . � 630- � Core Run �3: 30'-35' _ — Recovery: iQOX - = RaO: SOOX ' . - � 14 !24 !6 4 a — 35 Mater Ch�Cksd a 0 24 hours � a Completion Oepth: 35.0' a a a - �a a a ` N:44o PLATE Q TERRA-MAR, INC. � A N� D - � I'� IJ i!J � � � �J '� � I � � r�l � LOG OF BORING BORING B-42 Bvring:B-42 Date: 6-5-90 Pro�ect No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 665+ Location: Contract I Station 89+70 Depth to water at completion of boring: Dry Depth to water when Checked: � 24 hours was: Ory Deptn to caving when checked: @ 24 hours was: 9.6' �ELEV S MPLEfi SYeM80lS DESCRIPTION MC ILL �PL PI -200 D.D. HANO UNCON. J DEPTH , APD FIELD TEST DATA X Y S Y pcf PEN. tsf STR. tsf 665--o Very � �st i�f f � �bro�wn � �CLAY �wl� � � � � � 2•9 — broken limestone -w/ limestone cobble frorn 2-4 ^ (FILL) (CL) — z.a 660-5 Mocter�ately��fir�m��y�ellowish�� brown & gray severely � 53 se 3� io� 2.5 s.� — weathered calcareous SHALE — w/ hard limestone layers, fractured — -reddish brown below Q' °•5+ 655 --- 10 � � LiJ Completion Depth: 10.0' PLATE NQ: 45 -rrr�n �_►I A � T Alf LOG OF BORING ' BORING B-43 Bvring:6-43 Date: 6-25-90 Project No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 674.7 Location: Contract I Station 85+00 Oepth to water at completion of boring: Dry � Oept� to water when checked: @ 3 hours was: Dry �� Oeptn to caving when checked: @ 3 hours was: 9.8' 4.0 £LEV SOIL SYMBOLS MC LL PL PI -200 D.O. HANU Ur+G:7t. � � SAMPLER SYMBOLS OESCRIPTION DEPTH APD FIELD TE3T DATA x Y X Y pCf PEN. tsf STR. tsf 675 � 0 - Very��sti�ff ��to��liar�d��darlc�� - brown CLAY w/ rock -_ fragments " (CH) -. ....... Hard � �tan � we�ath�ere�d � � � � � � � 670- _5 LIMESTONE w/ weathered •_ calcareous shale layers, ._ fractured . 50%0.0 665 — _ !0 Completion Depth: 10.0' TERRA-MAR, INC. n � � a I � I � � � � . � I PLATE NQ: 46 � � � � � � � � � � � � � � � � � �F `.d � � � -- � LOG �F BORING BORING B-44 Boring:8-44 Date: 6-5-90 Project No: DE90-051 Project: Southside II Wat�r Main - Ft. Worth, TX. Elev: 680.4 Locati�On: Contract I Station 79+35 Depth to water at complet�ion of boring: Dry Deptn to water when cnecked: � 24 hours was: Ory Oeptn to caving when chec�ked: @ 24 hours was: 11.0' ELEV I SOIL SYMBOLS MC LL Pl PI -200 D.D. HAND UNCDN. � SAMPLER SYMBOLS DESCRIPTION OEPTHI AI�D FIELO TE9T DATA X Y X X ptf PEN. tsf STR. tSf 685 -- I I _ �_......... . ................ 6eo- � Very st i�f f��to ��Yiar�d dark 2.4 - brown ;CLAY w/ calcareous nodules ' 4.5+ . - I tCH) _' Fiard��tan �we�atti�ere�cf� �� -5 LIMESTONE w/ weathered 6�5- calcar�eous shale layers, '. 50%0�5 fractUred - I - i0 670 - . 50/0.8 I _ sn/� � 0 I Completion Oepth: 12.0' PLATE N0: 47 J � LOG OF BORING BORING e_45 a Bvring:8-45 Oate: 6-5-90 Project No: DE90-051 Project: Southside II water Main - Ft. Worth. TX. a Elev: 681.2 Location: Contract I Station 75+00 � Oepth to water at completion of boring: Ory ; a Depth to water when checked: & 24 hours was: 8.8' Depth to caving when checked: @ 24 hours was: 9.0' ELEV I SOIL SYMBOLS MC lL PL PI -200 D.D. NAND UNCON. SAMPLER SYMBO�S DESCRIPTION � OEPTH I APO FIELO TES7 DATA S Y X Y DCf PEN, tsf STR. tsf 685 � _ � - -� Very � �st i�f f � �clar�k� �b�rown � �to � � � � � � 57 z3 34 • z.2 6eo-" brown CLAY w/ calcareous nodules � � " 2.9 � / (CH) 2.3 r5 Hard��tan �we�ath�ere�d�� 3.0 6�5� LIMESTONE w/ weathered calcareous shale layers. � fractured _ � —10 Mater CheCKEtl e 2� naurs � � � , � Completion Oepth: 10.0' TERRA-MAR. INC. � � a PLATE N0: 48 � D D D D D � a D � � D � D � � � � � J � LOG OF BORING BORING 8-46 Boring:B-46 Date: 6-12-90 Project No: OE90-051 Project: Southside II Water Main - Ft. Wvrth, TX. Elev: 679.2 Location: Contract I Station 70+p0 Depth to water at completion of boring: 9.0' Deptn to water wnen checked: � 24 hours was: 4.0' Depth to caving when checked: @ 24 hours was: 5.6' ELEV SOIL SYMBOLS MC LL PL PI -200 0.0. NANO UNCCN. � SAMPLER SYMBOLS DESCRIPTION DEPTH APO FIELO 7E9T DATA � Y X Y ptf PEN. tsT STR. tsf 680 � - -0 Very � �st i�f f � �der�k� �b�rown� �C�AY � � 3.e � (CH) .... ...... . Fierd � �tan � we�ath�ere�d � � LIMESToNE w/ weathered � � calcareous shale layers, 6�5-' = fractured _S -free water @ 5.5' - 3.3 670 — 1 � 50/0.3 ................ 50/0.1 Very � �f ir�rn� �d�ark� � gr�ay —io calcareous SHALE w/ very hard light gray limestone watar cneckaa layers 0 2a naurs 0 Completion Oepth: 10.0' PLATE N0: 49 � . LOG oF BORING BORING B-47 a Boring:8-47 Date: 6-12-90 Pro�ect No: DE90-051 Prvject: Southside II Water Main - Ft. Wvrth, TX. Q Elev: 677.0 Location: Contract I Station 65+00 Depth to water at completion of boring: 4.0', caved @ S.0' Depth to water when checked: @ 24 hours was: 3.4' ��' � �epth to caving when checked: @ 24 hours was: 7.8' ELEV SOIL SYMBOLS �NC �LL PL PI -200 D.D. HAND UNCON. ! SAMPLER SYMBOLS OESCRIPTION x Y � Y ptf PEN. tsf STRi tsf 1� � OEPTH � APD FIELD TEST �ATA 680 — � — 0 ............... �Verji � �st i�f f � �to � �har�d dark � �.5r+ 'j — brown to brown CLAY w/ � I gravel (CH) � a.e �•� 67S — " — �I-lerd��tan �we�ath�ere�d�� — soio.e LIMESTONE w/ weathered � 5oio.e calcareous shale layers. — 5 � fractured — -free water @ 3.5' � 670 — _ ..... �, ` Flf`m dat'k DrOw� w28thAr20 a.5* � ---so '— calcareous SHALE, fractured xater Cneckeo � ! 2� naura � � � . • � � _ �al Completion Oepth: SO.Q' ` a PLATE NQ: 50 TERRA-MAR, INC. , � LOG OF B�RING BORING 8-49 Bor ing: 8-49 Date: 6-12-90 Pro j ect No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 671.2 Location: Contract I Station 53+30 Oepth to water at completion of boring: Bailed to 6' Depth to water when checked: @ 24 hours was: 4.0' Deptn to caving when checked: @ 24 hours was: 10.0' !ELEV SAMPLER SYM60lS , OESCRIPTION �MC LL �PL �PI -200 0.0. • HAND UNCON• � ! DEPTH ' APO FIELD TE3T DATA X Y X X pct PEN. tsf STR. tsf r 675 � --0 Sti�ff��to �ve�rji��sti�ff �dark�� 2•g 6�0-' gray to dark brown CLAY � .' 35 62 22 40 f. 3 _ i 1.3 _5 (CH) - ................ sss- " Fiard � �tan �we�ath�ere�d LIMESToNE w/ weathered - calcareous shale layers, fractured �' Core Run �Ri: 6'-i2' _ !0 Recovery: 92% RaO: 22X fi60 1 _ . . . .. - — -Fi�rm��to��ver�y��f�irm derk��gray _ � calcareous SHALE w/ very _. hard light gray limestone - layers, fractured -i5 — Core Run �2: 12'-15' Recovery: 100X weter Checkea ROD: 89X • 21 hour� Completion Depth: 15.0' � PLATE NQ: 5Z TG'1'1C7A�►AAD Tnir . LOG OF B�RING BORING 8-48 8oring:8-48 Oate: 6-12-90 Pro7ect No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 673.8 Location: Contract I Station 60+00 '� Depth to water at completion of boring: 8.5', caved @ 8.6' Deptn to water when checked: � 24 hours was: 5.6' ' Oepth to caving when checked: @ 24 hours was: 8.4' �1 .'Sft �ELEV I SAMPl.ER S Ma80lS DESCRIPTION Mc �� a� ai -200 0.0. H�,w� ur�ca�. DEPTH � APO FIELO TEST DATA S Y x Y ptf PEN. tsi STR. tsf 675 — -� I-lerd � �dark� �b�rown� �CLAY � � � � � iCFi)� � _ .............................................. _ Hard tan weathered LIMESTONE w/ weathered . " calcareous shale layers, 6�0- _ fracture[t . -5 = , - , ` . 665 - _ 50/0.0 50/0.0 - 10 water Ct1eCkGtl i 2a nours Completion Oepth: 10.0' TERRA-MAR, INC. 4.5+ I I I� Ll � � a a a a � a � a .a a , 0 0 PLATE NQ: 5: � LOG OF BORING BORING B-5a 8vring:6-50 Date: 6-12-90 Project No: OE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 670.5 Location: Contract I Station 49+00 Depth to water at completion of boring: Dry Deptn to water when checked: @ 24 hours was: 8.5' Oepth to caving when checked: @ 24 hours was: 8.8' �ELEY SOII SYMBOLS MC LL PL PI -200 O.D. HANO UNCON. SAMPLER SYMBOLS DESCRIPTION pEPTH APD FIELD TEST DATA i Y S Y pGf PEN. tsf STR. tsf 675 -� _0 . .... .. 6�0 - Very � �st i�f f � �to � Fier�d � �d�ark � � � 2 3 - gray C�AY ' 4 5 '' (CH) 2.] _� I-lard��ten �we�ath�ere�d�� 2•2 -5 LIMESTONE w/ weathered ses-_ calcareous shale layers. - fractured ' S0/0.8 - 50/0.3 -10 WatOr CfleCkeG 0 24 naurs Completion Oepth: 10.0' PLATE N0: 53 � LOG �F BORING BORING 8-51 a Boring:6-51 Oate: 5-23-90 Pro�ect No: OE90-051 Project: Southside II Water Main - Ft. Worth, TX. Q Elev: 669.8 Location: Contract�I Station 43+90 - Oepth to water at completion of boring: Bailed to 6.0' � �epth to water when Checked: @ 24 hours was: 6.9' • � Depth to caving when checked: @ 24 hours was: 9.0' ELEV I SOIL SYM80lS MC LL PL PI -200 D.D. HAND UNCON. � + SAMPI.ER SYMBOLS �ESCRIPTION � DEPTH � APO FIELD TE3T DATA S Y % X ptf PEN. tst STR. ts� � 670 --- 0 Verji��sti�ff ��to�lier�d��ciark�� 4•5++ Q - brown CLAY w/ calcareous . nodules �.o " � z.s � 665 — _ 5 � " (CH) -_ i Q � I-lerd��ten �we�ath�ere�d� �� - LIMESTONE w/ weathered -. calcareous shale layers, � sea- _lo fractured Core Run �+i: 9.5'-15' � - Recovery: 82X _ Roo: �x 0 - _ _ ......... ... _ Fi�rm��to��ver�y��f�irm �gray � 655— _S5 — calcareous SHALE w/ very hard limestone layers, water Cneckea fraCtur'ed 0 24 hours Completion Oepth: 15.0' TERRA-MAR, INC. a � n 0 0 a a PLATE N0: 54 � � � M ' � � � � � � � � � I�I i� I� � � � � LOG �F BORING BORING 8-52 Boring:8-52 Oate: 6-23-90 Project No: DE90-051 Project: Southside II Water Main - Ft. Wvrth. TX. Elev: 671.3 Location: Contract I Station 40+00 Depth to water at completion of boring: Dry Depth to water when checked: & 24 hours was: Ory Deptn to caving when checked: @ 24 hours was: 9.3' , �EIEV � S MPLER SYMBOLS DESCRIPTION MC Ll. PL PI -200 0.0. HAND UNCON. DEPTH APD FIELO TEST DATA � X X X pCf PEN. tsf STR. ts� 675 -- ........... - - Very � �st i�f f � �to � �tier�d � �dark • • 5'� 670_- gray to dark brown CLAY _ ' 2.5 _ - 3.9 _ -5 (CH) ees-� I-lard �tan �we�atli�ere�d�� - LIMESToNE w/ weathered calcareous shale layers. � fractureC _ ' 50/4.0 50/f.5 —10 Completion Oepth: 10.0' PLATE N0: 55 � �'-,., . .. . � � . .., � LOG �F BORING BORING 8-53 O Boring:8-53 Date: 6-23-90 Pro�ect No: DE90-051 P^oject: Southside II Water Main - Ft. Worth. TX. a E?ev: 675.3 Location: Contract I Station 35+00 • Depth to water at completion of boring: Dry '� Depth to water when checked:�}@ 24 nours was: Dry a Oepth to caving when cnecked: @ 24 hours was: 10.0' �ELEV SOIL SYMBOLS MC LL PL PI -200 D.0 NAN� UNCON. SAMPLER SYMBOLS DESCRIPTION OEPTM A1�0 FIELO TEST DATA ; Y x Y ptf PEN. tsf STR. tsf 680 — � . Yai ..! 675--� Sti�ff �to��tia�rd��dar�k� browri � a.5•. .� CLAY w/ calcareous nodules . � - s.e - 3.2 - 4.5+ � 670--5 �CH) � - �ard tan�weathered _� LIMESToNE w/ weathered �j calcGreous shale layers, � ' fractured � 50 2�0 — i0 � � � � . � � Completion Depth: 10.0' TERRA—MAR. INC. a � PLATE NQ: 56 � � D a a � � D D D a D Q a � �� LOG �F BORING BOFIING B-54 Bor:�g:8-54 Date: 6-23-90 Pro7ect No: DE90-051 Pro-jct: Southside II Water Main - Ft. Worth. TX. Elev: 677.5 �ocation: Cvntract I Station 29+60 DeP_� to water at completion of boring: Ory Oep�� to water when checked: N/A was: tv/a Oep�� to caving when checked: N/A was: N/A EIEY I SOIL SYMBOLS MC LL Pl PI -200 O.D HANO UNCOrr. - � r SAMPLER SYMBOLS DESCRIPTION S Y % Y ptf PEN. tsf STq. tsf D= 'H 1 APO FIELD 7EST DATA 690 — _-0 � a" Concr�ete�,��2"� 8�ase�� . ._. ..... . ......... .... . ... . a.s++ ' Very stiff to hard dark brown to brown CLAY w/ � 55 2i 3a 3.2 6�5—_ Ca1Car'@OUS flOdUlES (CH) " 2.9 -_5 ........... _ I-lerd �tan �we�atti�ere�d� - LIMESToNE w/ weathered '. calcareous shale layers, e�o— fractured ' 50/0 3 - 50/0 5 —10 Como_2tion Oepth: 10.0' P! ATE N0: 57 __..,.. . ... r-. T.,� _ � LOG OF BORING BORING 8-55 Q - Boring:8-55 Oate:'6-25-90 Pro7ect No: DE90-051 Project: Southside II Water Main - Ft. Wvrth, TX. a Eiev: 675.3 Location: Contract I Station 24+50 - Depth to water at completion of boring: Ory °� Deptn to water wnen checked� @ 3 hours was: Dry . a Oepth to caving when checked: @ 3 nours was: 9.6' �ELEV I SOIL SYMBOLS MC LL Pl. PI -200 0.0 HAN� UNCON. j SAMPI.ER SYMBOLS DESCRIPTION � OEPTHI APO FIEID TEST.DATA ; x X Y pCf PEN. t3f STR. tsf � 680 - _ � -0 - "' ;+ � e�s— Hard dark brown CLAY w/ a.5 _- rock fragments (FILL) (CH) ; - � � Hard dark� �b�row�n CLAY� � � � 4�5++ a _' (CH) . a.s++ ....... a 5�0--5 w — Fi�rm �ten��we�ath�ered� - — calcareous SHALE w/ hard , — limestone layers, fractured - + 4.S+a � - SO �� . � � � . � • iH � Completion �epth: 10.0' a PLATF NQ: 58 TERRA-MAR, INC. � LOG �F B�RING BOAING B-56 Bvring:B-56 Date: 6-23-90 Pro�ect No: DE90-051 Project: Southside II Water Main - Ft. Worth, TX. Elev: 674.0 Location: Contract I Station 19+00 Oepth to water at completion of boring: Ory Depth to water when checked: @ 24 hours was: Dry Oepth to caving when checked: @ 24 hours was: 10.5' IELEV SOIL 5YM80LS MC L� PL PI -200 D.0 NAND UNCON. � SAMPLER SYMBO�S DE$CRIPTION � OEPTH APD FIELD TEST DATA I X Y % Y pCf PEN. tsf STR. t5f 675 — I —0 � Verji� stiff ��to�liar�d��dark�� a.s++ — brown to brown CLAY w/ _ calcareous nodules ' 4.Sf+ s7o — (CH) a 2 —5 .. . I-lard � �tan � we�atFi�ered� � — �IMESTONE w/ weather�d _ calcareous shale layers, fractured 665 — 50/2.1 50/f.8 — 10 Completion Depth: 10.5' PLATE N0: 59 a LOG OF BORING BORING B-57 0 Boring:B-57 Date: 6-23-90 Pro�ect No: OE90-051 Project: Southside II water Main - Ft. worth. TX. 0 Elev: 669.1 �ocation: Contract I Station 14+00 Depth to water at completion of boring: Ory Depth to water wnen checked: & 24 hours was: Dry " � Depth to caving when checked: @ 24 hours was: 10.B' ELEV SOIL SYMBOLS MC LL Pl PI -200 D.D HAND UNCON. � � SAMPLER SYMBOLS OESCRIPT ION . � OEPTH At�D FIELD TEST OATA S Y S Y pCf PEN. t5f S7R. t3f , 670 — � '-'0 Very �st i f f to herd� �d�erk �� +.s++ �— brown to brown CLAY w/ calcareous nodules 665-- -numerous calcareous �5 nodules below 4' (CH) � ... ... . I-lard � �tan we�ath�ere�d � LIMESToNE w/ weathered � calcareous shale layers, fractured 6601 50/1.8 �- :0 50/2 . 0 a.s.+ 3.6 � � � 0 �I Completion Oepth: 10.5' PLATE N0: 60 TEFIRA—MAR, I NC . �I � �; � � � � � 1 � � � � � 1 D D � D D � � � LOG �F BORING 80RING B-5B Bor_�g:B-58 Date:' 6-23-90 Pro7ect No: OE90-051 Proj�ct: Southside II Water Main - Ft. Worth, TX. Elev: 665.7 Location: Cvntract I Station 9+70 Oept� to water at completion •of boring: Dry Oept� to water when checked: @ 24 hour� was: 7.5' Deptn to caving when checked: @ 24 hours was: 8.3' ELEV I SOIL SYMBOLS MC LL Pl PI -200 0.0. HANO UNCON. I SAMPLER SYMBOIS DESCRIPTION I I DE'rTHI APD FIELO TEST DATA X Y X Y ptf PEN. tsf STR, tsf 670 — I _ I —0 Verji ..st i�f f��to ��hiar�d c1a'rk....... a.s•� ses—_ brown CLAY w/ calcareous - nodules - 4.5+ - 26 57 20 37 98 2.8 1.8 -5 660 - _ I - (CH) „ Hara �tan we�atn�erea �- � LIMESTONE w/ weatner�a -_ calcareous shale lay rs, _ fractured 4 5, — io i 5+ater Cnecketl 0 24 haurs Comp==tion Oepth: 10.5' PLATE NQ: 6: TERRA-MAR. INC. �■ LOG �F BORING a � BORING B-59 Boring:B-59 Date: 6-25-90 Pro�ect No: DE90-051 a Project: Southside II water Main - Ft. Worth, TX. Elev: 671.6 Location: Contract I Station 5+40 Depth to water at completion of boring: Dry a Depth to water when checked: @ 3 hours was: Dry Depth to caving when checked: @ 3 hours was: 15.0' � IELEV S MPLER SY 80LS OESCRIPTION Mc �� Pl PI -200 0.0. NANO UNGON. � DEPTH , APD FIELD TEST OATA x Y X Y pCf PEN. tsf STR. ts� r 675 - � � .. . .. . � �� -� Hard �dark� b�rown� �CLAY w/� 4 5;t �- broken limestone � sand 6�0 - 1 a y e r s a 5++ ;� - (FILU (CU ...... . .. .. 3.9 -_5 Hard��tan �we�athere�d � _ LIMESToNE w/ weathered � ses- calcareous shale layers, = fractured � - 50/!.0 ' _ - SO 50/0. 8 � 660 - ' S0/0.8 � - 50/0.5 -15 � , � � Completion Oepth: 15.0' . � � � , O PLATE N0: 62�j Tcoop-�..toR INC . Sd � D _ p�eqe�d: [� Symbol: Oescription: Symbol: ❑escription: u � � � L+�J � �si � �■J � � � LJ l�l � Clay Sand 4Veathered l.imestone — _ Shale �� Standard penetration 5i6 test. N blows for 12 inches. Undisturbed thin wall Shelby tuDe THO Cane Pene- trometer. 100 blaws for N inches. water level at completion 1 of boring r�otes: Silt � � GraveI • � Unweathered L.imestone Pavement Rock Core Sarnple. Bulk sample taken from auger flights. Water measured at _� time indicated Depth at which boring c3ved i. Exploratory borings were drilled on dates indicated using truck mounted drilling equiprnent 2. water level observations are noted on boring logs. 3. Results of tests conducted on samples recovered are reported on the boring logs. Abbreviations useci are: OQ = natural Ory density fpcf) LL = Liquid limit (X) MC = natural moisture content (X) PL = Plastic limit (X) Uncon.= unconf]ned compress�on (tsf) PI = Plast�city index Hand pen.= hand penetrorneter (tsf) -200 = Percent passing /�200 4. Rock Cares Recovery = sum of care somple recavered divided by lengtn of run, expressetl as percentage. R�0 (Rock Quality Designation) = sum of core sample recovery a" or greater in length divided by the run, expressed as percentage. _ . . .. �_..„ „�. DI eTF N(1• F� � i � GRAIN.SIZE DISTRI�BUTION TEST REPORT a � < << .-. N w .. w -�+ -+ �+ \ w f fY m O O O O P O lOO � �\ �\ .� w N .� � ^ N �p nf c� -+ m nf �. a a a a� a a � 90 I : . � . . � . ` . � I � : : . . . � � : � 80 I . . . . . . 70 I . . . 1� : . � � . . ¢ . � . � � w . . � . �60, � —: . . . : ' . . ' � z 50 w U w 40 a 30 20 � 10 I � i o� 200 10Q TeSt %+75mm • 1 0.0 10.0 X GRAVEL 33.3 � � 0 i.Q O.i GFIAIN SIZE - mm X SAND 33.1 LL PI �85 �60 �50 • 14.96 .�.05 1.36 MATERIAL DESCRIPTIaN • See Remarks for Material Description Pro j ec t No .: C}E90051 Project: Southside II • Location: Boring B-9. 6.0'-7.5' , Date: 5-17-90 GRAIN SIZE DISTRIBUTION TEST REPORT TERRA-MAR. INC. �30 �15 .' O 0 � '0� ___ . � � 0.01 0.00: � SILT � X CL:.'! � 33.6 � Oip C� C� � � USCS AASHTO � SC Remarks; � Medium dense yellawish a browr clayey gravelly fine �o coarse SAND a �igu-= No. 64 � � � � D � � � � � � � � � � � � � � � GRAIN SIZE DISTRIBUTION TEST REPORT � � � ��N �+ . � � .C+ � �-�. v N m O O O O Q O 1 O 0 t'� f�1 N �+ f`�1 � R\1 i i i i i i . i . . . . . 1 90 e� : � . : . . �o � . : � . . � _ .� .� � � � � � . . w , . . , . H60' : . . � ; . . � � � . . � . � - zSG� . . . . . : � . w � � U • ' � . - W4C' • ' � d . . . � 3C � . . � . . � 2C . � . � : . : . . . 1: . . . � � � � . . , . . iI . � . - ( � ; � . . „ c�J 200 10.0 1.0 0.1 0.01 O.00J: GRAIN SIZE - '�m Tes= �+75-� % GRAvEL I X SAND I � SILT �% CLAY I • 2 0.0 36.8 37.7 25.5 � . I � ; I 1 -- PI d85 i �60 �50 �30 �15 � �10 �c �u • 14.04 3.91 1.83 0.311 I MATERIAL DESCRIPTIaN • S2= �emarks for Material DesCription Pro j=:. t No .: OE90051 Proje:t: Southside II • Lo��tion: Boring 8-23, 4.0'-6.0' Dats: 5-i7-90 G�AIN SIZE DISTRIBUTIQN TEST REPORT TFRAA—MAR_ INC. i USCS AASHTO SC ' Remarks: Medium dense yeliawish brown clayey gravelly fine to coarse SANO Figure No. 55 I 1 .a I Sotl/Rock II Submerged sotl. both f 1 l 1 d�. natural (S�tff to hard GLAY ( natural sot l ) IFt11 Sotl IGranutar Sotl tiard weathered 3. fractured L[MESTONE w/ shale layers Moderately ftrm to ftrm weathered SHALE d� fractured gray SHALE Very ftrm unweathered dc unfractured �ray SHALE Hard to very hard Iight grey unweathered LIMESTONE (unfractured. comPetent rock ) , � � � � ........: ............ NOTE: Recommended sloPe rattos may be sub ect to reduced stabtlfty under �he influence of $round water or saturatton by ratn. DES�-051 7ERR/� - I�Ii1R REG4MMENDED SLOPE RAT[OS a Short Term Lon� Term Beddin$ � ( Under 24 hours ) ( Over 4 hours ) Cut H I V �I H � V �I Z( f t) I a 1 Yz 1 2 ; i I 0 I 0 1 l I l � 1 2� � a t t I iyt ; t I o � ' > > 1 ] 1 l 1/2 1 0 , i l 1 1 1 0 , � � � � ° a I 1 2� . I ' - � I 1 z• I � a � 1 3!4 ' � 1 N/A � a ........... � 0 0 a a �a • Maxtmum beddtnQ cut a for trench excgvattons l2 feet or less. Beddtn� � cuts at dePths tn excess of ]2 feet wtll requtre benching or shortng. RECOMMENDED SLOPE RATIOS a PL�TE 66 � =r� � � _'J J � � � � � � Cround Sur f ace �— •�•��i�,li�•i'a•i�ro•i��i��i�v•�•i�v��•i�' H/4 s � � H I � H/Z � s I Excavatton ' Boltom — H/4 � , ��i��i ��i�v ��i�,�i ��i�v �� i� �i Qh = k r H D D D � � �k � � �k � DE90-051 TERRA - I�tAR Where: Q,,= Lateral Earth Pressure. Psf. t'= Saturated Untt Wetght of Sotl. Use 130 Pcf for Clays. Use 135 pcf for Ltmestone & Shale. H= Hetght of excavatton or dePth to comPete�t llght gray unweathered and unfractured ltmestone. ft. k = Earth Pressure Goefftctent. Use 4.3 for Clays. Weathered Shale d� Weathered Ltmestone. Use 0.2 for Gray Shale h Fractured Grsy Ltmestone. Shortng not re9utred tn gray unweathered � unfractu�ed ltmestone (comPelent rock). NOTES: 1) If water ts not allowed to dratn from behtnd bractng. full hydrostattc Pressure must be constdered. 2) Surchar$e loads end trafflc live loads. if Present, must also be constdered. LATERAL EARTH PRESSURE FOR [NTERNALLY BRACED EXGAVATION !N CLAY OR ROCK PLATE 67 � � �Ground Surface �— � ��•i ��i�1 i �v��i ��i �v�� •i��•i �v�e�i �� H/4 . . s � N � i � Excavatton ! Bot tom�, i , i ��i��i ��•i�v ��i��i ��i��i ��, �� Qh = k r H 3H/4 �_ Where: Q,,= Lateral Earth Pressure. Psf. ' k= Earth Pressure Coefftctent. Use 0.3. 1'= Saturated Untt We1�ht of Sotl. Use 130 Pcf. H= Hetght of Excavatton. ft. NOTES: l) [f water 1s not aliowed t� dratn from behtnd brac�ng. fu11 fiydrostatic Pressure must be constdered. 2) Surchar$e loads and trafftc Itve loads. tf present, must also be constdered. DE90-051 TERRA • t�(AR LATERAL EARTH PRESSURE FOR 1NTERNALLY BRACED EXGAVAT[ON IN CLAY OVER CRANULAR SOIL ��nrE ss � • . D D � D D D D D a D- D D � 0 D 0 a a- �� : — ConwltlnQ Enqineers � Geotethnka! � Envlro�rnentsl � Constrtxtlon Materials TesUng - - OIIILLAS � iORT WORTN � HOIJi1�DN � /11JSTIN September 4, 1990 � Report No. DE90051B Carter & Burgess, Znc. ' 1100 Macon Street � Fort Worth, Texas 76102 ATTN: Mr. D.•J. Brouwer, P.E. RE: allowable Soil Bearing Pressures For Thrust Block Design Southside II Water Main Ft. Worth, Texas Gentlemen: At the request of Mr. D. J. Brouwer of Carter & Burgess (CBI), Terra-Mar (TMI) is pleased to submit the following allowable soil bearing pressures that should be used in the design of thrust blocks for the above referenced project. These allowable pressures were determined utilizing� information contained in TMI report No. DE90-OSlA from borings drilled nearest to the locations of the proposed thrust blocks. The station of each thrust block along with the depth to flow line were provided by CBI. It is planned to construct thrust�blocks at numerous locations along the proposed water main. It is understood that vertical bends are to ranqe between 5 to �0 degrees and the horizontal bends will range between 30 to 90 degrees. The thrust blocks will bear against undisturbed natural soil or rock. Utilizinq the information provided by �CBI, t,he recommended allowable soil bearing pressures are as follows. station 4+g7 5+26 9+70 43+55 43+88 (V) 43+88 (H) 45+58 87+52 90+05 91+20 91+48 Contract Depth to Fiow Line One fft.) 10.9 17.4 8.4 9.0 15.8 15.8 15.5 8.9 14.1 16.7 9.3 5,000 6,000 4,000 4,000 6,000 6,000 6,000 4,000 4,000 4,000 4,000 (psf� R�CEiVEQ CART�R & BURGESS,IR�. SEP 6 - lggp .�ab No $go 331�o I F u„�.,...,.,,.��...,�..,��. �.�.,_,:.�..� Allowable Soil Bearin4 Pressure i D �� i�� D � ,J .� � � i� �'J � � C � Li' CI' CI� l�.' �-� Station 94+56 (V) 94+56 (H) 95+51 (V) 95+51 (H) 97+03 113+00 113+20 114+10 114+65 115+31 130+62 170+05 170+30 173+02 174+75 175+70 175+91 tat 1+23 1+31 18+10 20+40 29+90 31+24 41+90 42+20 42+49 56+07 57+38 77+25 77+68 85+00 85+30 96+29 96+48 (V) 96+48 {H) 98+17 110+80 Contract one Depth to Flow I�ine f ft . ) 11.5 11.5 24.1 24.1 14.1 9.5 13.8 16.0 18.0 8.0 11.0 9.3 14.0 9.0 14.7 16.5 12.5 Contract Two Depth to Flow Line (ft.l 12.7 10.0 12.6 11.5 8.4 10.6 14.6 14.8 9.3 8.8 9.7 15.6 8.0 14.5 8.7 8.4 12 .1 12. 1 14.2 7.0 Allowable Soil Bearinc Pressure (osg�, 5,000 5,000 7,000 7,000 5,000 4,000 4,000 4,000 4,000 4,000 5,000 4,000 6,000 4,000 5,000 5,000 4,000 Allowable Soil Bearina Pressure fnsf) 4,000 4,000 5,000 5,000 4,000 4,000 5,000 5,000 4,000 5,000 5,000 5,000 4,000 5,000 4,000 4,000 4,000 4,000 4,000 4,000 Note: Allowable lateral bearing pressures assume concrete thrust block in direct contact with undisturbed clay soils or rock. Lateral resistance should not be counted on within the upper four (4) feet since this upper soil zone will be subject to seasonal shrinkage and swelling. n (�Report\DE900518) U � � � �' �� The vertical component of thrust must be resisted by the weiqht of the concrete and soil above the pipe. Due to the presence of high qround water levels in this area, the submerged.unit weight of soil and concrete should be used (62 pcf and 88 pcf respectively). . 0 Zt should be specified that the trench be shored within 15 feet of the thrust block so that a vertical trench cut of minimum width can be made. The backfilled portion of the trench should � not be counted on for lateral (passive) resistance. It should also be specified that the design engineer be contacted prior to concrete placement within the thrust block to verify compliance with the specifications and to verify that the proper lateral � penetration into the undisturbed clay soils or rock has been achieved (as assumed for design). D �� We appreciate the opportunity to be of service on this project. If you have any questions concerning this report, please do not hesitate to call. � Sincerely, TERRA-MAR, INC. � G• � L�� Robert E. Doss, P.E. Project Engineer u �".� � � �� L�1 � C�I C RED:MJF:dew �rn.� �• ��--�-� Mark. J. Farrow, P.E. Senior Geotechnical Engineer (\Report�DE900518) 3 0 � � *1 � � J � J J � •l � � J � � � � APPENDIX B Union Pacific Railroad Crossing Permit Notice of Proposed Installation Utility Line on Controlled Access Highway-TxDOT � � � SUPPAGRDOC 980220 Form Approved, AVP-Law � SUPPLEMENTAL AGREEMENT Folder No:01364-23 Audit No: 155861 a TT�S SUPPLEMENTAL AGREEMENT is made as of the day of , � 19___, between U1�TION PACIFIC RAILROAD COMPANY, a Delaware corporation, (hereinafter the "Licensor'� and FORT WORTH, TEXAS, CITY OF, a Texas corporation, with a mailing address at Water Dep�, P. O. Box 870, Fort Worthy Texas 76101(hereinafter the `2icensee'�. ' aRECITALS: D By instrument dated 7une 5, 1991, the parties hereto, or their predecessors in interest (if any), entered into an agreement (herein the `Basic Agreement'�, identified as Audit No. 15586I, covering a 36" potable water crossing and 250' encroachment at or near Ft Worth, Tarrant County, Texas. J J � � � � � � � J II The parties now desire to modify the Basic Agreement by constructing and maintaining a 57 1/2" potable water pipeline cmassing and encr. AGREEMENT: NOW, THEREFORE, IT IS AGREED by and be�ween the parties hereto as follows: SECTION 1- SUBSTITUTION OF PRINT The print dated June 1, 1999, attached hereto as Exlubit'A', shall be and hereby is substituted for the print dated September 28, 1990 attached to the Basic Agreement, and from and after the effective date herein whenever the term Pipeline is used in the Basic Agreement, or any amendment or supplement thereto (if any), such reference shall be deemed to refer to the pipeline as shown on Exhibit'A', hereto attached. SECTION 2- INDEFI1vITE EXTENSION OF BASIC AGREEMENT Effective June 1, 1999, the Basic Agreement is hereby indefinitely extended and shall continue in full force and effect until terminated as provided in the Basic Agreement. SECTION 3 - ONE-TIME PAYMENT. Upon execution and delivery of this Supplemental Agreement, the Licensee shall pay to the Licensor a one-time fee of THREE THOUSAND SIX HUNDRED SEVENTY-ONE DOLLARS ($3,671.00). SECTION 4 - SPECIAL PROVISIONS None J � � � � ' � M � � � 1 � 1 � � 1 � 1 1 SECTION 5 - EFFECTIVE DATE . This Supplementat Agreement shall be effective as of 7une 1,1999. � SECTION 6 - AGREEMENT SUPPLEMENT. Nothing in this Supplemental Agreement shall be construed as amending or modifying the Basic Agreement unless specifically provided herein. IN WITIVESS WHEREOF, the parties have executed this Supplemental Agreement as of the day and yeaz first written. UNiON PACIFIC RAILROAD COMPANY By: Contracts Representative WITNESS X FORT WORTH, TEXAS, CI�Y OF X Title � � � � � � � I � � I � PI.ACE ARROW I ND [ CAT [ t3G NORTH DIRECTION RELATIYE TO CROSSING � .,; m :��¢``/ Q� � ��.�� y�`"�p2 NC �v� - -�� 8 •� I � 50 F7. �� 0 ¢J I 'I ' ENC�I�� N�N-�I,A\l�Il�A��I,� �II��L�NE �R�SSING NOTE: ALL AVAILABIE DIMENS[ON5 MUST BE SCALE FILLED IN TO PROCESS TH[S APPLICATION. -- Q� -- '�� 2`'a N 1285 F'[, _ 35 FT. �v°v� ' : - e80 FT, v h �. (SEE NOTE 3 8 5) (SF.E�E 3�8 5) ? Burleson � � s� 91 s 02' • 00" - �— ro 0 (NEAREST RR TOWNI �V�1 � ��1p�N TRACK I!�NW.E OF CROSSINCj I I I I ly I I I I I I J I I I �'I I I� I�f Q� 4 � CL Bowi.e Street � Morni.nqs�.de�-. 0 ��t�� (OESCRIBE F[%ED OBJECT) OESfR18E FI%EO 08JEC7 `�`� �� v= • ( SEE NO7E 6) ( SEE NOiE 5) y Q� 1,1� ID[S7ANCE AIONG TR��'�,1 $ECTION LINE CROSSINC) � �� otiti ?� `� ��y �� (NOTE: TMIS OIMENSION RE UIRED IN ALL GSES. 'jI� � - A7 IOCAti0N5 NOT USING SECTfONS� DISTANCE 1 TO � LECAI SU(iVEY IINE IS REOUlREO) I /' NR'S R/M 0 � � = 50 Fr. :�..50 ar. _�_ � Fr. : s � MIN. 0f57 I I 5{pIFaA fi � ISee Hots 2) — � r . � r IY � '— � f5L6WiA0E ( } xu�uutu I I � � Fr. � 8 (4.5 F7 MlN.) I _ _ _ _FT= — (20�F7. MAX.) 9 FT. SEA ��SINC �f! GSIWG PIPE, ( S�e Note A) ( 3 FT� MI; �--f-� SEAL CASING Q � ) ' _ I— . - j--- � -- � _�� ____--i �----{--�—�waaitnvire __\�—� n �/ . \ O � � � I �� / � � � � / 2 " IS FT.--►� 5 f T: _ � 3 FT. ; = 37 Fr. FOpMULA TO fICURE CAStNC LENGTH WITH ANGLE OF CROSSING OTHER THAN 90� e ��+ !G S 1 N ��' b`� g ♦ `�ti� MIN. D15T. (NOTE 2) TR11CR ( _ 110vr. - I � , 110vr. . . NOTES : (CASiNC LENGTH NNEN AIEASURED 4LONC PIPELINE.) I) ALL NO(1120NTA1. �ISTANCES TO BH MIEASUREp IT RIGMT ANGLES fR011 R OF TR�CK. 21 CASINC TO E%TEND BEYONO TNE L Of TRACIC A7 RIQIT MICLES TME CREATER OF 20 20 FT.� OR 30 FT.. MD OEYOND l[YIT Oi RAtlROJ1D RICHi-OF-MAY 1F NECESSAR7 TO PRDVIDi OROPER LENCTN OUTSIOE DF TRACR. 37 MINIIAAN OF 50' FROM TNf ENQ OF ANY RA1lR0AD ER10CE. E OF RNY CULYERT� OR FNOM .WY SNITCHINC ANEA. D �) SIGNAI Rf►WESQlTATIVE 61U5T BE PRESENi plA1ING INSTALUiION IP WAILRO�D SlGNALS �RE fN THE YICIMITY OF tA055ING. S) ALL011'ABLE FI%EO 08JECT5 INCLUDE. BACKIIAI.LS OF BR10CE5� 4 0� ROAO CROSSINGS 0 OVfRXEAO VIAOUCTS (61VE ROAD NAYE1� OR CUIYfRTi 6! CASINC AND CARRIER PIPE MlST BE PlACEO A MfNlMIY OF 2 FEET BEIOR TME EXISTINC FI6E11 OPTIC CABLE. ANY EXCAVA71011 REDIIIRED 7117NIN S FEET Of TIIE EXISTING F(8ER OPTiC CAOLE WSi 8E MANO DUC. � � � � A) I S P l PEL 1 NE CROSS I NG W I TH 1 N DED I CATED STREET ? YES� X N0� ��I�I�. »�» B1 IF YES� NAME Of STREET IFOR MIL0.0A0 USE ONLT/ D) D(STRIBUT[ON L1NE OR TRANSM[SSION L[NE X cr CARRIER PIPE : UNION PACIFIC RAILROAO C0. COMM00 [ TY TO BE CONV,f�Y�N �t�J�-e W3tPS OPERAT [ NG PRES � � P51 �� . �' � WALL THICKNE55�� ;DIAMETER S7—� 2Iv1ATERIA�Stee1= � I� �w ivlsiaki u � El CASING PIPE : M. P E. S. .�7�Ot WAIL THICKNE553�4�� ;01AMETER66��ID �MATERIA�St��- ; �� NOTE :CASING MUST HAVE 2" CLEARANCE BETWEEN GREATEST IENCASED �D21,%9P. CROSSING AT OUTS[OE D(AMETER Of CARRIER PIPE ANQ INTERIOR DIAMETER OF � ,/ CASING PIPE. WHEN FURN[SHING DIMENSIONS� G]VE OUTSIDE OF I�r•f' GC.1.^/'7� !�/`4n� T,�" CARR 1 ER P I PE AND I NS [ DE OF CAS ( NG P[ PE. I xE�NEST C1iT1 T''— � co�»T„ � sr.rr� F) METH00 Of 1NSTALLING CASINC P1PE UNDER TRACK(5): � X DRY 80RE AND JACK ( WET BORE NOT PERMITTED) � • lAPPLI ,� _�_ TUNNEL ; OTHER dry bore or tunnel I RR F I�. N0. L3 ��' �3 DAT E'� `�?� G) WILL CONSTRUCTION 8E BY AN OUTSIOE CONTRAC70R? _�YES;—N0; H) O15TANCE FROM CENTER LINE OF TRACK TO NEAR FACE �bF BOR L� J��AN D W A R N t N G JACK[NG P[TS WHEN MEASURED AT R1GHT ANGLES TO TRACK 1) APPLICANT HAS CONTACTED I-800-336-9I93, f30' "'�"-) IN A�L OCCASIONS� LL P. COM1.lN11CATI0N5 U. P. COMMUN 1 CAT [ON DE?ARTMENT, AND HAS DETERMI NED F I BER DEPARTMENT AU57 BE CONTACTED IN AOVANCE OPT I C CABIE_�_ DOES ; p0E5 NOT EX 15T 1 N V I C I N I TY OF OF ANY IIOAK TO OETEflL11NE E%3SiENCE AND IOCATION OF FIBER OPTIC CGBIE. WORK TO BE PERFORMED . TICKET N0. �Q.�j.�+� PHONE t I-800-33fr4193 FORM �R-0404-8 REV. 5- I S- 98 RR' = R/M ToF't• Wo�th� fNEAREST R.R. TOwNI I I I I FT. �_. STEEL CASING WALL THICKNESS CHART MINIMUM DIAMETER OF THICKNE55 CASINC PIPE .2500' i/4" 12' OR LE55 .3125" 5/16' OVER 12'-i8' .3750" 3/8" OVER 16"-22" .43T5' 7/16' OVER 22'-28' .5000' I/2" OVER 28"-34' .5625" 9/16' OVER 34'-42' .6250' 5/8" OVER 42'-48^ OYER 4B" M115T 8E APPROVED BY R. R. C0. NOTE: THIS CHpRT IS ON�Y FOR SLOOTH STEEL CASING PIPES wITN MINtMUu rIELD STRENGTH OF 35� 000 P51. -J 5 6 .�� --c� D�^. 1 1 � � 9 6 Z � 19 16 � .._..._.---•-••� D � �' M t0 ROAN01cE ��.. •.�..�..�.. �.. �y. �• W � � Z� 19 �8 '� � - . ' A�E. �w - � )• 5�, � ST L�V� X. �� paEss� .�- �_g0• �4� _ ', w - w - f . �� --.,.._...�.._.._.._..._.._ No.4s,-r ' i Tr�c.,. °' � � r- TO FT.IIORy T}I` u�i �..�.......i..�..�..�..�..� � . 22 `= ��/ 2� / 20 / � 19 �' 18 / � 1� 5p' / � � /. . � / • • �� • �IS / /� / � ' 2 � ,- ,- ,- ,- ,- ,- ,, . ,- ,- NOTE BEFORE YOU BECN ANY �ORK, SEE AGREEMENT FOR F�EA OPTIC PROVISIONS. 'A' 6iAI��iOAD COi1�ANY FT. WORTH. TARRANT CO.. TEXAS I�.F'. 248.43 - MKT FT. WORTH SUB. � TO ACCOMPANY AGREEMENT WITH THE CITY /� OF FORT WORTH COVERINC AN UNpERGROUND ' WATER PIPELINE CROSSING ANO ENCROACHMENT. / � / / F � / /� . � / � /� / . / SCALE: I' = 100' OFFfCE OF DIRECTOR CONTRACTS & REAL ESTATE OMAHA. NEBRASKA S�E�ria90 fN��f99 JDC FILE: Txt36423 s L � � � 0� � � � O U.G.IMATER LINE ON R,O.W. SHOIYN.... —W.� _.w.. MPRRCO. R/W OUTLINED .................._� � _ � D.� � � r� DF�rm 1082 (Rev.9-93) �iousversion(s) are obsolete.) ��.�� r�� .��.�� J'�� ,a�� CQ��a�e� A��ss �g��a� To the.Texas'I�ansportatiou Commt�.Gion � Dc/o District Engineer Tegas Department of Transportation Fort Worth, Tarrant .�Ctyre�as � � . By (Print) Gobau �� . E . Signature _ , �� _ ,�� . � �- r.,, Tiile Pro ' ct Manager Formalnotice is herebp giveathat the � Ci ty� of Fort Worth Companpproposestoplacea 48=incY� Water Main (PW77-UbU7 /U� 4UUtiU, llU� — ULb /) . �line�withintheright-of-Wapof Interstate Hiqhway 35w� TArrant Countp, Texas as follows: (give Iocation, length, general design, etc.) � D � Froposed Southside II Water Main (PW77 - 060770140080, DOE - 0267) will be '�connecting in. the west right-of-way at the intersection of Interstate Highway 35W and Bolt Street. Approximately 4 feet north of the south cuzb Iine of Bolt Street. The 48" Water Main will � be infringing approximately 10 feet into the west right-of-way line of Interstate Highway 35W. ' At Sta. 1+00 the existing 48" plug and concrete blocking will be removed and the proposed 48" water main will be connected (approx. 13' deep at the proposed centerline of the 48" waterline). _ For details of the proposed 48" water maui, see the enclosed plans. The� Iine will be construcied and maintained on the highway riglit-of-way as showa on the attached' drawing axsd in ccorda.nc� with the rules, �regulations� and policies af the Tezas Department of Z�ansportation (TzDO'I�, and a11 verning.laws, including but not limited to the "Federal Clean Water �Act," the "Federal Endangered Species Act,"� and "Federai Aistoric Preservatioa Act." Upon raquest by TaDOT, proof of compliance with all governing laws, rules, aad • �lations will be submittec� to TsDOT before commencament of construction. . � . � � � , � . � ium wilI use Best 1Vlaaagement Practices to T*i�n�m��e erosion and sedimentation� resulting from ihe propaseci installation, and we will revegetate the project area as indicated under "Revegetation Special �'rovisions." � �ur iirm will insure that traffic control measures complying with �applica.ble�portions of the Texas Manual of Uniforna Traffic Control Devicas will be installed and nnaintained for the duration of this. installation. . . �he Iocaiion and description of the prnposed line and appurtenances is more fullp shown bp � sets of dra.wings attached to this notice. . . . . �onstructioa of this liae will begin on or af�er the 1 s t day of Apr i 1 ,19 9 9 complete By signing beIowr I certifp that I am authorized to �represent the Firm list�� below, and that the Firm agress to the �anditions/provisions incIuded in this permit. � � . Firm � Ci tv of Fort � Worth � �� a � t � � -, ._.... --- � Address 1000 Throckmorton • � • Date 1 /28/99 Fort Worth, TX 76102 PhaneNo. ( 81 7 ) 871 -8243 �� Form lOS2 (Rev. 09-93) (Previous Versions Obsolete) . To: APPROVAL Hwy. No. Beg.RM Offset En3RM Maintenance Section No. .. a � � a Offset C,oiuitt� Date e artment of Trans ortation xD0 offers no ob'ection to the Iocation on e ri t-of-wa of our ro � os� The Texas D P P iT � ] � �h Y Y P P �line as shown by accompanying drawings�and notice dated excep� as noted below. � � Your attention is directed to governing laws, especially to Arzicle b674w-1, Vernon's Annotated Civil Statutes of Texas,.pertaini.n� to �Conuol of Access. Access for serving this installation shall be limited to access via .(a) frontage roads where provided, (b) nearby or. adjacent public roaQs or streets, (c) trails .along.or near zhe highway right-of-way lines, connecting only to an intersectin rbad; from any one or alI of which entry may be made to the outer portion of the highway�right-of-way for narmal service an� maintenance operatiosts., The Owner's rights of access to the through-uaffic roadways and ramgs shall be subject to the same rules and regulations as appiy to the general public except, hawever, if an �emergency situation occurs and usual means of acc�ss fo normal service operations wiIl not permit the immediate action required by the Uu'lity Owner in maldng emergency repairs � required for the safety and welfare af the public,.the Utility Owners shall have a temporary right of access to and from the through�� traffic. roadways and ramps as necessary to accomplish �the required emergency repairs, provided 1�DOT is immediately noxified by the Utility Owner when such repairs are initiated and adequate .provision is made.by the Utility Owner for convenience an� safety of hi�hway uaffic. � , . . , . . - . . - . . , .. , . � . . 'It is expressly understood thaz �the 'IkDOT does �not purport, hereby, to grant any right, •claim; title, �or easement in or upon highway: and it is further understood that .the TxDOT .may�. require.�the owner to 'relocate thfs Iin'e, subject to provisions� goveming taws, by giving tturty (30) days written nouce. . .• , . . : . . . . • . . . . You are requested to notify this office prior to commencement of�any routine �of periodic maintenance �which requires prunin of trees within the highway right-af-way, so that we may provide:specifications for the e;.tent and methods to govern in. trimm�g� topping, tree balance, �type of cuu, .painting cuis and clean up. These� specifications are intended to preserve oiu considerable investment in highway planting and beautification, by� reducing damage dne to trimming. � 0 The installation shall not damage any par[ of the hi,�hway and adequate pravisions musi be made to cause minimum incoaveniences to traffic and adjacent property owners, In the event the Owner fails to comply witii any or all of the.requirements as set fo herein, the State may take such action as it deems appropriate to compel compliance. � ,: � �o General Speeial Provisions: . � . � • Re��e;etation Sp�ial �rovisions: In order to muumize erosion and s�dimentation resulting from the proposed .installation, xh� project area will be revegetated . . � � ; '- � . . ❑ in accordance with TkDOTs Standard Specification Itein 164 which specifies the appropriate grass seed mix to be used, or ❑ as indicated on the attachmenL � � a Please notify forry-eight (48) hours prior to starting constrvction of the liz�e in order that we may have a representative present a . Texas Deparunent of Transportatioa By: . District Engineer—District No. � � � ■J � � � � � J � •J � � � � � ATTACHMENT "A" SCOPE OF SERVICES EDMONDS LANE PAVEMENT DISTRESS STUDYAND REPORT The scope of the project includes the engineering and geotechnical work required to complete the study and report of distressed pavement along Edmonds Lane from SH 121 to Round Grove Road (FM 3040) Pavement distress is defined as areas of cracking beyond the normal amount of random cracking that is normally experienced. Areas of distress include "spider cracking" or areas where cracks cross in a longitudinal and lateral direction dividing sawed pavement panels or slabs into relatively small sections. Distressed areas have not necessarily failed yet, but are likely to do so prematurely. A. SCOPE OF WORK The scope of services to be performed is as follows: 1. Data Collection (Note: Much of this information has been obtained) a. Obtain "as-built" paving plans for the Edmonds Lane paving project and for the median irrigation and landscape project. b. Obtain copies of all submittals, test reports and inspector reports pertaining to the Edmonds Lane paving project. c. Obtain copies of all correspondence between City and Contractor pertinent to the study. 2. Field Investigation a. b. c. d. Walk the street and mark all areas of pavement distress on the "as-built" plans. Show the extent of cracking by drawing actual location of pavement joints with crack locations superimposed. Locations will be determined by measuring from fixed objects such as median openings, inlets or manholes. Make color photographs from different angles of each area of pavement distress. Locate bore holes for geotechncial investigation. See Item No. 3 below. Note locations and extent of incidental failures such as sidewalk and inlet cracks or sidewalk settlement. 3. Geotechncial Study - Rone Engineers will perform the geotechnical investigation as a ^� subcontractor to Halff Associates. See proposal attached. J a. Obtain a total of 15 concrete corings (3 each at five locations). � b. Drill one boring at each of the distressed sections to a depth of 15 feet. c. Obtain samples for laboratory analysis d. BackfilUpatch cores and borings at completion of field work. � � A-1 e. Perform laboratory testing for concrete thickness, concrete strength, petrographic analysis of concrete, moisture content and soil identification, percent passing No. 200 sieve, liquid and plastic limit determinations, unit weight determinations, swell tests, and pH. f. Prepare an engineering report to address concrete thickness and properties, pavement subgrade thickness, pH and general stabilization quality, general soil and groundwater conditions, swell characteristics evaluation, comments on pavement quality versus project specifications. 4. Report Preparation a. Evaluate field data, project construction documentation, and geotechnical investigation to , determine the cause of pavement distress. b. Determine the probable extent of pavement distress and calculate the area of distressed concrete. c. Compare the condition of Edmonds Lane with at of Denton Tap Road, a nearby major thoroughfare of the same design that was comp�eted shortly after Edmonds Lane. d. Attached exhibits mcluding photographs, pro�ect construction documentation, and geotechnical report. e. Prepare six (6) copies of the report. f. Attend a maximum of two (2) meetings with City staff, Contractor, or others. B. SCHEDULE Work Items No. 1, 2, and 3 above will be completed within six (6) weeks of receipt of a written notice to proceed. Work Item No. 4, Report will be completed within eight (8) weeks of receipt of a written notice to proceed. A-2 D � LAST TRANSACTION REPORT FOR HP FAX-700 SERIES VERSION: 01.03 �AX NAME: HALFF ASSOCIATES.INC DATE: 03—JUN-99 AX NUMBER: 817 232 9784 TIME: 09:35 �DATE TIME RFMOTE FAX NAME AND NUMBER DURATION p� RF��l1�T DIACNOSTIG 3—JUN 09:33 S 8178344833 0:01:32 3 OK 66380010018C �,�,.ri�n�xxnnxxn�,�,.nxnr,.,��r,�,��,�*n��,��nnn�,�x,�x,.�,�xnnnnxx�.x�x�x��x��.,�x*xxnx��fi,�n�n�xxx�zx**x J S=FAX SENT I=POLL IN(FAX RECEIVED) O=POLLED OUT(FAX SENT> O PRINT THIS REPORT AUTOMATICALLY, SELECT AUTOMATIC REPORTS IN THE SETTINGS MENU. 0 PRINT MANUALLY, PRESS THE REPORT/SPACE BUTTON, THEN PRESS ENTER. � � � !'J � ,J � � � J � � '�� I:� I�II•.��7 * �u ��ii:� �. BASIS OF COMPENSATION FOR ENGINEERING SERVICES EDMONDS LANE PA VEMENT DISTRESS STUDYAND REPORTS The maximum not-to-exceed fee for the special services as described in Attachment "A" and the Professional Service Agreement (Items 2A, 2B, 2C, and 2D) will be $16,680, which includes printing, direct costs and computer charges normally associated with production of these services. The basis of compensation for Special Services shall be 2.38 times salary cost up to the maximum not-to-exceed fee. TASK DESCRiPTION FEE � Work Items No. l, 2, and 4- $5,850 Geotechncial Study (Rone) $10,950 TOTAL FEE $16,800 : City of Fort Worth, Texas �1✓I�Ayar Artd Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE $�24�99 **C-17609 30BOLT 1 of 2 SUBJECT AWARD OF CONTRACT TO S.J. LOUIS CONSTRUCTION, INC. FOR THE CONSTRUCTION OF SOUTHSIDE II WATER TRANSMISSION MAIN (SOUTHSIDE II PRESSURE PLANE) CONTRACT 2 FROM THE WEST SIDE OF INTERSTATE HIGHWAY 35W NEAR BOLT STREET TO LOWDEN STREET RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with S.J. Louis Construction, Inc. in the amount of $3,080,475.00 for the construction of Southside II Water Transmission Main (Southside II Pressure Plane) Contract 2 from the west side of Interstate Highway 35W near Bolt Street to Lowden Street. � DISCUSSION: The work to be performed under this contract consists of the installation of 8,810 linear feet of 48-inch water line; 5,400 linear feet of 8-inch water line; 345 linear feet of tunneled crossing; 5,400 square yards of concrete pavement; 21,000 square yards of asphalt pavement; four 48-inch gate valves; and 2,200 linear feet of water service line and appurtenances. The construction of this Southside II transmission main will improve the capability of feeding both the Southside and Holly pressure planes from Rolling Hills, as well as improving the efficiency and capacity of the existing pumps at the Rolling Hills high service pump station. The project was advertised for bid June 3 and 10, 1999. The following bids were received on July 1, 1999. BIDDER S.J. Louis Construction. Inc. Pate Brothers Construction, Inc. Circle "C" Construction Oscar Renda Constructing, Inc. Jackson Construction, Inc. Texas Sterling Construction, Inc. AMOUNT $3.080.475.00 3,138,248.95 3,234,398.00 3,600,356.00 3,934,753.00 4,065,414.00 TIME OF COMPLETION 310 Calendar Days S.J. Louis Construction, Inc., the low bidder, is in compliance with the City's M/WBE Ordinance by committing to 18% M/WBE participation. The City's goal on this project is 18%. This project is located in COUNCIL DISTRICT 9, Mapsco 91A, E and W. Funding in the amount of $231,000.00 for construction inspection and construction survey is necessary, as well as $154,024.00 for possible change orders. . � � :;� Ei :y City of For� Worth, Texas � �i✓I�A�ar At1d Caur�c�l �ammun�cAt�an � DATE REFERENCE NUMBER LOG NAME PAGE $�24�99 **C-17609 I � 30BOLT I 2�of 2 SUBJECT AWARD OF CONTRACT TO :°S.;1. LOUIS CONSTRUCTION, INC. FOR THE CONSTRUCTION OF SOUTHSID� II WATER TRANSMISSION MAIN (SOUTHSIDE II PRESSURE PLANE) CONTRAC�' 2 FROM THE WEST SIDE OF INTERS�°y4TE HIGHWAY 35W NEAR BOLT STREET TO LOWDEN STREET ' . � a FISCAL INFORMATION/CERTIFICATION: �; �'' � The Finance Director certifies that funds are ava�able in tFie current capital budget, as appropriated, of the Commercial Paper-Water Fund. ,; �i MG:j � 9 8 �I o� x •�� 1 . �+ � , �w � " ,� � s; a i � tk S a 9 � �� Submitted for City Manager's Oftice by: Mike Groomer 6140 Originating Department Head: A. Douglas Rademaker Additional Infordiation Contact: A. Douglas Rademaker 6157 6157 FUND � ACCOUNT`,I CENTER (to) 9 �! � (from) PW77 541200 � 060770140080 ;; ,� I�'u C�If1►b1 $3,080,475.00 � � i � � u ac CITY SECRETARY ,. AP�R�VED ciTY cou��i�� :� p,�� 1999 � �`��' �icretar9.ai tie� . f rort wdltn, aeRaq� �