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Home My WebLink About025175 - Construction-Related - Contract - Jackson Construction, Inc.GON S�CRETARY � � • ' � � �: D.C�.�, fil,E = ��'�11TRAC�R'S BO�D��Ca �1TRACT DOCUMENTS d.�i��T�!l�Ti�N'S COP'Y a� SPE(�'IFICATIONS �:z,��'�� ,Ri��T FOR �S-ay-Q� � C17Y SECRETARY �l�`J CONTRACT NO . � � / { � 1999 SANITARY SEWER MAIN 189R PARALLEL RELIEF & MAIN 129 REPLACEMENT PART 2 SEWER PROJECT NO. PS58-070580173510 D.O.E. PROJECT NO. 2053 CITY OF FORT WORTH, TEXAS l� C� n �_ �� l, . ti � G .� � 1 KENNETH BARR MAYOR BOB TERRELL CITY MANAGER LEE C. SRADLEY, JR., P.E. DIRECTOR, WATER DEPARTMENT HUGO A. MALANGA, P.E. DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E, DIRECTOR , DEPARTMENT OF ENGINEERING PREPARED BY & ASSO�IATE�� W�. ....,,z FORT WORTH, TEXAS May 1999 � �C�� a�QQ� �: ��bn �. , � � � a 0 � � � � .� � � a � ' II ' � � � � ' CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 1999 SANITARY SEWER MAIN 189R PARALLEL RELIEF & MAIN 129 REPLACEMENT PART 2 SEWER PROJECT NO. PS58-070580173510 D.O.E. PROJECT NO. 2053 CITY OF FORT WORTH, TEXAS r,�� . � � . �. BOB TERRELL CITY MANAGER LEE C. BRADLEY, JR., P.E. DIRECTOR, WATER DEPARTMENT HLTGO A. MALANGA, P.E. DIl2ECTOR OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E, DIRECTOR , DEPARTMENT OF ENGINEERING PREPARED B Y 1 � �1S�OSIAIES�II�_�. _ ��_,�.a�.i_r�rrr�� FORT WORTH, TEXAS May 1999 , � � � � � � � � a � � � � � U � a a a I' '� : ... . . . . . �, PART D PART E I' • �� •. � PART H TABLE OF CONTENTS Notice to Bidders Detailed Notice to Bidders Special Instructions to Bidders City of Fort Worth Minority/Women Business Enterprise � Specifications Proposal General Conditions Supplementary Conditions Special Conditions Additional Special Conditions State Revolving Fund (SRF) Requirements Specifications Easements Permits Certificate of Insurance Contractor Compliance with Worker's Compensation Law Bonds a. Payment Bond b. Performance Bond c. Maintenance Bond Contract Plans (Details) & Figures '� � � u �, � L'� L�J � � PART A- NOTICE TO BIDDERS DETAILED NOTICE TO BIDDERS a SPECIAL INSTRUCTIONS TO BIDDERS 0 �,l u C� � � �� L1 .�J � L�J L'J � � � l�l � L�J � �II � LJ u � NOTICE TO BIDDERS Sealed Proposals for the following: Sanitary Sewer Main 189R Parallel Relief & Main 129 Replacement � Part 2 Sewer Project No. PS58-070580173510 D.O.E. Project No. 2053 Including: The construction of 118 L.F. 8-Inch CL 51 DI Sanitary Sewer, 100 L.F. 8-Inch Sanitary Sewer By Other Than Open Cut, 10 L.F. 12-Inch PVC Sanitary Sewer, 14 L.F. 18-Inch PVC Sanitary Sewer, 341 L.F. 24-Inch PVC Sanitary Sewer, 406 L.F. 24-Inch CL 51 DI Sanitary Sewer, 73 L.F. 24-Inch By Other Than Open Cut, 85 L.F. 30-Inch CL 51 DI Sanitary Sewer, 13 Manholes, 9 Service Reconnects and 2 piers. 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., June 17, 1999, and then publicly opened and read aloud at 2:00 p.m. Drawings, Specifications and Contract Documents for this project may be obtained at the ofiice of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A forty dollar ($40.00) refundable deposit is required for the first set of documents and additional sets may be purchased for a non-refundable basis for forty dollars ($40.00). These documents contain additional information for prospective bidders. A pre-bid conference will be held June 7, 1999 in Engineering Conference Room �255A at 9:00 a.m. For additional information, contact Chris E. Brooks, P.E., at the offices of Wade & Associates, Inc., (817) 335-2879 or Dena Johnson, D.O.E. Project Manager at the City of Fort Worth, (817) 871-7866. Advertising Dates: May 20, 1999 May 27, 1999 Fort Worth, Texas �i � ��I �J 'J � L■J � DETA�LED NOTICE TO BIDDERS Sealed Proposals for the following: Sanitary Sewer Main 189R Parallel Relief & Main 129 Replacement Part 2 Sewer Project No. PS58-070580173510 D.O.E. Project No. 2053 Includin�: The construction of 118 L.F. 8-Inch CL 51 DI Sanitary Sewer, 100 L.F. 8-Inch � Sanitary Sewer By Other Than Open Cut, 10 L.F. 12-Inch PVC Sanitary Sewer, 14 L.F. 18-Inch PVC Sanitary Sewer, 341 L.F. 24-Inch PVC Sanitary Sewer, 406 L.F. 24-Inch CL 51 DI Sanitary Sewer, 73 L.F. 24-Inch By Other Than Open Cut, 85 L.F. 30-Inch CL 51 DI Sanitary Sewer, 13 Manholes, 9 Service Reconnects and 2 piers. Included in the above will be all other items of construction as outlined in the Drawings and Specifications. Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the n Purchasing Office until 1:30 p.m., June 17, 1999, and then publicly opened and read aloud at 2:00 p.m.. U Drawings, 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 dollar ($40.00) refundable deposit is required for the iirst set of documents and additional sets may be purchased on a non-refundable basis for forty dollars ($40.00). These documents contain additional information for prospective bidders. L�J �I I�� , ��1 D � � � �1 All bidders will be required to comply with provision 5159 of "Vernon's Annotated Civil Statutes" 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. A pre-bid conference will be held June 7, 1999 in Engineering Conference Room 255A at 9:00 a.m. AWARD OF CONTRACT: The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of sixty (60) days from the date bids are opened. The award of the contract, if made, will be within sixty (60) days after the opening of bids, but in no case will the award be made until all necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. � Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-8100. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders shall submit the complete speci�cations book or risk rejection of bid. In accord with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of Disadvantaged Enterprise in City contracts. A copy of the Ordinance can be � �,i 0 � I� l�l l�J L�J �� t■1 � � � f•'. C�' � �'�J ,'� ,�� obtained from the Office of the City Secretary. The Bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received by the contracting department no later than 5:00 PM, five (5) business days after 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 Contracting Department for this project is the Engineering Department. For additional information contact Chris Brooks, Wade & Associates, Inc., at (817) 335-2879, or Mrs. Dena Johnson, DOE Project Manager, at (817) 871-7866. Bob Terrell City Manager Advertisement Dates: May 20, 1999 , May 27, 1999 Fort Warth, Texas Gloria Pearson City Secretary Deparhnent of Engineering A. Douglas Rademaker, P.E., Director By: �� Rick Trice, P.E., Manager Consultant Services Division L■J �� !J SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) 1. PRE-QUALIFICATION REQUIREMENT: All contractors submitting bids are required to be pre- a qualified by the Fort Worth Water prior to submitting bids. This pre-qualification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem a necessary, [o the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a (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. a � a � � a � � l� a � � (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 the bids are to be received. (c) The Director of the Water Department shall be the sole judge as to the acceptability for quali�cation to bid on any Fort Worth Water Department project. (d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. (e) The City, in it's sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. (fl Any proposals submitted by a non-pre-qualified 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 pre-quali�cation. 2. BID SECURITY: A cashier's check or an acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (5%) of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (1/10) the total capital and surplus. BONDS: A performance bond and a payment bond each for one hundred percent (100%) of the contract price will be required, Reference C 3-3.7. 4. WAGE RATES: Not less than the prevailin� wage rates established by the City of Fort Worth, Texas, and as set forth in the Contract Documents must be paid on this project. A11�IBIGUITY: In the case of ambi�uity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. � a 6. a �. a � U U � � i � ' � ' � � ' ' � 8. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. NONRESIDENT BIDDER: 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 Sate of Texas, but exciudes a contractor whose ultimate parent company or majority owner has its principal place of business in the Sate 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. 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 nor any of its officers, members, agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, prob am participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the policy and will defend, indemnify, and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City azising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state, and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's andlor its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement, 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM,� and/or the GOOD FAITH EFFORT FORM, � � ("Documentation") as appropriate. The documentation must be 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 non-responsive. � Upon request, Contractor ab ees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment therefore. Co�tractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate [he actual work performed by an MBE and/or � WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such a 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. I� L�J �I U � I,I u �� 0 � � � C �� 0 ll� 1 , j� �r� i►. Cii�y of Fort Worth Minority and Women Business Enterprise Specifi�t�� '� ._ .ei:.,__„ �%�r�'ir SPECIAL INSTRUCTIONS FOR BID�E��, 22 P(1 1`-�0 APPLICATION OF POLICY if the total dollar value of the contract is �25,000 or more, the M/WBE goal is applicable. If the total doliarl value of the contract is less than $25,000, the M/VVBE goal is not appiicable. � tf ► POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minoriry/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. .► � MNVBE PROJECT GOALS ' The City's MBE/WBE goal on this project is 16 % 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. SUBMlTTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times ailocated, 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. 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 Offics at (817) 871-6104. .,i Rev. 6/2/98 /� City of Fort Worth Minority and Women 6usiness Enterprise Specifications ' " MBE/WBE UTILIZATION �ackson Construction, Inc. June 3. 1999 �^'ME COMPANY NAME BID DATE 1r in 189R Parallel Relief and Main 129 Replacement Part 2 PS58-070580173510 2..JJECT NAME PROJECT NUMBER ( fiY'S VI/�VI3E PROJECT GOAL: 1690 ATTACHMENT 1 A Page 1 of 2 M/WBE PERCENTr1GE ACAIEVED: 2% 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 � ng considered non-responsive to bid specifications. T'-� undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this s iedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications. �ompany Name, Contact Name, Address, and Telephone No. 1 Certified U ~ � � OD 0 U X 3 Z ~2 Y/M Materials ��: 0 .�� BoX �496 , _�___ _..._ ___._.� r��__ _ ,.,�, X Alvord, TX�76225 rudy Brown ;800)856=8�33 _ _ Specify All Contracting Scope of Work (*) Specify All Items to be Supplied{") Rock & Hauling T ; U i a ?' (n F- 1 Dollar Amount � $3,670.00 Abel Materials __ _ ,.., ... 4 ... ., ... .,.. _� �.O.Box 771 �_ . . _.� . ��b_ Ma,nsf_ie1d,TX 76063 X Sand � Janet Field �� Hauling 1 $6,000.00 ;817)473-1�282�� Ce,ntex Seeding�� 3312 Joyce ....,.� ....,...., ,_.......,... ..._�� X H dromulch 1 900. 00 ?t. Worth,TX 76116 Y � _ _ ...._ ....,. ... _�Gayle.e_.Jurachek _ _.._ �__�,� -(817)244-6024 �a. u , _ _._ M/WBEs must be located in the 9(nine) county marketplace or currently doing business 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 listing of items to be supplied is required in order to receive credit toward the M/WBE goal. dentify each Tier levet. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment from the prime contracior to a subcontrector is considered 1" tier, a payment by a subcontractor to its supplier is considered 2"d tier. 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 OPEiVING DATE Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department LL �-, ' ' Cit�y of Fort Worth �� Minority and Women Business Enterprise Speci#ications . ' MBE/WBE UTILIZATION � ;ompany Name, Contact Name, Certified Specify All Contracting Specify All Items to be Address, and Telephone No. � Scope of Work (*) Supplied(*) �;, ( � o o �� Z � = tn i= _ �, _.., .__x..d .�.yF m..�,,, Y_m..,,�.�..�. � �-�. ��, u_�._ ,�.,._ �..,�,,,, � �. ��.._,. __�. �, ,�.� ,._,. ..�w.,�,,,.,,.� ��.�......m,�.., _._,_��., a.. �,�, n�. ATTACHMENT 1A Page 2 of 2 Dollar Amount " y bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding i� ual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. fhe 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 �� ployee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the ;�.�tract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, itate or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material � ach of contract may result in a determination of an irresponsible offeror and barred from participating in City work c a period of time not less than one (1) year. i�� BEs nd WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD ,��.�'�,.� Larry H. Jackson auihorized Signatu+�e Printed Signature �President ' e Jackson Construction Inc. ; ��npany Name 5112 Sun Vallev Drive lddress Ft.Worth, TX 76119 :..�/State/Zip Code Contact Name and Title (if different) (817)572-3303 Telephone Number (s) (817)478-0443 Fax Number 06/18/99 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 � � City of Fort Worth Minority and Women Business Enterprise ATTACHMENT 1C Page 1 of 3 GOOD FA1TH EFFORT 0 Jackson Construction. Inc. Prime Company Name June 3, 1999 Bid Date Main 189R Parallel Relief and Main 129 Replacement Part 2 Project Name PS58-070580173510 Project Number �If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your� M/WBE participation is less than the City's project goal, you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a '" "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. � Failure to complete this form, in its entirety with supporting documentation, and received by the ' Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid :. opening date, will result in the bid being considered non-responsive to bid specifications. 0 �� , « �-. 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF FIRMSI which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non- M/WBE. (Use additional sheets, if necessary) List of: Subcontractina Opportunities Manholes Bores TV Inspection Grass/ Hydromulch List of: Supplier Ooportunities Pipe & Fittinqs Sand �. .. - . . �ek Concrete HMAC Haulincr Rev_ B/9/9R � L .. '. ATTACHMENT 1C Page 2 of 3 2.) Did you obtain a current list of M/WBE firms from the City's M/WBE Office? The list is considered in compliance, if it is not more than 3 months old from the date of bid opening. X Yes , No Date of Listing 05 / Ol / 99 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously , listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? X Yes If yes, attach M/WBE mail listing to include name of firm and address and a dated No copy of letter mailed. , 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? � X Yes If yes, attach list to include name of M/WBE firm, erson contacted, No phone number and date and time of contact. �, NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and �� documentation faxed. NOTE: If a SIC list of M/WBE is ten or less, the bidder must contact the entire list to be in compliance with ' questions 3 and 4. If a sic list of M/WBE is more than ten, the bidder must contact at least two-thirds of . the list but not less than ten to be in compliance with questions 3 and 4. � � � 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? X Yes No <<. � r� Hawkos Const. :�t36-41'lU Sharon Haukos Trenching 6.) If M/WBE bids were received and rejected, you must: (1) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable, qualifications, etc.) and (2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos, bids, telephone calls, meetings, etc.) (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Cowtown 924-4524 Roosevelt Burr.ell Barricades ADDITIONAL INFORMATION: Rejection Work done w�th own torces +Tork done with n1.7n fnrr+ac RPv R/7/QR . � i� a � ATTACHMENT 1C Page 3 of 3 Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State 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 for a period of time not less than one (1) year. _ The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in "' Attachment 1C will be contacted and the reasons for not using them will be verified by � , the 'ty's M/VI/BE Office. �' _ '�-� . Larry H. Jackson <<. Authorized Signat re Printed Signature President Title � � � Jackson Construction, Inc. Company Name 5112 Sun Valley Drive Address Fort Worth, TX 76119 City/State/Zip Contact Name and Title (if different) (817)572-3303 Telephone Number(s) (817)478-0443 Fax Number 06/18/99 Date Rev. 6/2/98 L■J � �I �� Part B PROPOSAL THIS PROPOSAL MUST NOT BE REMOVED FROM THIS BOOK OF CONTRACT DOCLTMENTS. OTO: � � L�l � LJ u � � L�J L� � � I��'' �� Mr. Bob Terrell City Manager Fort Worth, Texas 1999 Sanitary Sewer Main 189R Parallel Relief & Main 129 Replacement Part 2 Project No. PS58-070580173510 D.O.E. No. 2053 Pursuant to the foregoing "Notice to Bidders," the undersigned bidder has thoroughly examined the Contract Documents, including Plans, special Contract Documents, the General Contract Documents, and General Specifications for Water Department Projects, and the site of the project, understands the amount of work to be done, and hereby proposes to do all the work, furnish all labor, equipment and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Engineering Department Director of the City of Fort Worth, Texas. The contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, approved by the City of Fort Worth for the performing and completing of said work within the time stated and for the following sums, to wit: Part 2 —(1) I''J a Part 2- Bid - Sanitary Sewer Pipeline Rehabilitation n PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �T PRICE TOTAL U ITEM QUANTITY WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) � 1 118 L.F. * 8-Inch CL 51 DI Sanitar Sewer Pipe, All De ths � Y P � �� , Dollars � .(� Cents $ tl/ � � � $ �� 2 100 L.F. 8-Inch Sanitary Sewer By Other Than Open Cut U �J�1,�7D f'1,1� ollars � � �1 Cents $ o�o��. O�- $ �o�,SD�. L� 3 10 L.F. * 12-Inch PVC Sanitary Sewer Pipe, All Depths O � ��11, . Dollars � � �U a �� Cents $ �D o $ '� , a4 14 L.F. * 18-Inch PVC Sanitary Sewer Pipe, All Depths � Dollars r-� � �� Ln_�� Cents $ . /� � $ �� n 5 341 L.F. * 24-Inch PVC Sanitary Sewer Pipe, All Depths U �, . /l�P Dollars � � � � C� � v Cents $ �� $ � , .J � . � * Contractor must complete City Approved Product and Method Form on Part 2-(11) � � a 0 a P�2_c�, . �r�l .r*+ � � � w 1� �+ !� M...� i...+ #� 1� s+� ��t � }�� + � a � PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �T PRICE TOTAL Q ITEM QUANTITY WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 6 406 L.F. 24-Inch CL 51 DI Sanitary Sewer Pipe, All Depths U �ollars � /� � � (�,U Cents $ �� $ / � ,�� 7 73 L.F. 24-Inch Sanitary Sewer By Other Than Open Cut .l � M Dollars - - DU U 1�-� Cents $ �� . � $ % � � 8 85 L.F. 30-Inch CL 51 DI Sanitary Sewer Pipe, All Depths �CJIA.k_ Ul�l.l o� � � e ��e � � � � C nts $ $ � (o� � 9 1.2 TON Ductile Iron and Cast Iron Fittings � �,w Dollars 0 �✓W r � c,o '� ��l Cents $ $ / �� 10 60 L.F. �` 6-Inch PVC Sewer S rvice Pipe, All Depths � A�IYI: ' Dollars �°� ��v � �� Cents $ .� $ � * 11 310 L.F. 4-Inch PVC Sewer Service Pipe, All Depths a� 1,-P �/�� . Dollars � D� /} /� oU. �� Cents $ �� $r,(�� V a * Contractor must complete City Approved Product and Method Form on Part 2-(11) a � a a Part2-(3) � �+ ..�.+ � �..� �.++ M++rt �.+ �•+� i�+ � F■r� r �.�+ 1r �� ..r n..+ �r D PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES TOTAL � �T PRICE ITEM QUANTITY WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 12 2 EA. 6-Inch Sewer Service Connection � ��U.st� �JUV��..�.�X Dollars � ��,a Cents $ �� $ / !/�� a 13 8 EA. 4-Inch Sewer Service Connection ' � ��U-�1V�.1� ��llars 'y ao � � U Cents $ ��6� $ �� 14 4 EA. Construct 4-Foot Dia. Std. Manhole, 6-Foot Depth Dollars � /�/j/� � G � Y\„(� Cents $ �c�t1f > r $ D �� a15 8 EA. Construct 5-Foot Dia. Manhole, 6-Foot Depth � la'IfU la( Q—t'Y\�3-{ Dollars � ' j � �� Cents $ �� $ ��%� J a 16 37 V.F. Extra De th 5-Foot Manhole P ��l 11_ Vl �,/i i � Dollars 0 v� o� /�/�� Cents $ _ (l(1 $ � 17 1 EA. - Dia. Dro Manhole 6-Foot De th Construct 5 Foot p , p a -- Dollars � � � 1/�.(> Cents $.�� $ � � � a , Part 2 - (4) � PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES TOTAL � ITEM UNIT PRICE QUANTITY WRITTEN IN WORDS AMQL?NT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 18 8 V.F. Extra Depth 5-Foot Dia. Drop Manhole � U� b-� �� Dollars � � .� � � b Cents $ 5 � • $ i��' � � ' � � 19 10 V.F. ��ct��ive Coating for Std. 4-Ft Dia. Manhole �(,l.Jl�� Dollars � ,� , � Q� ''�� Cents $ �l J - $ �c�J 20 82 V.F. Protective Coating for 5-Ft Dia. Std & Drop Manholes I Y�- �U� �� Dollars � � W Cents � 21 1 EA. 8'x10' Concrete 7unction Box with Protective Coating �U.,i� i�l,1 c� L I ��Dollars � ( � Cents � 22 14 EA. Install Concrete Collar, Per Figure 121 �'�U� 't-'��-%-J Dollars � � � � � � 1�1 b Cents 23 4 EA. Install Watertight Manhole Insert �Gf l� �n% ��`, Dollars � Cents Part 2 - (5) �- ,� $ -y3`,�. "� $ �T[ (JI.tJ ' � � $ �� - � al ODO. CS�. � � �� . � ��C`� � � -�- $ � �' $ �G �� PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �T PRICE TOTAL (� ITEM QUANTITY WRITTEN IN WORDS AMOUNT BID U (Furnish and install complete in place, including all appurtenant work, the following items.) 24 10 EA. Install Lockable Stainless Steel Watertight � Manhole Insert � ul�-� %'0.J ��7J� Dollars fl �j� '�7� � � � Cents $ %% vu' $ i��(Jl � � � 25 � � 26 a � 27 a L� 28 � � � 29 � � a 0 � 14 EA. ac�m Test Sanitary Sewer Manhole )0�-�i�� ollars _ � �-b Cents 11 EA. R�nov Existing Manhole ��UP� �/ �1V ��J�� I C `f Dollars , Y �� Cents 100 L.F. Concrete Encasement �� V�a(9l`��-�.J Dollars r �� Cents 20 L.F. Concrete Valley Gutter/Apron Repair O�l �`�. `� � � �-�'� Dollars r �'�-' Cents 511 L.F. ermanent Pavement Repair, Per Figure 4 ��`-�� f.�"-YJ I U�� l�`L ��ollars , �� Cents � � �� . � $ �� a� . � $ I� i� � 1a� � $ � . � $1375�. � �� .�- $ �C�J �. � �i3 �75 � Part 2 - (6) a � PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES TOTAL � ITEM UIVIT PRICE QUANTITY WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 30 65 L.F. Asphalt Parking Lot & Sidewalk Repair � \ Dollars � ,� 1 l,�/ Cents $ �� $ �/ `� a . � 31 15 L.F. Concrete Flume Repair �. .1L1 �f Dollars � U� � � �l� Cents $ �n� ' $ 1 �� 32 35 L.F. Concrete Driveway & Sidewalk Repair �� L Dollars � � L.J h - i� v Cents $ �� • $ � �� 33 138 L.F. Curb and Gutter R �� I�/ Dollars � u {�� `� � �CJ Cents $ a�11/ ` $ �� 34 956 L.F. Trench Safety System aDollars � j� lr? �� Cents $ � � $ C�( ��!/ Cl • � � 35 502 L.F. Pre-Construction Cleaning & TV Inspection `�c�.'�.� Dollars � ,�? � �� Cents $ � $ �� Part 2 - (7) � PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �IT PRICE TOTAL rj ITEM QUANTITY WRITTEN IN WORDS P.��OUNT BID 1••� (Furnish and install complete in place, including all appurtenant work, the followin� items.) 36 1153 L.F. Post-Construction TV Inspection � ��i Dollars � .`�'� � ( � � `l�- I`l �-/ Cents $ � $ � 1 � � 37 2 EA. P�ig and Abandon � ^r, , - l� � �� / Dollars � , fl PT� i��' � ��.� �� Cents $ $ • -•-� R 38 u � a 39 � � 75 C.Y. Creek Channel Modifications, includes excavation, backfilling, grading & spoil disposal 1 CJ� �� Dollars n � n,� J Cents 535 C.Y. Install Stone Rip-Rap As Specified In Plans And Special Condition DA-37 C�� Dollars l f I�CJ Cents � 40 273 S.Y. Hydromulch as Directed by Enginee3 �� o � � a41 � � � � Dollars Cents n � � f� $ ��' � $ � � $ l�C.C.J' i� :� �� .� $ 7� 160 S.Y. Furnish & Install Sod as Directed by Engineer �� Doll ars � � � l � Cents $ ll/ • $ �((%�-/ Part 2 - (8) � PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �T PRICE TOTAL (�j ITEM QUANTITY WRITTEN IN WORDS AMOUNT BID �� (Furnish and install complete in place, including all appurtenant work, the following items.) 42 1 EA. D-Hole existing 6-inch waterline in Virginia Lane � as shown on the plans �.1J�/f�--�-iJI��U�� f �I�C(�Dollars D � � � � .� Cents $ I �� - $ � `-��-' ' � 43 � � � 44 � � 45 � � � 46 D �! 47 LJ � a � 1 EA. 6-inch Waterline Adjustment per Detail "A" as specified on the plans �� Dollars � Cents 35 V.F. Dri112-inch Pier Test Hole as shown on plans and directed by Engineer � � ��V Dollars � / Cents 2 EA. Construct Pier Head complete in place according to Pier Head Detail, as directed by Engineer I l,V Q� �i � t� Dollars ! �V Cents 30 V.F. Construct 24-Inch Piers complete in place acccording to Pier Detail, as directed by Engineer � �f`�"��-� vlX�-� � Dollars , � � Cents 2 C.Y. Construct Bell Footings complete in place according to Pier Detail, as directed by the Engineer c�,UP.s�t � 'V� Dollars ! i,�� Cents � � �� $ � /�w . � � $ �V $ l ��1V ' �p ,(�' $ ��`�• $ �6C7C� ' � � $ �� . $ � � $ �� $ ��. Part 2 - (9) � PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �T PRICE TOTAL � ITEM QUANTITY WRITTEN IN WORDS AMOUN'I' BID (Furnish and install complete in place, including all appurtenant work, the following items.) 48 1 L.S. Remove existing concrete piers & the abandoned 8- � inch DIP S.S. aerial crossing, adjacent to M-246R* �1 � ��, Dollars � � � ,/� � �+-y"�� l `�� Cents $ s1� � $ ��rlrJC-�CJ a � L1 � '�1 l�J LJ � !�J � � u u � � SANITARY SEWER REHAB. - PART 2 TOTAL AMOUNT BID: $ �.:_- J e�� , — — a Part 2 - (10) � � � U � � � � U a O � a a � 0 D a � CITY APPROVED PRODUCi FOR * * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED AND PROVIDE GENERIC/TRADE NAME: STANDARD SPEC NO. SIZ� E1-31 4" thru 30" � E1-25 � 4" thru 15" E1-27 4" thru 15" E1-28 18" thru 27" E100-2 18" thru 48" Consult the "City of Fort Worth Standard Product List" to obtain the Generic/'I'rade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non-responsive. Only products or methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. Part2—(11) ...r. �w+ r.� �a wr� �+ � ...+ � +�++� Mr�.ri r..+ #� � 1�+ F+ r �..i M+� � Q Within ten {10) days after notification by City, the undersigned will execute the formal contract � and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this Contract. The attached bid security in the amount of tj%p is to become the property of the City of Fort Worth, ('� Texas, in the event the contract and bond or bonds are not executed and delivered within the time U above set forth as liquidated damages for the delay and additional work caused thereby. � LJ I� L�� I■ � L� � l�l LJ � � � LJ The undersigned bidder certifies 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 ten (10) calendar days after issue of the work order, and to complete the contract within one hundred (100) calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) � B. The principal place of business of our company is in the State of Non-resident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowled ed of the following addenda: Addendum No. 1 Addendum No. 2 �� Addendum No. 3 � Part 2 — (12) C'J 0 G� C3 G7 ... G� C.7 Q " �7 " {� .�.. .. _. ._. {� �7 I� 1� U . � � C� � L�J (SEAL) � If Bidder is Corporation Date: a 0 Q D � D � Q � [� � Respectfully submitted, ,��1 �,�,t" � 9�-� By � b,-., ��k.��t..C� Title �. ca� ��, f� ��;� �� a � ��i Addr�s Part2—(13) L] G' " ... C� � G] 0 -. C� {� G� " Q � �..7 t� �! [_ LAJ � I�J C � L� L�J � 'J 0 u �J 0 u �l �� 0 PART C - GENERAL CONDITIONS �1 � � �� e-� �`� c�-� �� ... +�'i ..�� :a P� � � ' ;�;:� u� z � H H F1 (] �: � U �� -7 E-� w ��a� � W .-1 W H ;L :G W O .-1 C7 U � �+1 �i � �� U � Ha� � E °z � H � W H � O U �� ,o �� a � � E-� • +,: :. . 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'��',:''; ;. � , , , ,:• � ,� �, . , �� r -, . � ,, , I 1� � �, �; � t ,1 ,j ' , �';! �, �i � �I fl i� � _ _ . _ SECTZOh' C1-1 D�= It�T_^IONS PlyRT C - GEt��P.F:L CONDITIOhS C1-1 D�FINITIONS �1 . �„r C1-1.1 D�FIh_'�?ONS OF TERMS: Whenever in these Contrac;. Docunents the =ollo�:ing �erms or p=onouns in place of then are � used, the in�er.t anc neaning sh�ll be unaerstood and interpretea as follows: l`] � � r� , l_. � C?-1.2 COh'TRAC':' DOCUMEr:^S: The Con�ract Docuner�s are z1� o= the c:ritten ar.c crawn eocuments, such zs spec��ications, bonds, addenca, plans, etc.=; which govern the term.s anc �erformance o� the contract. These are con��ined in the General Contrac� Documen�s and the Speciai Contract�Docunents. a. GENERAL CONTP.ACT DOCUMENTS:..-Tne Gene=al Contract Docum�n; s gove�n all Wa�er Depar�ment .Proje,cts . and ' inclu6e the following items: � . . : -._ : �-_ � , ...: . . . _ ,: - �. ,. _ PART _� - -NOTICi : T� . BIDDERS " •:( Sanple ) W'r.ite �; - . - _ _ :. PRP.� b--- _PROPOSAL - - .. -- . �Sample) _Wnite . _ _- PAP.^ C-- GENER�L CONDTTIONS ( CIT�' ) Canary Yellow . - . '(Develoa�r) Brokn PAP.^ D- SPECIZL CONDITIONS - G_een .,. _ PAP.i E - SPECIFICF�TIONS � E1-Wni �e _ _.. - ._ . : E2-Golden Rod , _ . � E2�:-hhite ` _ ... ?Er2�". � TS/EASEM�NTS - .. _ . B � ue PAP.T � - BONDS (Sam�le) . V,ihit� : PAP.'�' -G ::- .CONT�F.CT_. . tS2m�Ie) .h'nite. - � _ . ___ b. SPECItiL CONTP.ACT_DOCUMENTS: The Specizl Contract Doc�n�r.�5 ��re: D:epared �or each specific D2"O�eCt _ ZS _. .._ a su�pie;�en� to ,the.,General-Cont�2ct Docuri�nts and �_ include the fo;�low�inc �_i�e�s: - - ?�F.^ t- NOT�CE ^O B�DDEP.S (Adve_ �ise:-�n�) Same zs � above PFi.p.1 B - FP.OPOSAL (Bid) P�RT C - GEN�?=�L COTIDIlIONS PnR'=' D - SPECILL CONDITIONS . PF�RT E - SPECI= iCATIOhS - - � PER?�:iTS/iASEFI�NTS , . PART F -, BONDS _ _ _. ' . _ . _ _ - - PP�Z':' G - COhTrACT �� , . -PF�P.: �:-- PLANS - (Usually-.bound seaaratEl�•j .- -.:.. -- -, - � � - .- C1-1 (1) � : . � - . � - - - � � � � � � �71 �7 � � � � 0 !� .. C� � C� L7 �n��.:w G p 1, .0 O �� .�� ._� �� :s a� E: � u1 N -� .C: Q1 U �U �� i� •� 1 � rl Q) C) �� .C) �; i� � �1 �]� 11� 11� � � c: �� ul �1 .�� •• t C: N �� U l7, ,� •.� U v ,, „ .-1 1 � � � u� W � �ll JJ n. � � �: ,c� ui �i� iU u) ti �ll ;1 4 � U ••-1 U O .�{ i� 0 �-1 � � i� �I p N �-1 �) n' �.1 ��: Cl,,�� C) � N C� � � l l .�� a� r: �y 'U )+ O �,� N Q1 U C 1� Q t� c: Q) Q •-� .-i �: 1-1 �_I i.) W 1] O :� � � �-� � O� U7 , E ' a' ' � �n !� U L: 11 (a� .-1 Q1 J U1 O •-1 1 i �U H id •�1 �(J `O E , :� �U v •--i o �� ,, .n . 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N rl �� :1 �'.: (l� (: ' .).1 1 L� iJ' li (. iU U t: �-1 id Ul n U.1 ��I� U U C�� f � :t U u) cU U � i �U U C: cl) �l3 cll �� .i� c: n, n1 (": 1� p n1 1 � :1 ( P 1 1' i; �ll u� .c 1� �J i� �� 1� 1� � :t �i � u, •�� 1� �1 � n� ,� �. i U �� N S-� � .i � �v c.: C� O O U .c� a� i � ,c� � a� i�� ' A O �p � c7 QJ 4/ .C: •L: L � ul •.i .. �� n :� ! �i i O (�� : t �� U� •�I • li �-I :J I U �-I (U U u� N r-1 i rl U � � faithful following: � . a. _ b. c. , d. LI �t � �� perforr,ance of the contract anc inciude the Pe�for„�ance Bond (see paragraph C3-3.7) Paymen� Bond (see para5raph C3-3.7) Mzin�en�nce Bonc (see_ pz�agraph_C3-3.7) Proposal or Bid Security (see Specizl to Bifid�_s, Part-F ana.C2-2.6) instruc:.ions C1-1 . 10 COh'TP.�Ci : The Contract is the fo�nzl sianec agree:�ent between the Owner znd the Contractor cove�inc the r,�utuzl unoerstancinc o� the two �contrac�ing parties cbout �he project to be completed unde= the Con�rac� Documents. C1-� .11 PLF�NS: Tne plans are the ara�:incs-or rep�o6uc�_ons �7�refrom r�aa� by th� Owner's represer.�ative sho�.•inc � n de��i1 the loca�ion, dimer.sion and posi�ion oF th� varioLs elem�n�s o� the proiect, inclu.cing..sLch pro�iles, t�}•pical. . cr.oss-sections,:�zyout=diagram.s, workinc;drahings, p_elir„�rary. .drawings:�and .such :s,up�lemental- drawinas.:as th� :Owner .nay__issue-. to:` clarify ;.other._-.era.wi:ngs or ".for :�the;purpos.e._o=_;showing changes in. the work_hereinafter-.author-i-zed bv --the Oc�ner.- '_mhe� plzns are�usuall�} .- b�und:.:separately:-fror,: o�her -par;.s �o� �.�he Contract Documents, but they are G.PGYt of the Contract Docun�nts jus� zs�though::they were boLnd,therein. -- C�_1.}�:CT_TYc The:City of Fort Worth,-Texas, z nunicipal co�pora�ion, aethorized _arin .:chartered unaer _the ,Texas S�ate S�2tutes� :..actinc _by znc th_ouch its gove�r.in� bodS�-o� .its City. A�anaer, each o� wr��ch is reQLired by� chzr�er to-perform speci�ic au�ies. F.esponsibi�i�.y for fincl en=orcement of Con�racts invol�-ine tne Citv :of : r^ort �Worth �is bv._:Charter - - -- - - - __ _._� - -. __. �:ested in -the. Cit�' Manacer. Tne: terms City.=an�d O�n�r. are s vnonvmous . " . Cl-�.13 CIT�' COUNCIL: ^he dLly elec�.ea ana.cualified governinG bod�.� o� the Cit�• of ror� Worth, _'exas. C1-1.I4 MF:YOR: _. The orficiallv electec. Na��or,:- o� in r�s abse;�ce, ti�e r;�vor ?ro ter;� o� the City of �or� .WoT-tn, ^e�;as, C1-1.15 C7TY N?�h?:G�?: ^ne o� •`icia ��y ap�o� r.�ed a�� L�ho� ized ' Ci�v Manacer of �he C��' o� roY� Wor�h, Te}:as, or his duly Lzu�horized zearesentztive. i � Ci-1.16 CITY z^TO?��: Tne oi�icially o� �he City o� =oYt F�or�h, Te}:as, or ' re��esentative. . � _ - .: _ _ -' - Q- - � Cl-1 (3) appoin �ed �Citv Atto: ney h_is cluiy aL�horized � � - _ �� _ �:'� � � � e-� � � �� "a e R:: � � � �e %.7 ... +�a c-s ,-� v N ,c: .,.� i� U "� Ul �� N 4� � I� ,�� 11 ui +' • a� f� � c': N ;, •.� ,C •.-� O U .�� n, N Il� u) t 1 �U �-: c: �� W :> i U1 .-1 , N _1 �� )� 'U "� (1, � Q1 O 1� � +� E� �c7 �� N (n 1� l� :L �j O �� y � .0 i 41 ;7 �' N �+ `>� � =1 � .- I m ,� �� ►i 'U P� O ;i U1 [� � •.-� O �� .c: 1i n: U �-� O fl. 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Sep�.er5er Fourth Thursdzv in November Fourth rriaa�• in Nove:�:�er __ December 2� Such othe� aays in lieu or holidays as the City Council nz�• neterraine ' . - � When one o� the above namea holidays or�a special holidav is declared by the City Council, fzlls on Szturdar, �he holidzv shal� be observec on the preceding Friday o_r if it ��lls on � Sunaa}•, i� shcll b� obser-vec on the following Mon�ay, bv. tnose l.. enployees working or. wor}:inc day operatior.=. Employees working calendar day operations �:ill consine: the c��encar �� holiczy es _the.�holiday.._ . ; . .. - t C1-1.26 -�:BBREVIATIONS: _ Wherever -t'he :abbrevia�ions ae�inee , herein ap�eer in Contract Documents_, the_intent_anc r�=aninc � s.hzll be as follows : - : � . - F��SriTO -..F��rican: Association ot . MGD. -�Million Gallons Pe� � S�a�e Highway Transpor�ation .-:.- Day _ '_ OLf icials ASCE_ :- Americ2.n Society of ._Ci� il CFS _- Cubic-,: oo�. per � _ _ �Engineers _ �, . . Secona - . . _ LAk - In Accordance Kith . -.: : _ - - �:S=r: — ��Z1CZP .SOC1e�.�' O� j`:ln. — Z';=:'ilI�lllei� =esting.:�'.a; er; zi S ; : -.: __ - Mono.- Mono? i �h'-� �. � Ai�ri:� - �.:-��,�ricar, :i�'eter h'orks � _ ,Pe=centu:�; cssoci2�ion R R�.diLs ASF. - n:��rican S�anaares F:ssociation i.-D. - inside DiG;.lete� � `r.I hYdr�Liic Ir.s�itute _, O.D.--_ OL�sice D � a;�ie � e r Fs�h. - F:s�hal� Elec.- E�evatior. �t Ave. - rvenue F - rz;:renhei� E�vc.�- boulevara . C --Centi�ra6e . C= - Cast Iron In. - �nch C� - Center Line Ft. _ _oo} GI - Gz1�-anized Iror. . _ St. - S�_ee� �° �in. - Lir.�ar or Linea� C�' - C:��ic Y�rc l�. - Pound ti'd. - ti'a_d � M:i • _ Mzr:hole S. .- Sc��are Yarc �'iZ}: t':?Y.lii'.11�Ti L F Llii�c'L' :OQ` � D. I. - D-�".i? e I_ on �. � . � .- Cl-1 (5) n 'J I '-J � tn cn �t �� rr ,�. c� �-� �t ;1 I (D � . 7: I-' (II �..., : )' . , , n� ,.. i,� cn � t n. r-.� �; : i �•,� n I ti fu pi :r1 N r �' u� '��' (� ID !; (t1 � i o t�l i�. 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O �r tU �� ro �, 7��• n' b•. �d ;� �1 � .. r t �_.. �' 7, (D �� r: � t'r a c�, r o:� �...cnr_m � �� ., f�' O f) ;T� �r (D �� ;-' O �� ID � ,D � p��V C7' `r c�, �r n i,. �U r r n n� �U i• D N �U :�' �V cn N rr � Firoq r� �o�n ��r � !; � .. 'I �: ,.. ,,. �� m � �, :, m (7 :7 �.� �t �'• n (D (-. �� (D (1 �i �y Q r-� �t n� N ry N m,� cn �-� �,, p� �1 n� �n f.: `1-' (U N (D � U" C N ��• -1 rt !�, �1 r, � :� ;.. ,,. �; , (D O rr �l �t rr :J n r� r* �) rL :�' ��. '� �v i� m � c� r� r�, � r� � 1 ��' ::1' ' [L � �� C) (U TA (D � .. � N �... �t I-i �1i ��. :J i. f� 1 (D N�' O l.., : � � � � :� �.. � � c» �� , �„ N (n �� _i. (1i �,: O f t ID �v �t r� r� i,. i.. r) tn : i• U• �� 1h :� m r� �h m in �t :� � o � � %� � � �,.� � � � � ...� �.� r� � � �� a P V C „+ L L� � � � � � � �� SECiSON C - GyNERhL CONDZTIOtiS C2-2 Ih'TEP.PRETtiTION -AND � PREPARATIO2� O: PRO?OSFL SECTIO?: C2-2 IN?'LP.PP.ETFTIO� AND PP.EPFRF:TION 0= PROPOSFT, C2-2.1 PROPOSAL FORM: The Owner will =Lrr:ish bidder= �:=th proposal form, which wili contain an iter,�izec list of �he i�ems o= � ork to be do�e or nateri�ls to be •`_urnished and ��on �:hich bic prices are reaues�ec. Tne Proposal �orr� will s�ate the Bidder's gener�l Lnderstanding o� the project to be completed,_provide a space -or FLrnish�ng �he amoLnt or.bid security, ann state �he b2sis tor entering into a forr.�al contract. Tne Owner wi?1 �urni�sh forrr.s for the Bidder's "Experience Record," "�auipment SchedLl�," and "Fir:zr.c:.zl Statem�nt, �� 1 OF F7f11Cr1 I1llS � be propA►].�" e�:ECL' �`.EQ 2i1� i 1! EG �:lth the D? r@Ct.O� �Oi th@ Clt�� Water DE�dZ"�I'il�:+� one W�?k p=10= to the hour for o�enina o� bids. ..- ^he financia? statenent reauired shall have been:prepzrec b�•=� an inaependent certi�ied.public 2ccountant.or an independent � public . accountant holding a yalid_ perr_t . issu.ed b}� an. approprizte st�te -licens-ing_ agency,;: ana s'n�il � have � been so"_ prepared zs to reflect_ the current financi�? 5�2tL'S. :'his statement nust be cuYrent- and no� -more than._ one ( 1) year o1d. _n the case that _z binding _date fa? ls withir, the =time .z new statenent`is being.prepared, the previous stztenent sha�l be LpQ2.�ed-.by proper ;verification. Lionid assets in the amount o:-�en (10�)-percent.o= the estinated_project cost kiil be rec�irec,-.. � . _ _ � Fo= �n �experience .record ;�o_ be.,consiaerec to. b� �ccep�able `or_ , c G1V2Il DT'Oj2C�� 1:. IlLS� reSlect the -ex�erience` of �ne r'_2'P. seeking -auzlificatior. �r. �wo�Y _of both �he sane natLre zna r,�aQnituae as -thzt of the project. for _ wnicY: bids are . �o : be` . recei��ec� and :such experience r„ust ,hzve been on proje_��s, co-«�letec not mo� E" tY12I1 � ive ( 5) vears prior ..to �h�e aate on �:hich �re to be receivec. -The ��rec�o_ o� the hzter eepartnert shall be sole judge_ as to the �ccep�zb.ilitt• o`" experience fo= GL'2� 1flCction; to bid on ar.}• Fort ho=th i��e: Departm�r,t projec�. _ ^he prospective_bidde= snail schedule the e�uip;,ent he h�s zvailab�e �or the project and state thzt h� w;11 rent such zdci�ioncl e�u��nen:. as n�v be reQL'irec _to. cor,�lete the project or which he subni�s a bia. C2-2.2 IhT�RPP.E';'F�IOr 0=-. QUF�NT?TIES: _The c•�an�ities o�� :�rk � cI1Q P.2tnri z15 �O b� iLT'[:15C],e:l ZS T:iZV =�� 15�E.': ln ;the propOSZ� e_ - .. �2_2 «� _ _ _ � � . � - _ - � -- w ; . - _ _,: : � � � � � � � � � � � � � � m � 0 � � � v v., cu �l � � >, u � A.G .L] 1-� .G .L) O N U 1� ..{ +, . -1 CL Q 'U 'l Ul ,-i .r: �� a) i� .-I 1a .�1 i �� UI :�� C: •.-I O ;t � � •• � W �; 41 ;i 41 �� ;s "� 41 I�7 � � � � � � �� u� � �V �: U� �ll n U 1� �, ��l) � U 1 t:: c: •• i I: C: •.�1 ..-1 :J C: Ul .,, a� tU '� 1 U' al =� rU •• �'U O ti� 41 li (�� i 1� .C1 1' li � lll l: O �� :J c� .n �� c� �:, � p� � � � :]1 N •.t nl .�: C Ca ,-� .,i U a� I: .a.i .i� .-I u� i� •�t ..� O �, �r� n rd .�� (: 'Q) s �, U :� ;� 1 � N .0 � N �� ,, � � ' �u EI'U l� U U1 U'•,{ �V '-'ro�a �;��, c: N�� i t: cll ��'U O O •.-� u� •, i ,r � •�i U �� C7 E-� �+� ✓ �V rl U1 � .Q Q) t: �� .`. tU l � .c: U - i tn '.q p, u� ;� G' ��.. f � (U � O O t. �= O �� U v-� 1� 1� N I� �••1 O N u� i� C1 �-1 �� 1� E: 'v o�i a P� �,� � a •�1 4 1 ul •�1 .O Ul �v N N �� . a� X 1� �I G.�{ �.�� tn 1�1 O�� i fi 1U 41 ••-1 �.: `1 N 1� 41 �% rJ Cl� Cl '•-� U 1 i �� 41 � i �0 U1 � � � �' E. n nl 1 i � 1 � N cU Ul J 1� N n� �� 0 �' (: .0 .[ U � � 1 .0 ul O O� E:� a O r7 ,� Cl aJ N U U ll �� C; �� U� � p c1 N [: �� ) y � iU O .�� O �i �1) p .c: ,�� l ,v �� i� W U) i �� QI �� tll � tU � J ,U �� O � O � N �� [: � •-1 O �� O ��; O `� •-I U �' U) (.�� Q) �� J ��.� il l� l I C: 1-� ' C) ) � r)1 U J 41 � O:� N a� p a1 v c: .c v � u o, �, a u n,�� ••�� ,� • .c: n� c ,-i r. , � ,-� E-� .� �.0 U N Q) U1 N O ...� .jJ .�I (� ,�J :.J (: il' s c; •t: 1� �� 'n.� � O U "i •v "�� u� .v� (1� W.�1 �u �1�1 1�1 1� li p, .c. :s r , v � '� ,� U) ql � ! � ,V .t_ 4 ! � Ql O r: c : p � � U �� .�: (�1 U .,.i 'U O l� l.-� �� [: �� t� (1 1 I UI �� O � I O U1 i� l: . 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IU �l) � �'U 4 I '? . Q1 O c, �, �� U � a, - � a � .c: • � i U, ,-I �3 �.� -1 �(�� l � 1 � f:: ' a� U .c o •.� ��i n, U �� .c c: � Q U1 Q1 '(.i .�I t: .1� U) �v i � �U .r:: c. ,r .{ :� n� u n� 1; a-� �� s o�u o �n �, i �� a� N O �� .r: ii i� '� v� ��, c. , ��J O � !"� ,�� •• I � � iU �� .. ui 'U �U �U (: 1� �; .i p tll ;� O U i� :�� r{ � .n `� '' . O _� ` �� U ul c: �� ('� �� •�I �-; O Qi .'�. u� •.-� ,-i u� �-i �� U) v) �� 1-.: ,.� ..i �� W N l: U 0 .�.i �O O (� � ;• � C.: U C; u) l� i� �� n� ._, c s � .i� ..o.�•+ U) •C: {J 1 i ,_� U� .,., N ��, ,V �-1 U] :> > r , U Q) �� tl� � � . .r_ U N U i� 1i n; � � !�� -i � •�+ •�� ll� > i � �. _ ^ U �-�l 1+ � ::i iU t.: ('J ,-1 U ul (�1 :J •.-� 'U ��; r,,.,� •.-� �,� �u .. i .r1 11 , 1 I �i U Ql r� �-{ lli I) r-1 - n1 r. ' r„ > >, cv �: C, Ut 1 �I 1i a1 c�� ql U ,•-1 u.� �,� N ....r N I CV �� 7 Owner reserves the risht to c:ai�•e an�� a�d al? irre5ulari�ies and to r,�ake the award of the con�ract to the best interest of the City. Ten6ering a pzo�osa� after the closine hour is an irregularity which canno� be waive�. C2-2. 12 DISQliF:LIFIC�:TI02� Or BIDDEP.S: Bicders m�y be cis�ualified anc �hei: proposais no� considerec _o= any oi, L. but not limi�.�a to, the �ol�owinc.=easoa: � � � � � � a. Reasons �or beliet-ine �hat collusion exis�s anonc bidde=s. b. Reasor,able grouncs �o= believinQ that an�� bidder is inte.estec in r,�o_e than one pro�osal �or work conten�latea. c. The bidder beinc �n�erest-ed in anv ? iticz�ion a�air.s� the Owner o. �,•::ere the O�ner r,.e�• heve a cl�ir,; agzinst or be encaged in ?i�icatior: a5�inst the bidder. d. The bidner being in a�rea�s or. any exis�ing contract o� havinc defaul�eu on � p�ev:ous contract. e. Tne bidder hav].27e p��orn�d a prior contract in an unsatisfactory_ manner. ... Lack of conpetency �s revea�ec by �he finzncial statenen�, experiencz �ecord, eauipm�nt schedule, 2P.Q SL'C�l 1?1QL'1r1e5 ZS ��2� Owi1�Z" I1�V S�P �1� t.0 r�ake. g_ Unco�:pleted work v;hich, in the �udanen� oi. the Owner, wili preven� or hinder the pronpt completi-on o� adci�101121 WOr}: iF awa=ded. h. Tne bidaer no� �_�ing �;ith the Owner, .one week in aavance oi trie ho`� o� the oper.inc o� p}oposals �he =0Z! Ori lliG ; - � �u 2. �� Fir.ancial St�ter.:er.t showing �he �inanc� al concitio:: o� �.he �idaer as speci�iec ir. P�rt "A" - S�eci�l Ins��uc�ions. �: cu� rent e�:o�rie�ce recore s�oh:nc espec�allv �he projects of a nzt�re sir.i? a� to the one unde� .cor.s�ce=ation, whicn ha�-e been successFLllv co.:��le�ed by the Bicd�:. �n equipmer�� scc��: uie sho�:i:�g �he ecuip��:ent tne bidder h�s ��•ai � able ror use or, tr,e project. �� ^he Bic Proposzl o= � biccer �:�o, ir. �he juacner:� o� `he Eneineer, is� diseu�li�:ec Lr.ae� the rea�:re�;:en�s stzted herein, shall b� set asice �n� no:. o�ened. ' ' � _ � � C2-2(S? � - . . : _ _ -: .. . V �� n � PAP,T C - GEN�P.AL CO?�DTTIONS C3-3 I�w?�..�:D AND EXECUTIOti OF DO�UM :i�TS ' SECTIOh C3-3 F�wF:RD Ft.D E}:ECU�IO2: 0= DO�UM�h'r'S: C3-3.1 CONSIDERF�TION OF ?ROPOSF.LS: After propos2ls have b�en opened and read �ioud, tne pro�osals will be tabulatec on :.he b�sis e= the quo�ec prices, �he Quantities sho�:r. in �he proposa� , ano �h� app� ication o` sucr, iormul�s or ot:�er metho�s of brir.cing itens to a commor. hasis ZS I'�2�� be establishec in th� Contrac� Documen:.s. �� 1�]E �O�i.cZ OtiJ'`i.Zinec by t.c�.}:1t1C �he sum of -the P�OQl1C�5 Oi L':i=� �u prices_ cuo�ed ana the est;nzted quantitie= .p1Ls any lur.p sur� itens and such o�her auo�ed� amounts as r:�zy .enter into �he cost ot the co�;��le�ed projec� will be cor.siaered as the_ anount oT �� ..the_ bid. Un �il the award or the contrzc,t �is maae �Yby -the_� Owner, �the ` rignt .hill be reserved to reject _any or zll proposa? s�nd �_ waive technicali�ies; to re-aavertise for ne�+ proposz�s, oY.to .proceed.�:i�h the wo�k in �ny r,�anner as: nzybe �consideree _or � the best interest or the Owne=. � C3-..s . 2 2�:INOP.ITY BUSINESS Er"�'E�PP.ISE/WOM�h-OWNED �USSh�SS EhTERPP.IS� COMPL_ANC�: Con�rac�or agrees.to pro�ide �o Orine�, �� upon recuest, conple�E znd accurat.2 1iii0l'(:i��lOT1 recarding . actual work perfo=ned by � Minority BLsiness Enterprise (M��) . �nc or a��-�io.;,an-ownec �Lsiness-Ente�prise (kBE) on the ' CO:1trZC.`. ZT2Q �.�le paym�nt- th�refor. l.OIlt?"ZC�OY, iLrthe� `ac,r_ees_, : � Loon recuest by Owner, �o �llow anc �udit cI1Q�Or zn e�ar;,:na�ion o� any books, reco=cs, � o�. fz-les :ir. �ne possess� on Oi COI1 �y..'_'cC �O� ��lZ.`. t,':� � SLtiJ' S �cf1i..1z�E the c.^. �llcl. WO�k p�ri0:lZ�Q � by tne r:B� O?' h'BE. F:ny 'nzte'S.C� nisre�reser.t�tior. or �ny IIZ�L�2 �'_1.1. b� groun�s �O� �e_r,,�na�lOil 0=_ ��7� COIl�iZC� and �or iritiating any ac`ion unde. approp�iate �.eder�l, st�Le o_ � loc�l laws and arainances rele�inc _to ta�se s��e:,:er.�s; � fur�her, �nv such nisrepresente�io.� r�.z�' be �roLr.cs � or C15CUZ.� � i 1Cc�`.IOC; Oi COi1�i.I"cCt.OZ' ct. O`w[IE= �S Q1SC�E`�.10,^. =0� '� biddina on =u��re Contracts with the Owner ior -'c D�I"ioc c� � �ine o� not �ess than six (6) nonths. � � C3-3.3 . EC�UAL E?:PLO`�"r:E2:T P?OZ'ISIONS: T:�e. Con:._ac�or s�i� � 1 COI^a� V k'_ �h =Curre:i.�. C1 `V OZ'Q1I7�I1Ce D� Oh lbl �i..1I1C Q15CZiiitlllc �:.Oil 1i1 eTil�} OVl?l�:lii. 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'�� l)��I�I u) '� ,-i .�, x .�� o •.-� � �.-� r u i' �v c� .-i .r. �u ., ��d O ,U ,-1 ��, f.: L-� O �j �:� ��'�� lll U ,V t. c: �� 4 i i� N�; •• � O U .L. �"' .JJ . � .i.� U .,. a� O �C7 ��.� :� ul O!: �..� U[: U U �-I �Jl :�-� Q) '�"� �li Ili Q) IU O .c, �u �� i n� :•: •,-i ,i; C: a� ,-� .�:: ?� r� u� s-� �U 'U 1� cll � �l) �i l� C: U1 1 � .� � t� O.Cl N y � C: �U W n7 .,N�Jn�r�ao�)nli-: �� 1� U �� c: � ' ui �, � � t: �,1 �� ,� U Ul ;�, (l� O � �., �-I f.: .C: Q � : .�1 �,� �u �� 'u n� �u .� � •, � ti � c: u� .c� l� a� cU ��, O N �� .�� ►� y � v� ) � 'I � .c� ,r. O p o c: U a� Cl� �.��i � `� •�� :�. Q) � C ; � � �' " c• ��; U �� l i ., � �ll • tU �.� �i � t.: U Cl, u) n� U,U O p �: �u UI i � ", ! 1 C�(, 'N V Ul U U1 U i 0 N �U � c: i i.J � 4! U �� 1.� � -�� •�1 1.1 � s-, �, �a ,., o �� c. �� '� U) cll ✓, :J O►� t)� U.c: (�� 0� O,.(1 U� :� !�� N (.) �� N (V r�l I <<, U � L� � l� , � � bond shall guarantee the paymer:t for zIl labor, r�aterials, equipmen�, supplies; and se�c•ices usee in the cor.s�ruc�ion of the work, and shall rema=r. in �L11 io:ce anc ef:ect unti? pro�•isions �s abot-e stipulatec are accomplished ana �inal payner.� is r.�aae on �he projec� b}• the City. _. b. N.F.INTE2�F:NCE BOND �:__.good �.nd sufficient maintenance bond, in.the anount o� no� less th�r. 100 percent of the amoLn� of the con�rac�,. as e�rinenced by the oroposal :.abu��on or o�he_wise, Gl:cicil:.eeir,c `�lE pror..ol..� i1=�1 cl1C rc' �hZL_ per�orr,ance oF the cener�l guzrznty�which is se� �or�h in peragraph C8-8.10. c. :�:Yr:�NT BOhD: A good ana sufficient pzymen:. bonc, in an anoun� not iess than lOG percent of the �noLnt o� the contrac�, as e�idenced by the proposal tabulation or o�herwise, guarznteeing the prompt, � full an6 . faithf u� -paym�nt :o` -a� 1 clzimants. 2s aefined in A� �icle 5160;" �Re��ise5 ,Ci�-i1� :Statutes - of Texas, 1925, as amended'by �fioLse' Bi11- 34?- Ac`ts 56th .Legislzture; P.egulzr 'Session, 195_9_,.-effective A�ri1 2i, 1959, ana/or�the latest version thereo�, su�al��ina iabor and materials in the_prosecu�ion:o_ the work provided for in .the contract beinc cor.strLcted. uriaer these speci�icat�ons. ..payne"r_� Eond shz � 1 remain in force unt�? all payr�en�s �_ above s�i�ula�ed are r�ade. . _ d. O^'r.�R BOrJS: Such o:.her bonds �s na� be Z'e�111I"E:1 bv thes� Contract Docurn.�r:�s shai? . b� =Lrnisned b�- tne Contractor. No sure�ies ��11 be acceo�ed by the Owner which �re « th� �f �1I�i? 1I1 Q2ic�.L� � O� Qe� inquen� Oi'i �ny boncs or �whf�c'r, a� p �I interestea in znv i.itiga�ion agair.st �he o::ner. F:i� bonos shall be r,�aae 'o:� �h� zorr.s rurnished by th= Orin�r ane 'shzll �b�. �{ executea b�• 2n �D�?"OV2Q s�rety cor�:�ent� aoin� :busir.ess in th� Citv o� cor� ►�o'_"Lri� 1'e?:25, and whicn is accept��le to the � - owr.er. �il 01"Qey �i.0 be accep�able� �r1E' IIZ:+<<'- Oi Lhe SL'Te��' , shal? be inc:.Lded on the current U.S. T�_eastry list o= � acceotab� e sure�ies, anc the Gmount or bonc �:_i�ten b;• anv or.� 2CCe��cbl.2 CQ�TD'c?',}' SYlall f10� exceeG ��''.� ci:OL'Il� shown Ofl �Ci� lIE?cSL'Z�' � 15 � iOr �C1� � COi�1�2C1�'. t.cCh I30:iG 5:1d� 1 D� _Di0?�il'�' �executec by both the Cor.tractor znd Sure�� Co �oany. i Should an�' SLire�V O+'1' t�l� COP.trGC� b? .Q��err.l*1�Q LT1SZt.15'2C�Oi�' �� ZI1V t.11i�� bV �he D:;i1Pi J TIO�1Ce �:li l bE C1VE:? the COT'i�.:ZC�`.O� � t0 �.f�Z� EfZEC� -�I1Q �ne Con�rzC�`.01" S^2.�� 1Tiiu'��C1��2! � P�O�'1Q� c � �� '` - � - C3-3.(3) � w I W ,v. �� b" �t r: n (p (p (U J W Ul (D �n f�� V :� G �� .� O i... � � . � � �� i t � I-� U1 'CJ (U 1- I-' F�•�� n� ,.. 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Cl' O O<<:l tl� I-' � t OO 1-�• : 7' ::t' �u :� i i, � C n, << +�; �,�� r n cn m m (D I-' N 7.. �'• (D r�� O ft �Cl ��. � �� (U (� mi-� tn O �... r+ :� r� (D f� �•�!; (]� �� a o' tr n �r iC �< �r n� `<: rr �t cn o ::�' :r ::,. '�m�nn� � O n �J � � i, �) �... r� U" f� ,,. r� �,,, .. �r, (U �r „ ;Ti U. � t (n �.,. �; �r m �� n� o �� n. 7 I t ij F�. n� :, ro :� �n (D �t �q r� � � , � t ' nt �� `` O N � :� n� n� �-r rD ,U ( . in '� o n � }: c:<;:� r � (U (D (U � t {�, n� r: � �, n� :, n rn r� , � �... f�. �_, �r O J� ��. (n r+ i �, O O ::t' �:�tn, ;� .� tn ID � c n� tr t I> �r :� �n �,, �i� :� C1 rr n O l� O �' O i, t,� (� fU ;;7 :J � G �r fD t., � �)��'t . �� N .�. m �r �r �� N � �� rr � t*1 . a - •� t� � i� �r �� (� � �-. N tD N �J 7 'U I-1 n. C�'U O O �1 1; cn :3 O t: rr'U n n�t�� .7 pi �... C1 N CY rr rr C� O 0 o m 7 n, ri � ) ln (n (D ;U �1" Ul 'T� p � n � o c � Ul 1-' F-'. �-:l �t '� r .. N (U F'• '< '�: O 5; (D :7 I�. Cr O � �� m r :r � i. n ,... �+rn�c:-� m ,nn�o�� r: � r� rn �... �), .�' :.� �t (U (p � t, rS .� C�� 1'• s: i-' E-� r-• � F�• m cn �- :� m 1; � (1� �t I•• N :J' � f I1i � � � �� : � n� (� � �, � j n� a � ,, o�o �' � r �r � (l� � r� �� N :.i r� r r (1 �p : t' ,�. r � � t iu in p, r-3 �t � � G :�' (D � (D R� � �Cl (], F � � r ro ��• � t U� �� t c� ,� � . cD rr �i �„ n n� �' � ~�cu�. �« n� n � r �r' n �; a O cn :7 U1 � � N r� � (D rr rr �.. p� r+ �... �J F� �n N N N r_ r� � �, ,V � 1��' �� n F�• ft e� �r O O rh r ` °,~�r �.� (U N fU � F�. F-' �r O � V Iv O r �, �p :� �r f� tt n� :7 �" ]� �' :7• �D io << (D ��. C � � rr � r� ru �; O � F :� :� C7' tD n. ::� r� �, � � � o ro • ,t :i r� U" 't 7 « r n� r� o c) �r �'�!�ro��',N tD F-�'U 'C rt O tl Q N (D « ID a; :.� p� �� .; tn �r iu o• r �� t r . �� _:. ��, �f (U F� .� ;,• r� �-� fD �� -.. :.� m o �� O � (D tn � 7 �p N r �' „ n� r,, �u • �r. �u 0 o c�� is � c.� r� � c� r� �� e� s� �� s� U � �_ certificate of insurance for approval. The prir„e contrac�or shaZl indicate on the certificate of:insurance include� in �he documents for execution whe�he_.or no� his insnrance cove=s sub-contractors. Zt is the inten�ior. of" the O�:ner tha� �he insurance cove�age reauirec he�ein shall inclu6e the coverzge o` zll sub-cont_ac�ors. � a. � � � . . b� � COt?PENSF:^IOr' INSURRNCE: Tne Contractcr sh� � 1 I�tZin�aini QU�"lI1C the �liE O� �t115 COL• �`.ZcC �� hork:ers' Comaensatior. Insurance on a� 1 0` r._s ` employees to be engaaee ir. work on �he project unde_.- this con�ract, .and for zll sub-cor.`�ac�o==. In c�se any class o� employees enaagea in hzza_do��s work on the.projec_t under this con�rac� is not pro�ectec une�r the�Worke�s' Compensztion S�atute, �he Cor.��ZCtOZ Sh�l1 prOVide adeauate e^oloye='s gene:al lizb�.lit�• insurance for the protectior� of suc'r. o•` his e�oloyees not so p�otected. _ . -_. ._ _��_ . _ .. _ , COMFP.EfiENSIVE' GENEP.AL :LIABILITY INSURANCE: ^ne -�"�Contrac�or �-shal-l.:-procure and shall �r�aintain. dLr_ng � -the li�fe.:-of -this ::contract -Cont�xactor's - ' Comprehensive -:Generzl ::Lzability .�nsLrance ( Pub? ic Liabilitti and Pxoper�y Darr,age Insurance) ir. an anoun� �no�.:less �han.. $500, OG0 . cover:.ne each �occLrrence..on�account•�of bodily injnru, including neath, znd :ir...zn �mour,t not. iess than ,�.500,�G00 covering each occurrence on accoun� of D?'ODe= �Y _dana�� kith 52,000,000 umbrella policy coverage. c. FDD_rIOhhL LI��ILITY: ^ne Contractor =h�11 Turr.ish insLrance as separzte poi_cies or by �cc_tion�� endorser,ien�" �o �one of the cbove-„��n�10:'iAQ PO!'_C125, and '_Il �he �nour � ZS 5� � �orth �or pub? ic 's.iability anc proper�y dar�zge, t'r►e �ollo�;ing� ins�rance: _. - . - . l. Conti�r.cer.t Lizbiii�y (covers General Contr�ctor's I,i.zbility for �cts a_ sub-con�racto_s). 2. 31�stir.c, p� io= �o any blasting b�ing conE. 3. Collapse o� builcincs or s�ruci.L're5 adjacent �O E�:CZV2�107'i (1� E?:CZCc�i0I75 2Z"2 �.O b� Q. pe� FOrr:ed = adiacenL to 52.Tn� ).._ . _ . - _ _ 4. Da„�age:.to:_undercraend utilities to*' � . -' � .. . _ _ � ��_ _ . ^ _- - C�-3 : � � � . �� - . -- � . -_ - $500,OOQ. I � � A � C� C� � � !'! 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O • �I a� . U U1 N N i�: U1 �' (. i iU , '✓ � i� � � � U �� 'l � O C: .1 J � v la la N .. C.� (li �: � �'� '> .� ✓ i-i v �n � r� '''1 , U1 C1 '� � �•-� U r�1 x U � �' rY� I r�� U ;; � � . C [ I� SECTIOh C�-4 SCOPE O: WO�F: PPpT C - GEN :RF,L COND�'+IONS C4-S SCOP:. O� WO'i: . - C�-4.1 Ih'TEhT OF COt�^RhCT DOCU�:ENTS: I� =s �he ee�ini�e � intention of these Contract Documents to provide =or.a Cconplete, Lseful p,roject �:hich the Contractor undertzkes �o construct or furni_=h, all in fL� Z COTiID� iance witr: the , reQuirenen�s ana in�ent. o� the Cont:ac� Docune::t=. I� is I definitely understood that the Contractor snall do all �:o_k as provided for in the Contract Documents, sha?? ao a�l ex,�ra o_ special wor'r, as nay be co.^.siderea bv the O�ne_ zs necess�_}• �o � complete the project ir, a satiszac�or}r an3 accep�2}Ji e n�nne= . Tne Contrac�or shall,.unless..otherwise speci�iczlly stzted in these COI1tL'ZC� DOCC1P.2ii`�.5� iLrl:lSt: c�l lzbor, tools, rr�a�`.�='_c1S� �. :machinery, equipmer�t, spe.ci�T .se:vices, and incinen��ls necessary to ythe prosecu�ion :and -comple�ion or.:;the project. _ . .. . � --: -- -- _ _. _:. __ __- __. . � _ C4--.4 . 2 SPECIAL 'PROVISIONS: - Should. any;, work or. _condi �ions which--are:_not thoroughly :�nc-:satis.factoril�• �-s�ipul-a�ed o� L-A cove.red `by .Gener2l or_.Special �Conditions �of these Con:.ract - _Documents_be anticipa�ec,_ or . should_, there be ar.y .acd� �ion�l - L� proposed _work which is not._:: coverec =by-.these-Con�rac;t Documents, .�hen "Speci�l Proc:isions" : covering all ,such work will be �prepared _by_ ..the ,Ow:n.er,_prev.ious. .to the tine of - �� receiv�.ng bids or p�oposals �or _sLch wo=k anc �urrishec �o the �idaer in the iorm o= F�ddenda. F,? 1 such "S�ecial Provisior.s" � _ . - shall be consinereo �o-,be e part o� �he Contract Docun�nts iust as thouch thev w�re oricin�lly wzitten thereir,. �T � C�-�.3 INCP.iAS�D OR D�CREASrD QJA?�TTITI�S. Tn� O»ne: reserves th� right to zlte� the Quar,ti `�e= _ of . �he work to be per ��o� ned or to �extena or shor �en the inprovements at: any,time wne:, ana c5_' iOl1I1Q t0 b� neC25.Szi�'� Z71Q tf7A CO;I.`.:2C�0:_ Stic! 1 pe� i0�a�: trle •�ork zs_ �ltered, increased or -decreased at �he uni� ��ices. Such increased or aec=ersed quanti�y shal? no` be more th�n 25 percer. � oi tne . conterala ted cuan �i �y of sucri iter o: _ �ens . i�,he^ such changes increase or decrerse the o= icinai e��r.tity o= zny iter^ or ite��:s o� work �o be done or r;,aterizls �o be :urr.ished by the 2� p��cent or r,:ore, then ei�her p�rtti• tc the contract sha�l upon kri�ten reauest_�o the oth�r p�rty be enti�led to c revised consiaeration upon tha�_pa_t�on c= �he work abov.e or belo�: tfie 25 percen� -�of the original cuzn��tv statec in tne pro�osal; such revised cons�ceration �o be determined ;by :special ag:ee:�ent-. or as-_h�reincrter;-p_oc-�ce� for "Extrz Work. 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' � N =3 �.�� n� r� 'U � � t � �_., i-� rr n� 'n " '` � t1' �b rn n►-� � n' ;;' '�,�� a- �U �' p p;y cD rr 'b rr :1 ni �) N m� 1-' :� CJ fr O l�J N:1" � O 1-� In (U U� �� n n� �' ��C tD rr �� cn �p tn i�• �"t G rn rn m�y �n ;3 ?' ,..�� . � ;, n� �' t=1 IJ N �-• (D n' �^t �� N r� n:1 �; i�• �,� rn �:� '_'' �� m'�� ` o � r.� ,'' t � C:� i-� �n �' � 1 �' cn `r n� n', � o p�n �� (D �Li (D (D �.t 1-• I- '�) 11 ,� ,:. c� ,t �U N m n. :� „', ;'' ,.. �,. �� fD J r* � fD :7 fD '�� . �J �� (D tn n�� (�� lD � t � (.1, N �.� tn ��' ::i .�. (ii N�-J 1.. �r. p�. �� ,_�. ' n, ,y n� ��:� :7• 0 5� �+ �� :r �� o o i� o�-� rr •�c, �D C�� rU ?�' (D tt� !�� t :� � h I-� � h r.,• iJ ��c� a cn �n i-� m i -� 7 �,- _ �t O r► � � n rr �y. �_.. n, f; �� .... �� ; � a� n� rt� �-• E_' rn o� �U In �� -; �� U. : i' r� �•; :�" t � (D IU tn . O tD (]� � t Cl, �U N �•• �� rr :t � ] r� 'U on,��p�<<n (o ;� p cn rr �� r� cD J �t �U �' it :� m '� r� �n o'_' o ; �" v, m �n ��`"a. m tn � N O � t rr tn � t-r, N � � FJ Ih n n � �-• �� r o 0 � n� � :.� � �c m � p, (11 � < < U t n �' tn � � c" 0 r� :�� n n :� �" �� rt'd r; ,-� ::� I-'rt F., n O n, O �n r� U•�q tU (A rr c�� s; m i--''� 1 O �... �' �t �n �r�q (D (D 'J' � t � n 1-� N p N F�• hT ..+ f t 'C� =� (b 'U ��" .7 r[� n, �-� � cn . �, �iS � ;� 't '7 �... � �. � :� �, :i :l �: �r m ,.. � ��,'�7 :.1 � � o �'�n '�. N � r (D (�� ' �� 'J• rr� 1-� m �� :�' �-- V o, �n m � i�7 � — ii !� � �.� C'�..� C�. � Ci �i � � E� IG� E'� � L.� l�! � � ■ sl c. Durztions shall be in calendar days anc norr.,�.l holiczvs an� wea�her conditions ove� the c�� atio^ of �he co^�ract shz?1 be accounted fo_ �_�hin the durz�io:, o_` each �cti�-ity. d. One critical path sh221 be sho�r. on the construc�ion schedule. e. rloat time is �definec as� the anour.t o•` time � between the earliest s�2r� de�e ana the latest start date o� � chain of acti�-ities o: :.ne CPN. _ cor.stru�tio.^. schecule. Float time is no� =or the exclLsive use o: benefit of ei�heZ' the Con:.racto� or the Owner, _. Thirty ca}�s -shaii be used fo� Sllb^ltt� � re��iew unless o�herw�se speciiied. � The cons�ruc�ion .�schedule shall� as a.:i�:inimun �be :ni�-ided -_. �into-general"categories:•as-�indicat-ec--i�^-the�-Propos.zl anfi ; _ � Technical � Specifications;i�nd �each: �.aenerzl �:category. sha11 : be .. , broken oown `into _ac�ivities::.ii-i enough aetail , �o__ �chieve zctivi�ies of ap�_o}:ir-�a�elt' �ourteen (14 ) days dL_a��ion._ � r or each gener�� ca �ecory, the cor.s �ruc�ion scnefi� � e sn� � i - � � iner•�ify all traaesror subcor.�rac�s hhose �o=k is represen�ed b}� acti��itie_= �h�t iol � ow �he eL_ee� ines o= this Section. �'O.'". e2Cr'i Oi y'i.rlE L2'. ZCeS O'_' SllbC011iicC �5 �. ��"2E COP.S ��llC�20i? SC�i2CL:lE S�'icl� �i1C�iCc}..E �.�lE i0� � OF+iI�1Q D�OCL'I" Ei:iEi'it.5 � COiiStT"L2C`�.lO.T'i ciiQ Pi.��CCED�.�ur10E cC�l�'l�le5 ZI1C. EL'�il�S =I: the�r !Oy1Cc� S�Qll�:'.C� -0r e��ipr��nt`_ 2i1.^,. Ti�Z��12�5. 1, I�f 2. � 3. �_ 4. , c � J . � 6. %. � s. Prenaratior. an� �rznsm_ �tzl of s�sbmi �tal_=. Sub.�:_ �tal ret-iew p�rio�s . Shoa fa��ica:.io:, znd a�l�very. �'_"2C�lOi1 Oi 1P.5`..c� 1.2.`�-lOi^.. ir�nsr,,i �ta� oL nanu�ac�urer's oper�� on and r�aintenanee ir.s�rLctio:�s. _' P.S ��lled eQL'1D��"1 �`- GR = T��Z�.�i 12�S �e5t.li'iC. �wil�� S O�?= Z''i.0'_' :. f'.5 �iL'C `lOil (? Z ZD�� 1CZ�J1E ). rinal insoec:.ioa. ' _ �. _ _, C4_� .,(�) ,� :41 � ; � - - ,i� �� rr tn rr cn �iJ O'O C� r}� O:1 �n rr N tr" F-� �� D �• r J• �• N <: I-� p�- � �, tU ��' �� ro rn o � . :l n n�i N I�• (D p� :7 (D . � �- (D �r ::Y . . J ' ( ;J• �, I }� �+ �7 �,. rr m � ��. ,.. �, ,_, r �, �� , '� a- p, o o:� �... ,U p� rr �, �i ��• n� it (n ,v �., � 7 n� �� 1 ,O �� .. �u rn m iv �; �,� i: i-� in � ��" `' r�. i n �... i... �� O n� U cn :�' :�. t �•�,1n C') p� n ' o rD '� �� ;ti;�n n� ��1 :� �T �� i., �r t� fb p fD (D N �•• �.. 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PAP.`�' C - G�h�P.�:L COhDITIOhS C�-S COtiTrZOL O_ F;�� F,ND - - 2?ATcP.=nl_,S F S�CTrO?� C�-5 CO'�'TP.O� OF WO�:� Ah7 2yiF:T :r''.IF-.LS �: _ � C5-5.1 AUTiiOR=^�' OF EhGI2v��P. lhe 4:OI"k shall b� p��forra�d �o f the satisfac�io� o� the Encineer ann in stric� co:�,p? iance wi�h � the Contract Documen�s. iie shall decine �1� cues�ions c:nich arise as �o �he aual� ty anc accep�abili:.}• of r„ateri�� s �� LI"rlished� �+0�}t perfo�a<<�G� r2t.E Of DrOCZeSS 0= �he WOi}:� overzll seQuence o` the construction, inte�preta:.�on of the Contract Docur::�nts, accep�able �Ll�i? lnert or th= cont:ac�, L co;a�er.sation, r..•�tua? richts b�:.ween Con�rac�o= anc O::P.EZ- LIflQE= �i �hese Contract Documents, super��ision o� �he wo_k, �esum�tion of ope�ations, zna al? -othe� -auestions oz� disputes �;hich. nzy. r� erise. -:Encineer will no� _be:.r_espo_nsible-.:_or Cor.�tractor's _ neans, methods, techniaues:,_ seauences '-or .procedures of. - construction,- or the_;safe�y.:.precau�ior.`and.orocrzr.s-:inciaen.�:� thereto, and h� �i? l:.no� b� �= esp;onsible . for . Cor tr�ctor'. s ' failure to pe_�orr, the wo�k ir. accorfiance �;ith �h� con�ract �.: documents. ... _ _ ,._ . _. .:_ .:. _ , - _ - � 'r.e shall de�ernine_• �.he anount .and Quality o�� the work � conpleten and .,�a�.ei12!5 furnishea, �na 'r�i.s decisior.s an6 eStlIiiZ�eS St'!c� ! b� ZlIlc� . F:1S eStima�es l,^. Sll�}1 2L'en� Sric� � be a�conditior. �o th� rich� of �he-Con�rac�o= �o rec�ive money. �� cue.hir,�. under ��e Con�r�ct._ ^:he Owner sh�=__hcce exe�u�iv.e � cL• ��10� �tV t.0 Er�orce ciiC ::�c}:2 e�f2C�l�re- such r,ecessal"J QEC1510I15 2.IlC OrG2i5 c5 �`.�lA COII�iZCt.Oi i2='S �O. CZI".�ti' .OL'� . p r o;�p � l y . . _ .. . . _. . _ _ _ - _ �� IT � �n. tne even� .o�_ any 6ispute .betweer. tne E:�c� neer ana Cor.�ractor. ove_= �ne dec:sion of_ the r.ncineer o�: anv such' I'�d �ters � .�he ':.C1R@EZ _ ,<<LS �� h'lthin: :a reasonable . �1TItE, upon �:ritten reaues� o� �he Contractor, r.ender and a`�_�-�r �o botn �he _Oriner ana Contractor, a.w:itten decisi,o:: o� th� r,iatter ir controvers��. _ C5-S.2 COh_�p�u=�Y K_T^:: P�::t�S: The •_`inishe� pro ;ect :.n a� 1 ' cases shali co^iorr,. �:i�.n � ines, crades, cToss-sec�ions, �. ��rish, and cir.,ensior.s shohn on the plar.s or �ny othe_ Z'eGL?iremer�5 O��:erwi5@ Q?SCribee 171 ��1� COI'i��2C�.�ocenents. �* [':tl V Q eV 12t 1 Oi� �: O?ii = �he_ ap�rovea Contrac �-.. 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F� � �.,. � p �.. . �v ri � (p N , f'f' �r � r h � ►C � (n N (p ' p, �., � . �' fp N a' G' O � rt tn''rk (D C� ►-t 'ti n O�F (p � ro -�" �� 0 ru _ r �o � rn� ►-. C�� ^ (D � �O . H' �t ,. ." ft fA� M �3 �� N rr G. �r �r O rr �r' ��..� � n ►-• �' N• rt ]- O �y..0 : N�►�nn,NKo��"m�c� (D G F� (� (D G(p tD' �r �...: �� ,, o cv rr ' �r ��i . rn n; n rr �' �• � ,.`�� a- � � t p� �4 �" (D ]" ►,wcvo �,•G a�ru' a cn ��cn�n, �r�£ (u CL fD �' �' ]- N �t p rt N Z F'• }-., �(n ►�t rt N �, 1� cn �d O N rr rt O'd 0 �0 ►�• ►� �' � ; Q'`C �r • �D, �� 1� N t1 N r� �(!1 O (D" .(� n �O � , �... (p ►... F., �.h G r (U =� � ►.. � �C :� n � 1� O �' �r � � rn �� v► N i� �� o: �� rt. a"� n�' (D M . � :J (D � '.,. �" � b. �.. 0� �� rY 7 � �r �p N � rt �r. �p �' O��• rfi n c: ,'�*, C G, N v(p . l s`r h(, .(D � rt U N �r �� C 1 x ►1 }-� n�'' � tQ , fD O rt. . (D !1� N N� N F��:G b(D' p F-�. �N,. C]: pI N . � N � p . �q ►-fi Uf � ►'' N, 5" ��' In G 5' � �, I�.n (�p U p� �� p, �,�'-M� � n. �O n 1-' rr 1-� (D fn,. I--' n � ��',~ Q� �� U' G n fD U' N � N �t' c� tv n N �p V1 �' i� �� N N ��t� 0�� rt � ��n., O �n , � � (]� �.., � th �'U � rt r1 rt �� ;7' r� 'N� In ►-�fD r�:b't]�G N O.f�'c; �1• O� N, f� rr n �p ;�• ''� �C u► � � �'1 (D rr � h N, m; � N � rr p, (D N 0 F; fD. W . �, u, �, o�, n, N►, �, a, n, G � � ►i. N(D U' fD - N O]• �r 0- p�, � � �C �I Il� Ul � / (D O (D �i (D _ Q - � � � � � � � :_ � �r.� �rr� � � � _ � W � cround, and shall be placed unner cover wnen cirec:.e�. Stored rlateriz?s =sha11 be placed �and located so as to facilitate � Pro;�at inspec�ior.. _ C�-5.14 EXISTINC- STRDC^URES hND UTZLITI�S: Tne lo�z��o:� zne �� einer.sions shown on the Plans rela�ive to existinc ut_ ��_e� are bzsed on the best informztion available. O��issioa ==oT, o_ the inclusion of utilitv "locations =on the Flans is no� �o b� considerec zs the nonexistence of, or z ne�inite lo�a�ion o`, � existing Lndergroun6 u:.ilities. The lo�a�ior, o� ��r.v ca= T�tc1I1S r G:Zte� IIl2.lI15� COi1QL11 �S � Se::er i ines dt1Q SC_�'10E ? lnes ,F ro: a11 u:.ilities, etc. � is ur.kno�.•n to the O�ne� , zr.c the rOc�ner assumes no respor.sibilit�,• fo= �ailure to sho:: an�• e_ z1 � � such structures znd utilities'�on the plans or to sho�: ��e�;� ir. the�r exact iocation. It is ��•��uzllj� zgreen �ha� suc�, =ai�Lre �"l will no� be cor.sidered su��icien� basis �or c? �i^�:s ror �,, adcitionai compensatior. for_ yx:.rz Work o� for incrers�nc the pay Quantities in any manner wha�soever, unless an obst_Lction � encountered:�is=such�as to necessitate chanaes in the ?ines ana craaes oF conside�able .magnit�uae .or_�:reQuires the bui=c:.nc o�:. : speciai works, provision for wnich is no� nade in the Coatract Docurien�s, ,:in which case the .provision ir. these Contract Docum�nts for Extra h'ork shall a�p� y. �; _ ____ - _ It shall be the Contrac�.ors resDonsibility to ver:ry locetions � oF adjac�e�nt -znd/or con�lictine ��u�ilities sui�icier_tl�• in 1 advance of cor.struc�ion in or�er tha� he nay nego�i�t� su�h local adjus�m�nts ;as ::necessar_y :in the : construction pro�ess to � proc� de aaeeuz.�e clearances . The Cor.tractor �she �� .k_ all necessary PreCcLtior.s in oraer to protec��a�1 ex�s�ir.c Ll �1Z1 �� ES r 5 �ZllCtL'reS 3I]G service � lines. �1ei.1L1CZL].0:; p?' �Y , .e7t?S�1TIGYL�l�ltleS�._S��llC�LI"eS c:2Q .SeZ.VZC2 !1.72E'_5 �5�'12�.`�'- 1IlC!llQe_- 1 noti�icz�ion of �all utility co;npanies at leas� fortv e:.gh� (46) hou�s in _advance of cons�ruc�ion inc? ua� ng exolorztori• _ exca�z�ion_ i` r..ecessary.. �:11 verificGtion oi e}:�istinQ � -- utii�ities and their_adjustnent shall be considere� zs -subsidiary. wor.k. _ . .. : � - � �C7-�.1� !'t�i`r't��?i.1D�'I��' Q�' Sr.:?�%?CL _ . - i . �. 2vOr��1 �rosecL�� on: ��n �he no_r;aal prosec�Lior. or �� work tinere the ir�te�ruption or se:vice is necesszry, • the Contractor, at .least 24.hours in advance, si:a�l - b� � re�u� refi_ to: ..._ _= _ _ � _ . _ a. _. �. Not� fy t.he ka �e� Dep.crtment's Distrib��tion . ,.-. _ Division as to lo�a�ion, tin�,� and sched��e o� _ .: _ � - .:. -_ . _ service . in �.erruD �ion : " : - - _ - , . - - _ e,-__...-__:___-.__: __- Q :� _ : � - � c�-5 c � � - - � . . -, _ - - - - .- � i� v r ,. i, 1�' r ' r � ,�, , t*1 rr ��(n Y G N f7 � � s: � � �7' �1'N 'N � n Ut a��+, , ''' �n � l.., �.�. . � ' p� O � ', rr�F,.�v � G vi L�" � (J� '� � 1� �. 't � � � ! ' (D �N �O rr N � �i, �1 tn U �� T (D D n • � �"' rr t.l� l � ' , rr ��.,1... �„ U� �,� �„.. . (D n ,� rr ro o :r � ; , , ' F� • �p � �. � Z , ►-n ��. (� � � �'•.O O �r C �r � N 1-h � � fD 'd � n , ri � . U I. ; � '�t ��. rt n' � �. O � a' � N p n �p � (D }-� f� U' N ' rr Q �,. � p, fr �.� �� in. 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' U��O 1�� d O •.-I N : (� rl O N �' N N ; . �•" � ��'r � �i ' ' i �d p� O O O!A 'CJ � �D •i � O al' 41 n1 N rl •�I .I'.. �1,'C3 (1� W�11 r1 C. :i ,1.1 N QI •rl � N��-1 !U �`..�' rl N N.0 1-� 1� r-1 ' r.., � , U O D U U N rtf A U►� � 1� N G N N U!+-+ +� C1� N u� U U;C]� N N 0 p�'�� N A n1 va A:� � � p� E+ �� E� cn �*► ' � ,, . � � { �n ' i , . , . ,. +' „ . i � , � , ' � h � , � , � �. � � � t �.�`� ��i- i y � ) � . � .. � �. � . t, <,��•j41 �41�' � f j . � � '� .� . 4 �, 6 -y� . . . � �''. . � tl' �; .! _F.k �, � 'r+ �'� r.. r?F� r' .'„' � �•i r � , , . , v ', << r . '' . " � . . ,. . , . ,� � ;��, . ..r . . .� ,,,; i �1 � �R lt Y � 'J � �� . The Cont:actor� will not renove zny reculztory si5n, ins�ructional sign, street name sign, or o the� sic: which has been erected by the City. If it is deterrinec �het a�igr, �ust be removee to permit requirec constrnc�ior,, �he Contractor shall con�act the Trznsporta�io�: z�c_ �ublic i�orks depa� ��er�t, Sicrns anc Markinas Divisior. (p'r:one n�r..ber 5780-8075), to re�ove the sign. In. the czse O� TeCL'12:.ory S1QA5� �he COi1�2"�CtO: L1llSt replace the pernanen� 51CP, �'1�Y1 2 tenporzry sicn �ee�ing the reauirene:.�s o` �he zbove -referenced manuzl anc such ter„oo�ary sier. r.,�s:. b� instz?led prior to .the reno�-a1 oz the perr„anent sigr.. �: �� ter„po�ary sign is no� installec co-rrectly or i� i� coes r.�:. neet the :.eauired specificctions, the._permanent si�r. sh�ll be le�t in place until the terr.po=ary sign requiremer.ts �re r�=�, i;her, cor.struct� on .work is completec :.o tne exter:� �he� �he pe�manent sign can bc re-ins�alled, the Con�:ac�o= sh�11 acair. contact the. _Signs .and Markings Division to re-�ns�ell the perrnanent-.sign .anc shal.l lezve his te�porar� sicn in glace unti� such�re�ins�allation is=`c'omDleted.� � �- � The Contractor will. be, held_ responsible _tor �1? dz;,laae :.o th� �aork .or :the ;public due to _'failLre of bzrricaaes; s`icns, f ences, ligh�ts�; o�' watc�hmen _ to .protect ther:: khenever evidence is found �of -such aamage- to: the `work the �n�ineer �r�ay order `the damaaeo portion immediately reriove� znd repiac�ed by the Contractor at the Contractor's -o�:r, exoense. ?'he COT� �� aCt02 � 5. r2Sp07151}J�1.1 �� iOr `he r��eintenznC� O` , Dz2"i 1CcQeS � signs, fences ane ? ign�s, and �or providing uz:.chne-: sh�ll .not cease un�ii,the projec� shzll have-..been.corr:�le�ed ��c ecceD�ed by _ the Owner.. �. _ .. . ; : . - -. .- - . _. _ _ . ._ -. _. _ . . . : :� >. 2:o comper.sat-? on; except as SP2C1�f1CZy� � t `pI'py_��C �? il - �heSe Contract.Docunents, will be paia to therCon�_zc�o� ror the wor}: znd r,aterials__ .inL-o? ved � n the cons `_ uctinc, � oroe•i�inc, cI1Q m�in�Zlninc_ o� barrica6es, .s,igns, :fe�nces�� ZI]C !1Gt1�5 02" i0� SZ! Z� le5 . Oi F;ct"chnen r �Oi �.he sLbse�ue, �?'E,^„p�;�l cI1Q Gisposa� of such bzrZ"1CZQ?5 � 51Q715 � O: ' i0I' cP.V O��'iE: incidentals necesszrt• �or tne proper :pro�e�tio:,, sefe�y, znd cozvenience of the public durina the contrzc� p�: �c;:, zs t'r,is work is cor.sidered to be subsidiary to th� seve_�' i�e�rs �or �*'i1.1C�Cl lllll�i. OI' � Lf�l� SL'.T� D= 1Ce5 ci e reQunsten ir, �;1E P_ O�OS'c.l. �. CE-6. 9 USE OF E?:PLOSIVES, DP.OP W�IG�T, E^C.: ShoLld the CO:I:.ic�.C`OT elect �O llSE 2XD1051V2S� QZOJ WF'1C.^,Lr E�C, �' i n �,r;� - D� OS2CL �lOTl Oi ��1� WOrk, ' the'�utmost care sh�� }:i� "e}:erciSEEQ �c� �� 11 times so zs not . to endanger life or prope= �� .-^.he Contrac�or s hz ll n�oti�y the proper re�=ese:��z�it%e �of any public�"se_vice corpo�ra�ior.,��-'any COI1D2Ilr; _P�,'�-=cL��, o= � L'�! 11�y� ZPQ _��1� �.,Il�', not_ less �han twc,^.�i'-=0L'= t]OL'.LS {fl ' � � - - C6-6 (5) � �� - -�.i ' � �---�7 .�� -�.i � � � �. _ � � � � ��I.ri � N O 41�' b� /� N O � 3. � � 4) ` ,C . � ' �� .0 O �. U� � .�, G '' � , � v U U � N. .r: ,U 3 N �, ►� ��' o .,� � � • r� -r. ,, o U '� N N >� ?, t� � � N `� a 4� � o a, Q1 UI u� -� - � � O � � 1-� •.-� 4-1 � O ' �� N N ; V �; C Q� � N � ti J ,v 'd � rt1. N • 4-+ O a� p a� U ��i N �j � r� 'r� �� a� a� � .O v� G t7� O �ta G ►� O � U N a� N N�,"� ;: �. 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O,: t � � N U � �1-t l.� . p 1 .�� : �d •.� , � , � . . •�-1 N la U N• N''i �{,� v. .t� �� O�, �, tU N. V.0:. G lJi v�1� N O�J a� ,U d 1'�b 4-1 .4 f � �.J Q� Q% � Q) Q�, .''� •(:i . �. .., J (f) 1� - Q . ..�v i .r'� •�1 U:, �.�, ! (�.'r� � N -i�i "�) �. �1 N � �i ��1 �i�l ��..r� �:. Qi O ' . V lA . 1�1 ,� ) � c��Q ' l� r.,( Q) y � .. Li .�» 4% ;�y ` � �] �.J . U� , id . : IJ.. .A • rl V .,; Ql . rl � .. � (l) ` � a )j �, � �'+ ' � � � � ' ' �1 Ql :1 a� >, .� n, <' � N "-I �N U � ':� � p � . N •[ '.y� '•�i �►-� v Qr G �-I !�� i]� " C ',O �� ,-1 ~ , ,-i � ul ..� 1� >.![7 (� ' N N►� •rt N ' I ►.� O� U �' ��d N•�� y.� 0}� ,-1 0 O�U � U� E� f.i �U I , rl � C'.. 11 •� O N C. O..[ � r-{ N.0 Ul cll tL� ,C •�I N•�i O'Cl .G 1-1 �N 61 Q) •�I 1-1 �� .G: 1-1 .r{ Q� � G i fL' •� •�� 3 U a� �.N U,;t.�� 0� U 3 N, .� U�t� f-� � 1-+ U. .cd a� 3 N U� Q� :t p� Q, N.,C��.1-� .1a 0� u) � , , ,. • , . �� c,, � ' ' � ' �� . � ' : � ! . , i �'j ... � �S. r� •4 � . i. , t t. ! '�r� ' Y �� ' �,1 ' /��I H . . . . ' . . .�. ' ,� '�0 Y 1' i every precautior. to prever.t damage to a11 trees, shrubber�•, plants, la�:ns, fences, culverts, curbir.a, and a=1 othe: t��pes of structu_es or ir,•.�rover,�ents, to a?1 �:a�e:, se�:er, and cas lines, to �i1 confiuits, ove�head pole ? ines, o: appurter,ances thereof, inc?udin5 thE construc�ion o� tenpo=z=y �en�As, and to a11 other public o� p=iva�e propert}• along zcjacen:. �o the work. - � The Contractor shall no�ify the proper represen`atives of � o�:ners or occupants oy public or pri�ate lands` o. in�e�est in � ancs c:hich righ� be ar�ec�ee by th� wo=k. Suc;-: no�ice shall � be made z:. ierst 48 hou�s •in advance of the becinninc of the �. c:ork. Natices shall be applicable to bo�h public anc pri�ate utility co.:i�anies o_. any corporation, company, indicidual, or other, either as o�:ne_ s or occupants , w:�ose lznd o: ir��.erest � in lanc r�,ight affe��ec .by the work. ^ne Contrac�.or sha11 be -� responsible for all aa�zce or.injury to _p=opertv o� any character- rest!lting fro�: any :act,. :or..issior., neglect, or r� ;r„isconduc��-in the,'manner -or .methoa:-,or-execution_ of the work, , or at any� �time�aue::to de�ec�ive-:work; -_r.�zterizl, ;.o� _eauip��n�: . When-�and .�;here-any direct:or':indirec:.•.or _injL=Y .is:done to L ' public or pri`ate propert�• on �account of .any _<act•, orr�issior�, neglecL;=: or��z�isconcuc� in the :execution a� the �:ork, or �in , consequence. of- the�:non-execution _thereof-.�on the DZit _Oi �.he fContrac �or; .he : shall res �ore .o� hzve .-resto_ed a� -his oNn cost l.� anc exper.se: su�h pro�er�y to a conc_tion at � east ecuzl to �he� existinc before such damaae or injur�• was done, by �� repairinc,� reb�ilaing, or_ other�:ise rep;! acing anc r_esto. ing _�as ..__ . . _ _ . - '; Y '' :t`ne Owner or he . sh�z11. --reke goo:� sLch r,�y be c__ ectea Dy ,� GciT�3.Qe5 O� =II�iL'T�' 1i, Z,��anner accep:.able i.0 tflc. O'r::1e:. Of the _Droper`y.. anc..the. �,ngineer: ._ ._ _ r .,,., : _ -: . -� _ , -�- �''' �11 �ences �encour.terec and renoved curing _cor.sti-uc�io:�_o�. _ this projec� shzil be res�.ored. �o the -oricinal o= z be�ter �- r� _ tnan originz? condition upon complet_ion^oF �i-,is; projec�. �� i�nen , �:ire _=er.cing, ei �he_ wire raesh or barb�c �; ire _ s�to b� - crossec, tne Contractor shall set ��cross brace:�_ posts on �`' eithe� side o= perr,�anen� easemen� before the yen�e is cut. - ; S,'lOL'�Q 2QC_i.101'iZ� �ence CL�S be necessary� �li� CO:l��2Ct0� sha11 p=o��iee c_oss b_aceo posts zt poir.t of �he proa�sec � cLt in aaci�ion to the cr�ss bracea pos�s _pro�•iaed �� the � pe_mane:.t ease:�ents li�,=�s, be�ore the �ence is. cut_ -Te:,lporary ,fencinc shall be erected �in. place .o•_` the �er.cinc _ � re-�oved whe:�ever the �work � s no�: in pro�res_s znc �:'ner. the _si�e is va�a�ec o�eYnich�,- ana/or �t all �iines �.o prevent _ ]..?VeS�OC}C'fro:�; en�erinc �he cons�rllC�1OI2_ _2.re�. 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N 'I-1 N .0 • .� ►-i A� a� �y� , �� 0 � C� E::.� � � C_. �; 4.. . m v � �: ;U � �; . ., ;�• : f.. 7 i• , r � I _ C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and aQrees to and does hereby indemnify, hold harmless and defend, at its own expense, Owner, its officers, a�ents, servants and employees, from and against any and all claims or suits for property loss or damaje and/or personal injury, includin� 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, aaents, employees, subcontractors, licensees or invitees, whether or not caused, in whole or in part, bv the alleged negligence of the officers, a�ents, servants, emplovees, contractors, subcontractors, licensees and invitees of the Citv; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City, its officers, agents, servants and employees for any and all claims or suits for property loss or dama�e 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 ofiicers, agents, employees, subcontractors, licensees or invitees, whether or not caused, in whole or in part, bv the alleged ne�li�ence of the officers, a�ents, servants, emplovees, contractors, subcontractors, licen-sees and invitees of the Citv. Contractor likewise covenants and aQrees to, and does hereby, indemnify and hold harmless City from and a�ainst any and all injuries, damage, loss or destruction to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, anv and all alleged acts or omissions officers, agents, servants, employees, contractors, subcontractors, licensees, invitees of 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 to 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 claims concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-iinal payment to be in the amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of performance of such work, and such semi-final payment may then be recommended by the Director. C6-6 (9) � �� 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 followin� the date of the acceptance of the work performed unless the Contractor submits evidence in writing ` j satisfactory tot he Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the iinal 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 final payment to the Contractor be made. At the expiration of the six month period, the Director may recommend that final payment be made if all other work has been performed and all other obligations 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 j Department Contract work from a Contractor against whom a claim for damages is �,, outstanding as a result of work performed under a City Contract. , ' ' 1 ' � ' , � � C6-6 (9)A I. . �'l.i' , . . . , ';' . . �d �n y�. 3►•n _7 N tn O, rt cn tn n ,� .,r .�• n� a a ro �, �u ;,• r� rn ; �� n ru :, � ,.. �� ,• a �� N r, i r� :�•, , 1-'� � N N• U �� N� ►� �n o •N ;rr O�; �-. n� tn R� cn r'S �'' rl �.., �p �� =J,� ��, �... lD N N 1-' vi •. p� O rt �� F� N�� f... r r� ; �• fD p, :� N J� 7 t0 tv ; � . G1� �.�� fD l�] ' N�, n.., N 0� � p, G (n .� • � . ,rr;tn rr. J rr ry cn �f. �' �d . o:,� p� ' n� � ,�►-•a•o • �N , , rt ; � . M• r �p U1 p� ;d � .}-��b '. i'' rf �.. N ,� (D C ;� , F.,. �... cD N�: tv �i V1 O(p ;r1 � . � �l 4 tn � . d N �v Ar ro. E <.. �. �rf �D �r,, � �. N� �r � 1-�• U1 �. rj .� hfi:r � O� a , � t� ` �''I'. 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O p, �p N ro. �r rr �'U O Q N F-� � N p, � fD U� �r tL N F.. fD �; � N(D � p 1-' :.� G tD rr n�� ) rt �p, rr �r N p� N• : n r� rr � cn • N N• �' t� rr cn n N;� r,.. cv � n:0 N p(D :�' �(D G(D I-'' (D N p r r C� n � tn Ft� �y � �' � N (D ►'' � r� � ,... y � N'�- �-b• �,p ;N' N'p:�Q rr � tn O � � � N►%t G O cn `a ro: F�• ��t G � � f-, (p n }�' ,� 'p, � iq O � ;�1, �'�� •� �� . �' � O�p, :� (p n, �r p n r n; ,� �-,, . N� n�' r+ p� r r n� � � � ,b"N N.��, ; rr•..�'c� :rN•�• �,�r+ U1 "(D i7' �'' I 1`n� � G', N ' N N(11 ;7 �p p) �-1 G,' U N, n!U rt� rr rr �n ,,. ;y ;r . �', N . fD iL� .�d n O (D .7. (D <<� � � �� '* N O � � :�n �... � �n. s; 1 � w� � (D ',d G � �� (p �� q � p� O C1� �►i O� ro ti►-t :�. n N F.. p� f� .0 . � a �n CL �t � � �4 , rr o � a � i,, �.t ►� � N,� G tv �N. G � F�• �' N �0 ; . 1�• � , ' ''' , N � '. rr n p (D U� � � � (D . N ; ►i N . l� � ►i ; � , M ►i �' � rt G �- (D � N �, � �� .o �, �r{. �,,. � n � n, �. ��n�.n�,�. rr�wo �' th� :` , rr �D ; a� rt�►, N tn n�. cn � � , N ►-'' N = (D O `C (D N �- p� .. (D ft •F.,.�U: �' '�i Ci ft f-' N� �'C� rrN�p� fn (D rrh•��N Ul (D :7 f.,. V1 1-' � N G t-t, �-• �p� �, �q (n., � . t�.;� � , !-';`�r � c� o � �4 ro �. n� n �o � �• �1 �n o �-� o �n �� ra N, N m m r, ►� � �n , p N. } J�J p, o n, ,,. �� ' rr N c,,:C:� a rr c: rr p,. ��t N��:7; l)_(D ��: c] �' r►� n' 7. , , o ry c �C, � -. . ►.n N •m w ,,. �� . rr _n n... , rD rr W ��• iO �-• �i 7�:r `�rr 5' ro b�t �',��;!-� (D N� a N�D b" p �<;•` �;fD .�C],'(D v�' W �r ln ,(D -� U► F�: `� �;� F... �t p, fD �• O n ,. _ rr, p;` ' �,M;°N '� ;cn �. �p . n � O (� � N .�' �.� •:��.F..: fY � � ,f�'. (D �; 1-~.,tq ..r �' �n, (_l� �;, � fD � i N. n�: n`�,F!•�.ti. r`J' (U N �_, (U i•h N ` ; N � � � � rr �r :��' r (D 'N, rr n �p N• �r N, O(a p�' D O �' �< :J' o p� � U1 N hh F-S tfi (D C1� �'h (D N Ifl (D �S � N b' H �n ,-• �- � N p� (� . �.. tn d ,� t O K r� ► t� ` p N 'O rr n ry a- rr 5 r� o ro :7 �< <i n� N � =i G tU ,��r << � p, �� . (D . N r ri f�. F�. � C1 h tv N ►�h'�) f) O , N f•. �t �1 . rr rr '�; A� 7 cn N (l� (D � :�, � -� Q N`rr tn , �7 t0 f r (D (� �... ►i U1 O r� a :� n .t-� rr N rr tn rt 'O , � N 'U O n �t G rr .O rr 'U �E�� r � N �i � x• p, i�• rn � �� • �q O 1 �l �D N � rh u� r_ N (1� (D ty r-t (U t. O G �� N N n f n (� t'� (p n 'U , �t rr U''0 fr (D (p � � H N' J .H� rt .. O � � �t t- N r* � �� ,� ��. �t p� O O � � rr, � O �'' �� t h (D N p 't r* � � :r N. i r� , ro r• � � fi r ft `�. N � () (D � . r ►i � �• � U O J N rt Y 0' `7' fi ��. fD ro � � N ►'' f � rt tfi �. � �• o O N n� � N � tn �.. r r � J• O � 0 rt '�' r* t7 � � h' • ht �p F 1 � , Fi f) r o p 0 r� 7 rr � �l t� N N `� = � ►i �r � � � O �, b- 3 N � � ro (D � I �- � � � �_, : a�r� s = --'r.`" "�' a�r' �' :.'�'- ' � � _-1 LJ l�', �� L� �� receivec from �hese ter�porary connections until such tir.ies as the p�rmanent connections are bLilt and 2re in serrice. The existing sewe=s and cor.nec�ions shzll be ke�t ir. ser�•ice znd naintained under the Cont:ac�, except c:hen speciried or orde_ ec to be zbandoned bv �he Enginee� . �:11 �:ete�, se�aae, ana othe: was�e snall be c_s�ose� o` in c setis��c:.e_y r,�anner so that no nuisance is created and so that the �:o�k unde� cons�ruction kill be aaeQua�elt� pro�ectec. -- C6-6.16 AP.RF�N^vEMENT AND Cr?,P.GES z'OR i�;ATER PURh?S�ED PY mr� CITY: When �the Contrac �or des ires to Lse C:. �y w�`e= in conne�tion w_th any cor.struc�ior. work, he shall r,�ake coa�,plete cI7Q Sz.*".1Sf2C�O�y arranoe�.�er:�5 G�1t.�'1 the ?O:t �`70:tr2 C1tV Wzter Depe� �mer.t for so doin� . - _ Citv water furnished to the Contracto� sha11 be oeliverec to �� the~Contractor �rom a connection on .an existinc City-r,air.. � r11�-piping requixec -be.yo^c� the-poin� of aeliverr -shall-be [�, installed by the Contractor a� his own expense. -�� --�- idl \The- Contractor!_s �-responsihility " in.-the use:.of z'�I`.existing � , �. iire hydrant�-and/oY-valves -is-��aetziled in Sectior. E2-1.2' USE ' �r FIRE �fiYDRRNTS' AND �'hLVES in� these General Con£ract Docur:en �s . _. . _ ^ _ . � . . :: � _ I �� h.nen meters are usec �o neasure the"w�a:e,, the charges, iF any, .�o_ tiater will be at tne regLlar es:.ablished rz�es. i�ihen neters are not �used; t�he` ch�rges, i� 'any, will-. b"e as � arescribed by �ne C:.ty �Ordinance, - or" where no or`dinance �pplies� D2�'IIleI:t Sh2�1 DE „�aae on es�imates and =rates -es�ablis�heo by the Director o� tne Fort korth hz�er , : ._ Depar; men �. ' • ` - - ; - - - _ �_ . . _ -. . _ . _ � � _ - . .. . �. _ - - ` _ : Co-6.17 liSE 0- � SECTIOiv 0� PORTION O= 1�L WOP�: i�,';�enever, in . �he oainion_ o` =the =�.ncinee�, any sec�ion or portion -ef the � c;ork or any �structure =-�s in sui�zble conaition, it riay be .p::t into use upon the written order of the EnSinee=, and such Lsage shall not be held�to b� in anv w2}' an accep�ance o� said � �:o.k or s�ruc�ure or any paY:. tY]?Z'20� or as a wai�e: of anv of a �ne �i'Ot'1S10P.= o� these Con�i2.C�. L7OCll::1�I'i�.5. �! � T1eC255Z��' re�zi-s ana removzls o� ar.v sect�or. o� the �:ork so put into � L'SE� Ql?e �O CefeC�lVe r«terlZ.�S O< <+Oi1CL•'i?i2S�llP� eQll1D1�21�� O: � �o d�=icien� 0�2.2'2tions on �he part of :.he COI1tL'ZCtO= � Stlz� 1 be pe�form?d by. the Contra�to= at his owr ex,pense. � C6-6.1fi CONTRACTOR' S P.ESPOt:S � bILTT�' FOa T�E 4;OF�: Until �.'ritten .accep�ance>bv - the Owner as prov_ded f o_ in these � Con`rac-t Documents,_`•=th� .work-_ sha�?1 be"unaer th� 'chzr�e��and cz:e o� the Con�l"2Ctor, znc he `shz11 take ever}• r.ecessa�y ' precaution to.prevent injury or dar,:age �o �h� work o_ zny pzrt V ' .; - � - �Cb-6: (11) � '` . � _ � - _ _ . . _ _ ,:, _ li '�s? ;aiL . �., : .. �. i' i . + �' i ( 1, � �'C1 i-''tJ � O (D 'CJ _ O - „,. �t 1 �tr.JhN f �t ,, ,;; ; 0 J. ►t cn U ; �j� r U'��. �,. ti� �n ��' N , N rt G � �J ►-�. , ' 1';. ,; �� ;� rr � �C O , rr �. �r � � � � � , , t•,,,� � e' �� d' � �'.'� f h � " � m n'' �r � t y: � � t �,. 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' � . • I �I��•�� '. i � t_.*�J � _otherWise objectionable or nec,lectful in the p�ope= perfornance or his or their du:.ies, o: �ho neglects or refuses to conply �:i�h or carry out the eirec�ions of the O�wne�, anc such pe�son o: _ persons shall not be e �oloyed aaain thereor. k:.thout writ�er. consent o� the Engineer. � �i � wo:kmen shall have su�Ficier:� skill, abili�v, ex.perience to proaeTiy periorr �he wo�k assigne� to the� � operzte an�• equip�er,t necessary to properly carry oLt performance or the .assigned du:.ies.. , � L.l � � anc zr.� the � ne Cor.trac �o� shall �L'TT:ISCl ana mair, �ain or. �h� wor}: �� 1 suci: equipment as =s considered to be necessary for prosecutior: o� the work ir. �n acceptab? e r.�anner anc a� a sa�isractor�' Z'2�e or progress. r_1 equipnent, tools, anc machinery usea �c= handling na �e� izls anc executing any pa. t of the. work sha�? be subject to :.he approval of the ingineer and shall be rnaintained _n a satisfactory, sa=e_and__efficient workinc condition. EQeipmer�t �on �any por�ion of . the work ,shali be _such that no ir.jL_y to the work, �:o�kmer.-;o�:zcjacent.�;pro�erty will result from its use. C7-7.6 WORF SC�EDliLE: Elaosea Workino aays shall be com�utec s�ar�ina wi�'r, the �irst da}• o� work cor.oleted as defined ir C1-1 . 23 "�+ORFiNG` DhY" or the date s�ipLlated _ in the ."WO?i. ORD�R" �or becinning work; �:rhicnever:;cones first. 2:o�hinc in `hese Contrac� Docuner.�s she11 .be construe�_.as prohibiting �he Ccr.�:acto= fro:.: workir.c on S2�LI?"Q�j� , Sundzy or iecal F.oiidz�•s , providing tha� the =ollo�;ing reauireze�nts a� e met: - -- - . - . . - z. �� eaLes � to work� on a sDDciiic Saturday, Sl2I'1Q2i�• o: Le�z� noliday mus� be �ade �o the Engineer� no latEr �r,�n th�`proceedina Tnursdzy:.= - . b. �r:y c:ork- to be done or. �he project on such � S�P: lrlc Saturda�-, Sunca�- Oi L�N'c.� FOilCZti' I�LSt be � � r. the o�i;,ion of �hP Encinee� , essenti�l to the t�;,i�lv co�� e�ior.._or tne p=oject. � �'he r�nginee='s decysion sha? 1 be �`inzl ;n response recuest �or aparo�al �o wo=k o:: a spec��c Saturaati�, Lega� nolid�� ,. and no ex�rz �co�pensztior, sna11 be (? the Cor.tractor �or any work perfo�ned on such a �,i Saturday, 5ur,day or Legal Aolidzy. 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O �r �r -- C�� . �n G rr n' :_� N �� U rr CJ" �' rr �i =r :7 l'1 O:a' � O N O" �-' O O �r O� ru rn � Y. m�n �. � � ro n� rr cn �,; ,��. � 1 0:� =1 � � � i� � riiJ � �.�i � �i.� � � � � � � �� l� eaLitable adjustment of the price or prices specified in the con�rac� relzting to the con�inued port� on o� the cont�act (�he portion no:. te�r,.inated by the notice of ter�rina�ion>, such equi�ab�e adjustmer.� zs r:ay be a5reea L'DO:I shall �e r„aue ir� such price or p: ices; noth� nc containec he: e ir� , however, sha11 lir.it the rigr,� or �he Ow:�er anc the Cont=zcto_ �o acree upon the anour.t or znoun�= to be pain to the Con�ractor fo� the co^�le:.ion o= the continuec �ortion of the cont:ac� c:hen szic con�rac* does not cor.tain an es:.abl:.sh�a cor.�rac� price �or such �on`inuec po=tion. E. 2�'O LIi?ZT�:^ION O� RIG3TS: No�hinc co,��ined in this sectio:� shall li�:it o� alte� :.h� � igh:.s which the Owner r,�zv have for terminztior. oF �his cor.t=act Lndez C7-7.14 hereof enti�lec "Suspensior. of Abzndonnent of the work anc .A.*nendmen� o` Contract" or. any o�her right _sahich Owne= ��t• have for eerault or breach of.contract by Con�ractor. � �j C7-7. 17 SAFETY 2-iFTHOTJS hhD PP.FiCTICES: �ne Contracto: sha? 1 be respor.sible fo� initiating, mzintair.ing, anQ SLD@Z'V151I2C all sz�e�y precau�ions and p�ocra�:s in connectio� with the worx at all �imes and shall assume aZl. responsibi? ities �or their � entorcemen�. ^he Contractor shall cor.:p�y w;th fede�al, s�ate, znd local � laws, orcinances, �nd recLl�tior.= so zs :.o pro�ect �erson and oroperty fror� 1I1�L_Z•, incluaing a�a�h, o_ danace in connec�ion �:ith the work. - � 1 wJ � � � . 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Y t� ,, .n o �, �u n, t., ••-i c: �U � t� �-� O �� u1 1 i .r: ;z "� C �� a� ,-I �U tn a.1 Ul ;L C: W �� •�I n � N .l: a� o E� r_ F� u� C: a� U UJ Ul >.: !�l ►, .'< �, cll 1 i s. �-I n� �� O la O ••-t «1 +� O l�� 3 l: C) �� :i U1 ri U1 •, i �a •c �, cv i� n� tn '+ � 1� a� �t i t. U N a� 0 QI ' ' [: .��o��v.,�-�" ��u a� N U � U U � .�� , cn r � a.� ,, o i-1 QI � :J N � Q) �. ,r .i� a i a � u� ,� � a � ) � n� � a U iU .�.i ..t O U) U al ►� U ql C: U �U (], ' iN ;�.', •.1 �� O !-1 � ✓� q) U r� .�� 41 i� ,� c: �= c: 1 � -� N � �J � '•� .,�� D� ,� U r.: N �� [-� u� =� •�i �� N ;� . �, � u� f.�; U �� v : � �� t� �' o ;y �r a� o 'c� i1; � �� aJ •.I ��.� Ul ,7 � � 4J .�� rl �: U n� !i .i� .c: ��j �'' j� •�I U1 .�J 'N a.) �..j lt .11 C.: .,.� .,.� •�-1 rl Ff; C: 1�. Q�j r.l .-I rl �l� N Q1 U •,-r iU t�] <<-i .O .0 i; 1� �� -I �� '�� !�1 U � �-I U v1 U C: N C: !� [: 1i r N O p c� O JJ `-� U) � �1� n.jJ r I C: �V � V�11 V ,a,..-,��,ti W f'� 1J �� O �� 1-� aJ t>, �� c� v c: r. cu N N;3 U p)� p U n�(]�O NU OU •r w � tA U � ly � pay �or zny das�age to other �:ork resLltinc the� e�ron �h=ch shall appear within z pe�iod of one year fror �7e �a�e of � ina� acceptance o� the �:ork ur.less a lonce� pe� ioc is SPe,^_lileCl ZL1QS�'icll f11Z'IllSri 2 QOOC c'.L1Q SlliilClel:� �c? P.t�Ilz^:Ce bonc in the ar„ount o` 100 percent of the z�:.o�nt of �he cont�act wnich shzll zssu:e the pe_fo=mance c_ �ne cene_�1 auaranty as zbore oLtline. The Owne= wil_ ci��e notic� cf obse=ved de�ec�s with rersonable p�o�ptness. C8-8.11 SUBSIDI�RY kORF.: F�nv and z?1 wo=Y, s�eci=icz_��• coverned b}• documentzr�� re�uirements fo= the pro ;e� �, such �s conci �ior.s ir,:posed^ by� the = lans, �he Ger.e:�_ Cor �.=�c: Documents or these S�eciel Contract Docunents, in �:hicn no specific �ten �or bid hzs been p:o��ieec �or ^^ �:�e P�o�os�l, shall be conside:ed as z subsic:.a.�� ite:r, of �ork, :.�e cos� of which sha? 1 be includea :n th� price bid ir. the P=o�osal, �or each bid iteT. Surface ;estoration, rock ezcat•a�ian �nd cleanup are general i�er.s of �aork which fall in �he ca�ego=y of subsidiary wo=k. C8-8 . Z2. MISCELLANEOUG PL?:CEtW'Ir'T -O� MAT.`�.F'�.ZF.I�: ?iGy..pZ''_z? I�1z� bE ' zllocatea unae_ various bic items ir. the Proposal �o establish �y uni� p2"lces zor �iscellaneous placement or r�a�e=ia1. Tn�se rnaterials shall be Lsec o.^.?y wher. dire:.�ed by the �ngineer, depenfiing on rield conci�ior.s. _ Paym�n;. �or �15CE� � 2AeOL'S � plzcemer.� oy z,ate�ial will be r�aee for only the� zIiIOL'P.t of �zteriai use�, ne�sLrea to the nezrest one-�er.�r. uni�_ pZVnen� �Or I:15Ce� ��;lE?OL'S DlZcen�r � Oi I112 �2: 1'c� Sflc� � b� :tl � accordance wi�h the Gene=zl Cor.�=act Docune�ts =ecarciess a� the actual a�ount usea ro= �he p�oject. � � C8-� .? 3 P.�CO?D DOCUM�NTS . Contrzc �or sh�l? kee� or: reco�c a copy o� z11 speci�ica�io:�s, plar�=, addenaz, noci`ica�ior.s, shop c_awir�cs and san� � es at .�he si.te, in cooc orner znc annota�ed to show a? 1 ch�nges r�ade QL'ilI1Q �he co:-:s�i'LC�ion DiOCe55. These s�cll DA CE�1Ve�eQ �O Enginee_ upo:� COIR��e�i0I1 of the work. � � � � :� . C6-8 (5) � � � � 1�1 � L�J L�J D . SECTION C1 SUPPLEMENTARY CONDITIONS � TO PART C L!1 0 �I f�l u u I!1 �� i J � .� �se Supplementary Conditions amend or supplement the General Conditions of the � ntract and other provisions of the Contract Documents as indicated below. Provisions .ich are not so amended or supplemented remain in full force and affect. '� [J � � A. leral B. :�-3.2 NmVORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS J'TERPRISE CONIPLIANCE: Page C3-3 (1), should be deleted in its entirety and placed with the following: C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: SECTION C1: : PLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS �pon request, Contractor agrees to provide to Owner complete and accurate information �garding actual work performed by a Minority Business Enterprise (MBE) and/or a -i�oman Business Enterprise (WBE) on the contract and payment therefore. Contractor :urther agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE andlor WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. a� "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 ESTIlVIATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the followin�: � � Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such Revised Pg. 1 � 5/ 14/99 � E. F G materials are included within a pay estimate, payment shall be based upon 85°Io 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. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" C3-311 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR 1NSURANCE AND BONDING" C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), should be deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Con�ractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold hannless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, dama�e or death is caused, in whole or in part, bv the ne�li�ence or alle�ed negli�ence of Owner, its officers, servants, or enaplovees. 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 si�ch injury or dama�e is caused in whole or in vart bv the ne�li�ence or alle,�ed ne�li�ence of Owner, its officers, servants or employees.. � �� L"J � � �� ' �� ,!� , Revised Pg. 2 � �/ 14/99 � � _� � � ' ' 1 ' , ' 1 ' , ' ' ' � � Revised 5/ 14/99 In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. Pg. 3 � .0 l�! � �� L�J � L�J �� I�I �� u 0 I�J 0 LJ 0 �!! 0 PART D SPECIAL CONDITIONS �J ' � � � � � � ' � � � � � � � � � i� i ' D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 04/20/99 PART D - SPECIAL CQNDITl4NS AWARDOF CONTRACT ....................................................................................... SC-3 SUBMISSION OF CONTRACT DOCUMENTS ....................................................... SC-3 GENERAL.............................................................................................................. SC-4 TAX EXEMPTIONS ................................................................................................ SC-5 PROJECT DESIGNATION ..................................................................................... SC-6 EQUAL EMPLOYMENT PROVISIONS .................................................................... SC-6 PRE-CONSTRUCTION CONFERENCE ................................................................. SC-6 COORDINATION MEETINGS ................................................................................ SC-6 PROJECT ABANDONMENT .................................•••-•: ---................---..................... SC-6 BREAKDOWN OF BID PROPOSAL ....................................................................... SC-6 INDEMNIFICATION................................................................................................ SC-6 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......... SC-6 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE...SC-9 CALENDARDAY .................................................................................................. SC-11 SUBSIDIARY WORK ............................................................................................ SC-11 WAGE RATES ........................................................................ SC-11 ............................. EASEMENTS AND PERMITS .............................................................................. SC-12 COORDINATION WITH FORT WORTH WATER DEPARTMENT .......................SC-13 DAMAGE TO PRIVATE PROPERTY ................................................................... SC-13 SHOPDRAWINGS ..........................................................................................•-... SC-13 CROSSING OF EXISTING UTILITIES ................................................................. SC-13 EXISTING UTILITIESAND IMPROVEMENTS .....................................................SC-14 CONSTRUCTION TRAFFIC OVER PIPELINES ...................................................SC-14 TRAFFIG CONTROL ............................................................................................ SC-15 PAYMENT............................................................................................................ SC-15 DELAYS............................................................................................................... SC-15 DETOURS............................................................................................................ SC-16 BARRICADES AND WARNING SIGNS ................................................................ SC-16 EXAMINATION OF SITE ...................................................................................... SC-16 ZONING COMPLIANCE ....................................................................................... SC-16 WATER FOR CONSTRUCTION .......................................................................... SC-16 WASTEMATERIAL .............................................................................................. SC-16 CLEANUP FOR FINAL ACCEPTANCE ................................................................ SC-16 PROPERTY ACCESS ...................................................... ..:...... SC-16 ........................... COIVSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......................... SC-17 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ....................SC-17 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC-17 SANITARY FACILITIES FOR WORKERS ............................................................ SC-18 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC .......................SC-18 RIGHTTO AUDIT ................................................................................................. SC-18 INCREASE OR DECREASE IN QUANTITIES ...................................................... SC-19 CUTTI(�!G OF CONCRETE .......................................................................:........... SC-20 PROJECT DESIGNATION SIGN .......................................................................... SC-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .............................. SC-20 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SC-20 TYPE«C„ BACKFILL ............................................................................................ SC-21 CRUSHED LIMESTONE BACKFILL ..................................................................... SC-21 2:27 CONCRETE ................................................................................................. SC-21 TRENCH EXCAVATION, BACKFILL AND COMPACTION ................................... SC-21 PAVEMENT REPAIR (E2-19) ...............................................................................SC-23 SC-1 � P"ART Q - SPEGEAL GONDfT10NS D-51 D-52 D-53 D-54 D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 80.1 80.2 80.3 80.4 80.5 80.6 80.7 80.8 80.9 80.10 80.11 80.12 80.13 80.14 D-81 D-82 D-83 D-84 D-85 D-86 TRENCH SAFETY SYSTEM �FOR WATER DEPARTMENT PROJECTS ONLY .. SC-23 SANITARY SEWER MANHOLES .........................................................................SC-24 SANITARY SEWER SERVICES ........................................................................... SC-27 NOTUSED ...........................................................................................................SC-28 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ......... SC-28 DETECTABLE WARNING TAPES ............................ ...... SC-30 ..................................... PIPECLEANING ................................,....................................�............................. SC-30 BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-30 DISPOSAL OF SPOIUFILL MATERIAL ............................................................... SC-30 , MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC-31 SUBSTITUTIONS................................................................................................. SC-31 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES.SC-31 VACUUM TESTING OF SANITARY SEWER MANHOLES .................................. SC-34 BYPASSPUMPING .............................................................................................. SC-35 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC-35 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-37 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL .. SC-38 INGRESS AND EGRESS/ACCESS TO DRIVES .................................................SC-39 PROTECTION OF TREES, PLANTS AND SOIL.........v ........................................SC-39 SITERESTORATION ........................................................................................... SC-39 STANDARD PRODUCT LIST ..........................................................:.................... SC-39 STATE REVOLVING FUND (SRF) REQUIREMENTS .......................................:..SC-39 TOPSOIL, SODDING AND SEEDING ...........................................................:....:.SC-40 CONFINED SPACE ENTRY PROGRAM .............................................................. SC-45 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ................... SC-45 EXCAVATION NEAR TREES ......................................................................:....... SC-46 CONCRETE ENCASEMENT OF SEWER PIPE ..................................................SC-46 CLAYDAM ........................................................................................................... SC-46 EXPLORATORY EXCAVATION (D-HOLE) ..............................:........................... SC-46 INSTALLATION OF WATER FACILITIES ............................................................ SC-47 POLYVINYL CHLORIDE (PVC) WATER PIPE ......................................................SC-47 BLOCKING........................................................................................................... SC-47 TYPEOF CASING PIPE ......................................................................................SC-47 TlE-INS ................................................................................................................. SC-48 CONNECTION OF EXISTING MAINS .................................................................. SC-48 VALVECUT-INS .................................................................................................. SC-48 WATERSERVICES ............................................................................................. SC-49 2-INCH TEMPORARY SERVICE LINE ................................................................. SC-51 ADJUST MANHOLES AND VAULTS (UTILITY CUT) ...........................................SC-51 ADJUST WATER VALVE BOXES ........................................................................ SC-51 PURGING AND STERILIZATION OF WATER LINES ..........................................SC-52 WORK NEAR PRESSURE PLANE BOUNDARIES ..............................................SC-52 WATER SAMPLE STATION ................................................................................. SC-52 DUCTILE IRON AND GRAY IRON FITTINGS ......................................................SC-53 SPRINKLING FOR DUST CONTROL .................................................................. SC-53 DEWATERING...............................................................:..................................... SC-53 TRENCH EXCAVATION FOR DEEP TRENCHES ..........:.................................... SC-53 TREEPRUNING .....................................................................................:............ SC-54 TREEREMOVAL .................................................................................................. SC-55 TESTHOLES ...................................................................................................... SC-55 � � � I�l �I ��. L� 1 � � LiJ � � L'�J �� o4i2oiss SC-2 j�} EJ L�: PART D - SPEGIAL GONDITIONS � I�� l�J � I'I� l�J FOR: SANITARY SEWER MAIN 189R PARALLEL RELIEF & MAIN 129 REPLACEMENT PART 2 FORT WORTH, TEXAS DOE PROJECT NO. 2053 SEWER PROJECT NO. PS58-070580173510 D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units; or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. �The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. Construction time on all units will run concurrently. For situations involving approved contracts � with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. � '!�J � u t�� LJ L�J � � D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS: The cor�tractor(s) shall execute and return the contract documents to the Department of Engineering within ten (10) working days after notification by the City. � A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten �(10) calendar working days after the pre-construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. Per City ordinance 11923, the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. Additional submittals at time of pre-construction meeting shall include (but not limited to): Q04/20/99 Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor ldentification SC-3 I� PART Q - SPECfAL GONQIT[QNS � Trencli 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 be determined by the completion time period stipulated in the proposal section. The pre-construction conference is intended as a forum between the contractor and the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any di the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. D-3 GENERAL: The order or precedence in case of conflicts or discrepancies between. various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project and shall govern over any conflicts with the General Contract Documents under the provisions stated abo�e. The Contractor shall be responsible for defects in rtthis project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of Contract" above. Subject to modifications as herein contained, the Fort '�Vorth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract-Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified. with ttie Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. 1 oai2oiss SC-4 ��J � C�'' l�i '� 'L� J L�l �I � LJ ��I � � i'l u LJ C � t�l �� PART Q - SPECIAL GQNDITIONS I�� a � I�l � �J I�J �� L�J � � � � � � '�� This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the office of the 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 applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall bE addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the openirag of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed ma , at the option of the Owner be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder rr�ay modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authentica,ted confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(�) of the Texas Limited Sales, Excise and oai2oiss SC-5 C �ART Q - SPEGl�1L GQNDITfONS Use Tax Act. All equipment and materials not consumeci by or incorporated irito the project construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. � D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be performed under the Project Designation: Project No. PS58-070580173510. D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13- A-21 through 12-A-29) prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. D-7 PRE-CONSTRUCTION CONFERENCE: Before ti�e project work order is issued, a pre- construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized �by the City. D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor shall`furnish a cost breakdown of those bid items-shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. D-11 INDEMNIFICATION: The Contractor agrees to fully ind�mnify and save whole and harmless the City, Owner and Engineer from all costs or damages arising out of anjr real or asserted claim or cause of action against it of any kind or character and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it that may be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agents, servants and employees. The Contractor further agrees to comply with all applicable laws, regulations, ordinances, building and construction codes of the City of Fort Worth and State of Texas and with any regulations for the protection of workers which may be promulgated by the Government and shall protect such work with all necessary lights, barriers, safeguards and warnings as are provided for in said specifications and in the ordinances of said City. oai2oiss SC-6 C �I � � L�J � � � � � f �J � � C � � I�l � � PART Q - SPEGfAL �ONDITfONS � L� I L�J I�I � L�J � I�I � � C � � LJ �; � � D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATiON LAW: A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, •motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Senrices" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to: a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of #he project and for one year thereafter. � oai2oiss SC-7 � PART D - SPEG�AL �ONDITIONS G. The contractor shall notify the governmental entity in writing by certified mail or per.sonal delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Tex�s Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior- to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. . 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on � C' � -�J i��J � C I �J J I� � n ,� � � LJ oai2oiss SC-8 � u [�AF�T D - SPEGIAL �ONQITIONS i� � u �. � �J � l�l L�1 � � L�J u 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 c�overage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and •any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' cpmpensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority. business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. The M/WBE UTILlZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH � EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. I�I � � i�l �� Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its pbssession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false oai2oiss � SC-9 PART D - SPEGIAL CONDITIONS statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from par.ticipating in City work for a period of time of not less than three years. The City will consider the contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/1NBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly �reports on utilization of the subcontractors to the City's M/W BE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WB� contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North.Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highviiay Division and must be located in the nine (9� county marketplace at time of bid. The Contractor shalf contact all such M/WBE subcontractors or suppliers prior to listing them on the MNVBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds �10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modificatioi�s to goals as determined by the City, and , 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/VVBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by 111/orker's Compensation Insurance. b. Failure of SubcontractoX to provide required general liability of other insurance. c. Failure of Subcontractor to execute a standard subcontract form in the amount of the � proposal used by the Contractor in preparing his M/WBE Participation plan. .,, � � � � � � � � . � � D Q � � � � I�I oai2oiss SC-10 � ��J ,] u L! � L■J � PART Q - SPE�lAL CONDITIONS d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragraph: C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. The Contractor will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth. D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary � requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal � and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. � D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all a work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached) � � ' � � � � � � ClTY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATION Air Tool Operator Asphalt Raker AspMalt Shoveler Batching Plant Weigher Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Flagger Form Builder (STRS) oa�zoiss 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 CLASSIFICATION Form Liner (Pav & Curb) Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic 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 J PART D - SPEG[�4L CONDIT[ONS CLASSIFICATION RATE . ` CLASSIFICATION POVVER EQUIPMENT OPERATORS Asphalt Distributor Operator $10.29 Asphalt Paving Machine �$10.30 _ Broom or Sweeper. Operato�_ .$8 7.2 Bulldozer -� ; � -,$10 74' , Conccete Curing °1Vlachine' :$9.25 �- Concrete;Finishing Mactiine �$11_.13 Concrete Pav Joint4Machine $10.42` Concrete.Pav Joint Sealer ;�$9 00�, Concrete-Paving Saw - '�' -$10 39 � AxI�N�avy =' - ., '� $9._Q2 Truck Driver _l'anderri �le Semi Trailer - $8:77 s Truck Dri�er LowBoy%Floa� � $10.44� Triacic Driver-l"ransit Mix $9.47 Trac}� Driver-Winch -� _ $9.00 Vibrator�Operator I-fand Type $7r32 _. Welder _ _ = � ' $1-�: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 temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on ,subject property. This shall be subsidiary to the contract. The agreements which the City has obtained are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repai.r and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional 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. oai2orss SC-12 RATE �� Rolier Steel Wheel Other Flatwheel or Tamping $8.59 Roller,� Pneumatic, . .._. _ Self Propelleci Scraper $8;48 Scraper; ` - � � $9.63 - .. Tractor=Grawler Type„ : � $10:58 Tract�r=Pneuma.tic `a :. $9::1 _5.. . _.. ,., : � � Traveli.n� Mixer $8.83.. - - - Wa�on=Drill, Boring Machine' $12�00 � �- � Reinforc_ing�Steel Setter Pav $13:21 � fl � � � � a a a .a - � � a � � � � Fine Grade � $11.97 Motor Grader'Operator : $10 96 _ _ Pav__ement Marking Ma�hine :�7 32 = _ _ - Roller:Steel Whee�_ Planf- - -. ;� _. _. � . = _ - _. .�� . . Mi�c Pavements s� _ ,. :$9 06 1 � � � � � � � � � � � � � � � � � � P�RT D - SPEG��iL CQNDITIQNS D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-19 DAMAGE TO PRIVATE PROPERTY: The Contra�tor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay item. : . � ; ,: ;,. D 20;. - SHq.P DRAWINGS Shop�-'drawings shall _be submitt�.d- by -#he� Contractor to, �t�ie �: Gonstc�ction Engineer, for all equipment and materials for this pro�ect � Contractor sfi'a11 submif . _ _ _ , .� seven �(7) copies of shop-drawings,-layoufs; °manufactur�r's=tlafa and material:schedules.as `may be requtredYby th�,_Engineer #ot his review -. Such rev�ew by:the Engineer;:shall inclutle- checking for general conformance with =the design =concept of the -pro�ect and _geheral compliance tivith informatio� given in the General Contract Documents ♦Indicated aetron :by .the :Engmeer, whicki u > =.,to:. ign_ responsible 1 processes :a. ,� n . _prior to_installation: rices . Shop dA'rawings musi be approved_by the_�n�ineer prior to the star� of=wor�C:: D-21 CROSSING OF EXISTING UTILITIES: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, tlie sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. oa�oiss SC-13 �i�� PART D - SPEGfAL GQNDITIQNS Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surface and subsurface s�ructures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation #or extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas �ines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of nriginal material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged util�y or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. � Any and all permanent structures such as parking lot surface, fencing, and like structures shall'be replaced at no cost to the City by material of equal value and quality as that damaged. In case it is necessary to change or move the property of any Owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of ' making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Anv dam�qe to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the .�J CI�� IiJ I^-, I'J � � � �` � � C I# � �J I �J � � oarzoiss SC-14 � L�J PART Q - SPEGiAL CQNDITIQNS u u � � 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 anci Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. � The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation/Public Works Q Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such. temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly � or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings � Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. �� I! � �. 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. ' 2. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal; and no other compensation will be allowed. 3. The Contractor shall furnish a traffic control plan to the City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in the linear foot bid, price of the pipe except as follows: 1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes regardless of location. � 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities wheri said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. I �J �� D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. � , oar2oiss SC-15 � PART Q - SPECIAL CC�NDITIQNS 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 from all his obligations hereunder which shall remain in full force until the discharge of the contract. D-27 DETOURS: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING S1GNS: Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual nn Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SlTE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacen� private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D-31 WATER FOR CONSTRUCTION: Water for construction �will be furnished by the Contractor at his own expense. D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D-33 CLEANUP FOR FiNAL ACCEPTANCE: Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionabte rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engine��er. oarzoiss SC-16 � I� �J I� II � � � lJ �I , � � � J L'� f �� i l�� I �J LJ J PART Q - SPE�IAL �ONQITIQNS 0 C LJ �J L�J � � L�J L■J '!�! � �I � u � � � � D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK:. Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Utility Electric) who will erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILlTY FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. oa�2oiss SC-17 � PART D� - SPE��AL GO�NDITI4NS In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been �btained from the claimant involved. Although the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding f,or a period of six months following the date of the acceptance for the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made ta settle such outstanding class, and such good faith efforts have failed. If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to the� Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final payment� to the Contractor be made. At the expiration of the six-month period, the Director may recommenc� that final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract or �nder a developer-let contract �for City of Fort Worth street and/or storm drainage facil'ities. D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary sanitary conveniences for the use of workers at the project site. Specific attention is directed to this requirement. . D-39 LEGAL RELATIONS AND RESPONSIBILITlES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibifities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO AUDIT: A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal LJ � � ;1 �II l�3J � LJ LJ LR � L�' � L�J I� u � I� �I oai2oiss SC-18 p � PART Q - SPE�IAL GONDIT[ONS � � � � �J � working hours to all necessary Contractor facilities and shail be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 1. copies and under - 10 cents per page � 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter a D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify alf. pay._ifem quantities prior to � submitting a bid. � � I �J � � L1 C L�J u LJ When the quantity of the work to be done or materials to be furnished under any-�a�r 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 contracf, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. When the quantity of the work to be done or materials to be furnished under an„�_;�ay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. _ fi _ .: � - . Tfiiis paragrapt� shal(. not �apply :in �he:° eveni; Owr�er dele�es a xpay rtem in its entirety from�this contrac�. � In� the_�event Owner and.=Contractor _are unable .to agree o�, a.negotiated price, Owner-and - , Contra'ctor agree -thai the consideration� wifl be the xactual field cos� of the wo�k-plus��15% as , . , .T � described::herein below, agreed,-upor� �n writing by°the Contractor and birector of,Department of ,; _. _ ., Engineering and Contractor and Director of .Department of Engineering and approved by,the ,City ,,. Co�ncil- after said ;work is completeci, sub�ec� to all o�fier. conditions of _the confract. As used � ;: . . herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work .only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required 'by law or by ordinance. The Director of Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent oai2oiss SC-19 �� PART D - SPEGfAL �O�NDITIQNS � Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, genera( supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers relating thereto. D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. AI! sawing shall be subsidiaryto the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Project signs are required`at all locations. It shall be in accordance with the attached Figure 30 (dated.9-18-96). The signs may be mounted on skids or posts� Th� exact locations and rriethods of mounting shall be approved by the� Engineer. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflecti�ie paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information: For Quesfions on this Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D-44 CONCRETE SlDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project where mains are requireti 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. witli reinforcing steel 'on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Constr`uction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502.. Payment for cutting, backfill, required, shall be included driveway repair. '� , C LRJ � � i�l; � !� ! �, u Lt. l �� concrete, forming materials and all other associated appurtenances � n the square yard price of the bid item for concrete sidewalk or � D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. 04/20/99 SC-2� LJ ! �►J � � �� PART D - SPECCAL eQNQITIQNS ,!� � � C D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then 8." Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.** * Revised 3/20181 (� "" Revised 4/20/81 U D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the � Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Sfreet and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill � and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. � Payment for crushed limestone backfill in place shall be made at the uni� price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, General Contract Documents. � D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the a Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. � � -. A: , a ,. � � � � � m Engine�r deiermi�es ttiat fh� design _loading of the pipe w�l(`=be exceetlei be req�uiretl, to �upport the�.-'pipe with an improved trench � 6ottom Tr remedial tneasures shall ,be� entirely the Contractor's ;;own �II 'trenching confined to the width of permanen�3`_rights of way.,-permanerit easements constr:uction easements All=excavation;shall :be in .strict .compli'ance :wit _ . : , ,. Systems Special Condition gfAthis _document. _._. _ . , _ __� , ,. __ �. .. _��- B:' TRENCH BACKFILL: Trenches which lie outside of existing. ror future pavement :s _ , backfilled above the .top :of the:^.embedment m�terial with Type "C" ~$backfilf 'rr _ , . Excavated material: used for._ Type "C" : backfill must be mechanically compacted unli = = Contractor can furnish the .Engineer with satisfactory ;evidence that the P I of; the�exi ,,;, -_ - _ -: _.-: material is less �han 8 Such evidence _shall be �a test report from . an independent' , � laboratory and must include represen#ative samples of soils:-in`all involved areas, with oaizoiss SC-21 �map PART D - SPEGI�L �ONDITiON� showing the location and depth of the various test holes. If:excavated material is obviously granular in° na�ure,` containing-little or no plastic _material, the�' Engineer rriay waive the �test p q i ,� ._ , nd E2 2..11 Trench Backfill °for X � q ,, . -� � � YP ,� . „ „ „ _ „ re ort re uirement. ee E1 2.3, Type r or D Backfill a additional re uirements: When T e C backfill �material is no't=suitable, at fhe direction of=°the En.gineer,,Type "B" backfill material shall• be-used.. In general, all backfill material for trench�es in existing pavecl streets shall-be'�in accordance .with Figure�s) A, B; C, ,or•=D. Sand material _� specifietl; in �Figure(s) A=D -s�i'all be �btained �;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"stiall meet the following gradation: �ize-,Sieve #4 #1�6 #50 #;? O�i #200 -% Retained q-5 0-2Q. 0=50 60-95 90=100 _.. _ ._. , (� I 8 or I.e`ss _.1.___::.. . � � TRENGH COMPAGTION ;�411 treneh backfill shall be pCaced` in lifts per E2 2=9 Backf1l: D �_ _: _: _ . Trenc�hes ,�rvhicfi 1ie:outside-ews�ing or f"uture paVerrients shall be compacted=to a minirrium of . _, _ � 90% Stantlard �Proctor Density:(A.S.T.hi9: D698) 6y:means of tatriping on1y.. 95% Standartl Proetor..De - .. .. ,: Backfill mater�al to be mE content The top two'�,(2) �� line may be `rolled in with r or fiuture pavemen� sYi`all be b� �. �etting, rnechanical #amping, ;or;< Ily tamped.=must be�within +_4°i it per Figur_e � wit�i ation of: me.thocis. , ,; ,, ,. � � �,_ , � __- The Ci - iy,_at its_own expense, will_perform tren��h compaction�tests per,A S T:�M :si all trench backfill Any retesting requ►red as a �esult _of faiCure to comp_act the�bacl to � meet the standards vvill, be _at the eacpense of the Co�tractor antl will _be ..E commercial,r��es.� as ;determined by the_�Ciiy. -_ These soil' density tests-�shal� �be `p� two (2) foot ve�tical intervals beginning_at �-lerrel two (2) feet-above the top of :t pipe ancl :contii�uing' #o� the �op= of'the- comple�ted . bacCcfill at intervalsAalong �the tr� exceed 300 ainear feet Tl�e Contractor will be responsible for: providing aceess safety system :to-�the. levef �of trench backftll to be"�tested; �No ext�a=:compensa -- . � allowed for exposing the backfill,layer ta: be tested or provicling treneh'safetysystE � conducted by the City. II'� � ,;� I� � � p. MEASUREMENT AND PAYMENT: qll maferial,.including any and all Type "B" backfill, and j� labor costs of excavation and backfill wi(I> be included in the price bid per linear foot of water �� and sewer pipe. � �� oai2oiss SG22 p L�J PAF�T D - SPEGIAL �ONDITiONS ��J � D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. � All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving � details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. � L�J �� It has been determined by the Traosportation and Public Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. , � The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. � L�J A permit must be obtained from the Depart�nent of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. � D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: � �� A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and � Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. � C. DEFINITIONS: � 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the widfh measured at the bottom is not greater than fifteen (15) feet. D {^j oa�2o�ss SC-23 1.� L�J PART D - SPEGIAL CONDITIQNS 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. � 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-irr and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth `is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design; labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. . D-52 SANITARY SEWER MANHOLES: A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary' sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an apprdved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 0 � '�� f�,'�� J L!�'J I�� ,� l�J � � � u � � � � {J oa�2o�ss SC-24 � � u �' '«�a•`1;a�11�L��Z��1�Q��[il�. � �� L� 1 � � � � � � 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces`of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole � sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. CI � � u � 'I� This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent- Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the 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 � oai2oiss SC-25 PART D - SPEG�AL CONDITIQNS primer shall� be applied to all surfaces prior to installirfg the joint sealant in accordance with the recommendations by the manufacturer. The�protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install f�ames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench riearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will b.e the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify'�the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surFaces with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place filexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole firame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450:Heavy Tnemecol", or equal, to a minimum of 14 mils dry. film thickness. oai2oiss SC-26 �� PART D - SPECIAL CONDITIQNS �� 4. The exterior surface of ali 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. Q C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair. � ,� The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for constr�ction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. Q The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but � not limited to, joint sealing, lifthole sealing, and exterior surface coating. o Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. a D 53 'SANITARY SEWER SERVICES: new sanitary sewer service shall�be req� ;.; . . .. _ - � � L!i � !� Ul � � C� fi _ ;...: . ._ : ...,,: _ . .. ,_ .. .. _ _.. _. _.. �._:r as, active sewer taps The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given�when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer 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 sfiall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included. in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall Qoai2oiss SC-27 L!:.l PART Q - SPEGlAL CONDITIONS be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Connection to the� existing sewer service line shall be made with appropriate adapter fitting. The�fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials sucti as backfill, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILlTIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described. in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EX(STING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 in�hes below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in S�ction E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be �suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve� removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. � 0 LJ L�J �� LJ � � LJ I ��J L�J � LJ � � i; � LRJ � 04/20/99 S(�-2$ � L�J PART Q - SPEG(AL C4�lDITIONS 0 � L�] f�! � L'� l�J � f�J � u � � LJ � � i'�i E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shail be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: Manhales to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance 'with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed. shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter �ection, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill-material may be with Type C Backfill or Type 6 Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe �is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid prjce of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). � oar2oiss SC-29 r-, !1.� � PAF�T D - SPEGIAL �4NDITlONS D-56 DETECTABLE WARNING TAPES: Detectable undetground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight of 2�/z pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Tvpe of Utilitv Color Code Water Sewer Safety Blue Safety Green Lecrends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe: Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required sha}II be included in the unit price bid for the appropriate bid item(s). D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the word Watchmen appears in this parag�aph, it shalla be changed to the word Flagmen. B. In the first paragraph, lines five (5) and� six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within, a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering �studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notificatinn by the�Director of Engineering Department, Contractor shall remove the spoil/fill 04/20/99 S(;-3Q � I' LJ � � � �� L�' L�J L�J L�J � � � �� LJ �II � � PART D - SPEGIAL CONQIT[ONS u L�J ��I� � C� � C� '� � � ��: � L�J ,i� L�1 � material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is fuFnished; it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where theterm "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. . � - D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the .sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. � 04/20/99 HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall`be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. SC-31 � f�ART D - SPEGIAL CQNQITIONS 2. CLEANING PROCEDURES: The designated sewer manholes shall be cieaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from �fire hydrants is necessary to avoid delay in normal inrorking procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall b� 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 �or and receive permission from the Water Departmer�t. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered•incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: �II sludge, dirt, sand, rocK, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, ,accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. T�LEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other .devices that do not obstruct the camera view o�. interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two 0 �r�J � � ,�� '! � �I L�. C � LJ ��' � � � C�J ;� oai2oiss SC-32 � � L�J PART Q - SPE�IAL �GINDITfQNS 11l � J I�I � L�1 �, I!�.J manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Televi'sion inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points' of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the a television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing, does not interfere with the Contractor's operations. L�!J � �J � � �I .■J Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall� not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good tape of the fine at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. � THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. U�on completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary � Do4,20,99 4. VlDEOTAPE 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 playbacic shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. SC-33 � F�ART D - SPECIAL CONDITIONS sewer are to be corrected. Tapes will be returned to the Contractor upon completion of review by the Engineer. AIf �costs associated with this work shall be incidental to unit prices bid. for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review-of the tapes by the Engineer including collection and removal, transportation and disposal of sand�and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs _must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. _ The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-63 VACUUM TESTING OF SAIVITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and �braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's �recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from'the Table I below in accordance with ASTM C1244-93: 0 L�J l� 1 O r� C � L�!J I!1 � il L� L�1 � � LRJ Isl oai2oiss S C-34 � � PART D - SPEC(AL CONDITIQNS � Table I � MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. � (FT.) Manhofe Manhole 0 to 16' 40 sec. 52 sec. I�I �J 18' 20' 22' 24' 26' 28' 30' For Each Additional 2' 45 sec. 50 sec. 55 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. C � Iwl � C 59 sec. 64 sec. 69 sec. 74 sec. 5 sec. 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the a contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. � � � � � � � D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhofe and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-65 POST-CONSTRUCTION TELEVISION tNSPECTION OF SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory 04/20/99 SC-35 PART D - SPEG[AL GQNQITIONS precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television carnera used for the inspection shall be one specifi�ally designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved tFirough the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or ofher devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be �above ground by means of ineter device. Marking-on the cable, or the like, which would require interpolation for depth of mar�hole, 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 b.e satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during i�spection, shall be in�idental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. tf seuver is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the oai2oiss SC-36 �J PART D - SPECIAL CO�1DITtONS I�I I■ � �J L�J I�I I■I 'J � Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to suppiy a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the taqes are of such poor Qualitv that the Enqineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be reauired to re- televise and provide a qood tape of the line at no additional cost to the Citv. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical:• cleaner) to � provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. � � L�J � � The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide mar�ufacturer's certifications for all manufactured items to be used in. the project and will bear any expense related thereto. B. Tests of the design concrete mix shall� be made by the contractor's laboratory at least nine. days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. � oa�zoiss SC-37 L�J PAF�T D - SPECIAL GQNDITIQNS C. Quality control testing of in-place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. �I � LiJ D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) Q for the site to be tested, and any work effort involved is deemed to be included in the unit price for the.item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to � the job site. The ticket shall specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not inc�ude measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards; dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sedimer�t basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent_control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional'to the CONTF�ACTOR'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-erosion-control measures shall be performed as directed by the Engineer. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. Wher work areas or material sources `are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from C In I �I '� � �I �' �� !J LJ �I l_� 1 o4i2oiss SC-38 � � �•I PART Q - SPEGIAL CQNDITIONS ��I� u � � entering a fiowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs anci to avoid interference with movement of migratory fish. D C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary'to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. , � � L�J � I�I l�. I �1 � � C L�J � I� D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and properry during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-69 PROTECTION OF TREES, PLANTS AND SOI�: 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 properry owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration �o plus minus one-tenth (0.1) of a foot. D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. D-72 STATE REVOLVING FUND (SRF) REQUlREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: � 1. At the Time of Contract Document Execution • ED-103-Contractors Act of Assurance • ED-104-Resolution oai2oiss SC-39 C� PART D - SPECIAL CONDITION� Work required to �conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING the City of Fort Worth Parks Sodding and 5eeding. 1. TOPSOIL C C AND SEEDING: This item shall be performed in accordance with � and Community Services Department Specifications for Topsoil, DESCRIPTION: This item will consist�of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as establistied by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians befor.e any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of .compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the �areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffialo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be aliVe and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass a's adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. l��I f'' I CI C! I�I � � � L � ,� � u L�I o4rzoiss SC-40 � L�J LJ I�1 [�I I�I 'J � I!; � � � � � � PART [� - SPEC[AL GQNDiT[ONS CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for i� other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelye (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread: uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. • The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING p DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. � � � � MATERIALS: a. Ceneral. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each oai2oiss SC-41 PART D - SPEGfAt CONDIT[QNS variety of seed shall be furnished and delivered in separate bags or containers. A sampie of each variety of seed shall be furnished for analysis and testing when directed by the Engin�er. The specified seed shall equ'al or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Purity 95% 95% 95% 95% 95% 95% Germination 90% 95% 90% 90% 90% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 fi/lay 1 � Total: 100 Total: 100 Total: 100 Table, 120:2.(2)b TEMPORARY COOL-SEASON SEEDIN� RATE; (Ib.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Talf Fescue to Western Wheatgrass May 1 Annuaf Rye Total: 50 50 50 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. b. Finishing. Where applicable, the shoulders, 'slopes, and ditches shall be smoothed after seed bed �{�reparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. 04/20/99 SC,-4.2 �J PART D - SPEGlAL CQNDITIONS IIl u � � � � � ' i � i � � � I � � BROADCAST SEEDING: The seed or seed mixture in the quantity specified shail be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at.right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings,, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 04/20/99 SC-43 C�� PART Q - SPEG[�4L GQNDITIONS with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration. * Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and �in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at 'the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. � Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the'price of"sodding or seeding. PAYMENT: All work performed as ordered and measured as provided under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation �' �� '1 L'J C' ��, 1�1 ��I � �� LJ I� � � � � o4i2oiss SC-44 � L� 1 PART � - SPEC�AL GONDITI�NS 0 � ��I '� u �� I � for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered � subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to � implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined a 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. DD-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: n 1. Prior to the final inspection being conducted for the project, the contractor shall contact u the city inspector in writing when the entire project or a designated portion of the project is substantially complete. � � � � � � 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 3. The contractor shall take immediate steps fo rectify the listed deficiencies and notify the owner in writing wh'en all the items have been completed or corrected. 4. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. 04/20/99 SC-45 �i PART D - SPEGIAL CONDIT[ONS D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. 2. Any and all trees located wfthin the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the.drip line or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off tFie roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. '7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9. Short tunneling shall consist �f power augering or hand excavation.. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-78 CLAY' DAM: Clay, dam construction shall be performed in •accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-22. o4i2oiss SC-46 � �� C �� II � LJ I� � I� ,,:� . L� � �l � � LJ � �� ' �I LJ ,� PART D - SPEG{AL CONDITI�NS 0 Li LJ L�J � At locations identified on the drawings, contractor shall conduct an exploratory excavation (D- Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The �contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-22. Payment for �. exploratory excavatio.n (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No � payment shall be made for exploratory excavation(s) conducted after construction has begun. u �l I�� J 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 80.2 Blocking: Concrete blocicing on this Project will necessarily be required as shown on the Plans and shall be installed in acc�rdance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: a 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Q Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: L�J L�J ��l � 04/20/99 D-80 INSTALLATION OF WATER FACILITIES For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. SC-47 PAI�T D - SPECIAL CONDITIQNS Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on ali non- concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the� exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the �connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48- hours prior to the required shut down time. The �Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing anjr existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 80.6 Valve Cut-Ins: It may be necessary-to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection�. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may l�e 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. oai2oiss SC-48 L�l �ART Q - SPEG�AL CQNDITIONS � L�J � �■J L�J LJ 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. 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. (j A minimum of 24 hours advance notice shall be given when service interruption will be !.1 required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. a All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector � the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. �I 1�1 Payment for all work and materials such as backfill, fittings, .type K copper tubing, curb �{ stop with lock wings, service line adjustment, and any relocation of up to 12-inches from U center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind a Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. UJ !�l 'I� 80.7 Water Services: The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. � All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall 6e 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. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for ao4i2oiss SC-49 � E�Af�T D - SPEGIAL ��NDITiQNS one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind tfie Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the propos'ed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop.with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing,and setting new.meter box shall be included in the price bid for furnish and set meter box: 5. MU�TIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other �cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). �' 11 � LJ f�I � � � �'' � LJ �� L;J � �� L�J � � L� o4i2oiss SC-50 � f�l PART Q - �PEGIAL GONDITIONS C � (� � L�J C � �� 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work.'The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and tFie Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3: 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime,(HTH) prior to installation. A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a � �ynamic 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. l�l �I u L■J C' � � When the temporary service is required for more than one location the 2-inch temporary service pipes, .3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water 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 Worth Water Department forces. Prior to the beginning of work, the Contractor shall make an inventory of the condition of � existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. � � 04/20/99 SG51 � PAF�T D - SPEClAL �aNDlTIf�NS- The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine �shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves install�d are installed closed and no cross connections are made between pressure planes 80.13 Water Sample Station: GENERAL: All water sampling station installations will be per attached Figure 34 or' as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid fior copper Service Line from Main'�o Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 0 � Ii i� �� u LJ � ��I L�J �� ' oai2oiss S G52 Q � �J l�J PART L� - SPEC(AL CONDITIQNS PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, a modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. � �'� ��J � t�J t■1 � L�J � � 80.14 °Ductile Iron and Gray=tron Fittings: � ipins conforming ,,to 3 :V1/rappmq -shalL;1 cal D-81 SPRINKLING FOR DUST CONTROL: � E2.-7 Installm�g_-Cast lron Pipe� irags:_ the first Paragraph shall b� . All ductile iron and: gray-iron ifed in Secfion 'E1 7 �=Th� �rice ,_ joint accessorie�, palyethylene ,oncrete blocking, an� eoncrete als shalf ' on E1�-13 mcrete 610 r the pOIVE 0 All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. D-82 DEWATERING: � The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. L�J l�J � � L�1 The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewaterit�g shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. oa�zoiss SC-53 �� D-84 TREE PRUNING: PART D - SPEGIAL CO�1DlT�ONS .� A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". D B. ROOT PRUNING EQUIPMENT 1. Vibratbry Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plas�ic Flagging: "Tundra" weight, International fluorescent orange or red color. 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT RRUNING E. F. 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the trench immediately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over-the trench as required by the Engineer. 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut�by specified methods, equipment and protection. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. Tree Pruning shall be considered subsidiary to the project contract price. 04/20/99 SC-54 � PAR�' D - SPECfAL CONDITlQNS � D-85 TREE REMOVAL: 11 Trees to be removed shall be removed using applicable methods, inciuding stump and root ball �� removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any a damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to t�e project contract � price and no additional payment will be allowed. a 86 , T�ST HOLES:: U _ _ -- - The ma�ter�of subsurface>exp�ora�ion to ascertain the nature of-the soils, including the amoun� of � _ ,_ - __. �ock, if any, :throug�i wh�ch -this piReiine installation is to be macie �s the responsibility of any. and _,. all prospective biciders, and ara�r bidder an this prolect shall'submit his bid under this �condition. � 1Nhether prospective bidders perform this subsurface exploration �o;intly or independently, and - v w�ietfier tl�ey rnake such �le�erminaiion by the use of test�ho(es or oth�r means shall be [eft to the ,- _ _.� __ . ___ ___ � -__.... _ �___ ..._ ,.__. ._.__._.u___ _.-- --- discretion of.'such prospective bidders. � � ; :� lf'test'borings�have,been rrrade ar�d are prav�ded for bidcler's information, _a� the.�ocations shown K. - � :.. Qn �he logs of borings �n tlie appendix�of thisisp�cification_, it �s expressly deelared.that neither #he � City nor the Engineer,�guararitees the Faccuracy #or the information 'or- tha� ihe-= material - _. _ encountersd in excavat►ons is the same, either in,.character� location, or .�elevation, as shown��on - � fhs borin� _togs It shall be the responsibility of the, bidder to make such subsurface inves�igations a as he deems:necessary to determine the nafure of �he materiaC°to be-excava�ed 'The Gontractor assumes all =responsibihty�for mferpretation of these records and for_�making �nd„mainiain�ng;#fie �equired exeavation and of do�ng: other-work afifected by the.geofogy of the_site; _ a m . ._� f . � _�_ The,cost �f `all rock a�emoval and_other associated appurtenances, if requiret�, shalf be inclutled; in ...--- - ._. _ ._ the linear foot_bid.priee of.the_pipe � � � ' � O' . a 0 � oai2oiss SC-55 L�J � I�I � C �' 0 � � 0 CI� 0 �� J � � �'� � � PART DA ADDITIONAL SPECIAL CONDITIONS �� l�J � LI LJ I�I CI � I�I � C�� , CI� � !�I � L�J I�I �I PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ..............................................OMITTED DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM .................................�OMITTED DA-3 . PIPELINE REHABILITATION FOLD AND FORM PIPE .............................................. OMITTED DA-4 SLIPLINING .................................................................................................................. OMI-f-fED DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ............................................ OMITTED DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ............................................................. ASC-3 DA-7 PROTE�TIVE MANHOLE COATING FOR CORROSION PROTECTION ........................ ASC-6 DA-8 MA�IHOLE REHABILITATION ITEMS ........................................................................ OMITTED DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ................................ OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM ................. OMITTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM .................................................... ASC-8 DA-12 71�'ITERIOR MANHOLE COATING - SPRAYWALL SYSTEM .......................................... ASC-11 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ....................................... ASC-14 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER........ ASC-16 DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ..........................................ASC-18 DA-16 RIGID FIBERGLASS MANHOLE LINERS ................................................................... OMITTED DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ................................................ OMITTED DA-18 PRESSURE GROUTING ............................................................................................. OMITTED DA-19 VACUUM TESTING OF REHABILITATED MANHOLES ...:......................................... OMITTED DA-20 FIBERGLASS MANHOLES .......................................................................................... OMITTED DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ......................... ASC-21 DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER ................................................ ASC-22 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ......................................................... ASC-22 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ................................................. ASC-22 DA-25 GRADED CRUSHED STONES ................................................................................... OMITTED DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ............................................................ OMITTED oaiisiss ASC-1 PART DA - ADD.ITIONAL SPECIAL CONDITIONS DA-27 BUTT JOINTS - MILLED .............................................................................................. OMITTED DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ......................................................... ASC-23 DA-25' REPLACEMENT QF 7" CONCRETE VALLEY GUTTER ................................................. ASG23 DA-30 NEW 7" CONCRETE VALLEY GUTTER ..................................................................... OMITTED DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ................................................................ OMITTED DA-32 8" PAVEMENT PULVERIZATION .....:.......................................................................... OMITTED DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ............................. ASC-24 DA-34 RAISED PAVEMENT MARKERS ................................................................................ OMITTED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ................. OMITi'ED DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ........ OMITTED DA-37 ROCK RIPRAP - GROUT - FILTER° FABRIC � ....................................................................ASG25 DA-38 CONCRETE PIPE FITINGS AND SPECIALS .............................................................. OMITTED 0 r 04/16/99 ASC-2 L�J PART DA - ADDITIONAL SPECIAL CONDITIONS 0 �� L#1 C'� C u lif U � DA-1 PIPELINE REHABILITATION CURED-IN-PLACE P1PE: - OMITTED DA-2 PIPE ENLARGEMENT SYSTEM: - OMITTED DA-3 FOLD AND FORM PIPE: - OMITTED DA-4 SLIPLINING: - OMITTED DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. 2. .All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade, which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or Railroad Company, as applicable. B. MATERIALS: � � � �� a � C. l�J L�J 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: a. b. c. d. 2 3. Field Strength: 35,000-psi minimum. Wall thickness: 0.312-in. minimum (0.5 for railroad crossings). Diameter: As shown on the drawings (minimum size requirements). Joints: Continuous circumferential weld in accordance with AWS D1.1. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe or as designated on the plans. 4. Grout: Grout shall be Portland Cement grout of min. 2000-psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide free flowing thick slurry. EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be performed ih such a manner so as to not interfere with the operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to oa��s�ss ASC-3 L�. � E 3. � PART DA - ADDITIONAL SPECIAL CONDITIONS safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches ar� cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the`approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. a. The boring shall proceed from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids� in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allowable variation from the line and grade shall be as specified under paragraph A.2. All voids between bore and outside of casing shall be pressure grouted. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. I!� � CI, LJ � Iryl LJ LJ !�l � � C �+J l�l LJ C � �� 04/16/99 ASC-4 � L! u � L�J I�I I�! � a 5. � � � � � D � a a � a04,�6/99 PART DA - ADDITIONAL SPECIAL CONDITIONS b. All skids shall be treated with a wood preservative. Skids should extend for the full length of�the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. c. The Contractor shall prevent over-belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where.appli�able shall be provided. d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must= be taken that not too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawing�s or as required by the Engineer. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on drawings and as required and directed by the Engineer sewer shall be constructed of bore and jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if necessary to achieve lin� and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. c. Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking without a borehole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or the. use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. a. When tunneling is permitted, the lining of the tunnel shall be of sufficient str�ngth of support the overburden. The Contractor shall submit the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of�the liner method. C•7 � The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. Access holes for placing concrete shall be space at maximum intervals of 10 feet. ASC-5 � � PART DA - ADDITIONAL SPECIAL CONDITIONS D. MEASUREMENT AND PAYMENT: Instailation of pipe by other than open cut will be measured by the linea� foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis �s installed. The work .performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as° shown on plans. The furnishing of all �materials, pipe, liner materials required for installation, for all preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as �shown in the Bid Proposal. DA-6 SERVICE LlNE POINT REPAIR / CLEANOUT REPAIR - OMITTED DA-7 PROTECTlVE MANHOLE COATING FOR CORROSION PROTECTION: A. GENERAL; 1. Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to receive interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfa�es. Protective �oating for corrosion protection shall meet the requirements of this Specificatiori (and items DA-12 and DA-13) and the Manufacturers recommendations and specifications. 2. Description: 'The Contractor shall be responsible for the =furnishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. � 0 Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. M,4TERIALS: ,� I�I � LRJ IJ fJ I �� 1 u � �� 1. Scope: This section governs the materials required for completion of protective � coating of designated structures. � 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 04/76/99 ASC-6 , ' �� C�' � � � � � a a � � � � � C. � � a a D � � � � PART DA - ADDITIONAL SPECIAL CONDITiONS 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Tensile Strength Flexural Stress Flexural Modulus Standard ASTM D-638 ASTM D-790 ASTM D-790 Lon� Term Value 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and is not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with�the handling of the coating material shall perform the spray coating operations and coating inst�llations. EXECUTION: 1. 2. 3 General: Protective coatin� shall not be installed until the structure is complete and in place. Preliminary Repairs: a. All foreign materials shall be removed from the interior of the structure using high-pressure water spray (3500 psi to 4000 psi at spray tip). b. All urisealed lifting holes, unsealed step holes, and voids larger than approximately one-half (1/2) inch in fhickness shall be filled with p,atching compounci as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. Protective Coating: a. 0 The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) 2) The surface shall be thoroughly cleaned of all foreign materials and matter. Place covers over the invert to prevent extraneous material from entering the sewers. - o4irsiss ASG7 � PART DA - ADDITIONAL SPECIAL CONDITIONS 3) If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by �he Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-8 MANHOLE REHABILITATION: - OMITTED DA-9 SURFACE PREPARATION FOR MANHOLE REHABlLITATION: - OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM: - OMITTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM: � oai� siss GENERAL 1. Scope This section governs all work, materials and testing required for the application of interior manho.le coating. Manholes designated for interior coating are listed the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-10, DA-12, DA-13, or DA-14. 2. Description ASC-8 � 0 Ll I� �� f�l � L�J �� C� �l u �� a �� L�J C C! u II� � n '�I� PART DA - ADDITIONAL SPECIAL CONDITIONS The Contr�ctor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract �Documents. 3. Manufacturers Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturers' recommendations. 4. Manholes pB. MATERIALS L�J u 1. Scope Manholes to'be coated are of brick, block, or concrete construction. Some manholes may have a cementitious sprayed or trowelled on coating over the original interior surface. This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating � Quadex QM-1 s and Quadex Excel proprietary pre-blended cement based synthetic granite (Donnafill) enhanced polypropylene fiber reinforced coatings as manufactured by Quadex, Inc. No material (other than clean potable water) shall be � used with or added to Quadex QM-1 s or Quadex Excel without prior approval or recommendation from Quadex, Inc. � C � 3. 4 Material Identification Contractor shall completely identify the types of grout, mortar, patching compounds, sealant, and/or root control chemicals used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions a shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control � at all times and is not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the coating operations. ' � � C. EXECUTION 1. General 04/i6/99 ASC-9 � C� n 04/16/99 2. 3 4. PART DA - ADDITIONAL SPECIAL CONDITIONS Manhole coating shall not be performed until�replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, or concrete collar construction is complete. Temperature Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. If ambient temperatures are in excess of 90°F, precautions shall be taken to keep mixing water below 85°F, using ice if necessary. Interior Manhole Coating a. '� The interior coating shall be applied to the manhole from the top of the corbel or flattop to the bench/trough, including the bench/trough. The interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE REHABILIATATION. 2) The surface prior to application shall be damp without noticeable free water droplets or running water. QM-1 s material shall be spray applied (using a Quadex Model 900D application machine or manufacturer approved equal) to a minimum uniform thickness of 1- inch minimum. Troweling shall begin immediately following the spray application. The trowelled surface shall be smooth with no evidence of previous void areas. 3) The final. application shall have a minimum of four (4) hours cure time before being subjected to active flow. Ambient conditions in the manhole-are adequate for curing as long as the manhole is covered. 4) Traffic shall not be allowed over manholes for 12 hours after reconstruction is complete. Testing of Rehabilitated Manholes ,0 u I� � � � � � f ,J L��J �� . �I, a. Testing of rehabilitated manholes for watertightness shall be performed by � the contractor after operations are complete in accordance with Section DA- 18. b. At least two 3-inch diameters x 6-inch tall cylinders of the coating material shall be taken from each day's work with the date, location and job recorded on each. The cylinders shall be sent to a certified testing laboratory for testing. A compression test will be made per ASTM C780, and the results will be furnished to the Engineer and Owner on request. MEASUREMENT AND PAYMENT ASC-10 �� LJ LJ � l�l PART DA - ADDITIONAL SPECIAL CONDITIONS � � � '� L�J L� � LJ �� D � Payment shall be based on the Contract Unit Price per verticai foot measured from the top of the corbel or flattop to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and all material testing necessary to complete the work. Grouting, if necessary to stop active leaks in manhole wall areas, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by the Manhole Rehabilitation Schedule or required to be done by the Engineer, shall be paid for separately. at the Contract Unit Price. DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: A. GENERAL 1. Manholes to be coated are of brick, block, or concrete construction. All manholes a shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. aB. MATERIALS � � � � 04/16/99 � 1. Scope 2. � Q 2 3. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section.or of Section DA-10, DA-11, DA-13, or DA-14. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the c�mpletion of interior coating of manholes in accordance with the Contract Documents. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. Manlioles This section governs the materials required for completion of interior coating of manholes. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Specialty Cement ASC-11 � C« 04/16/99 C! 5. PART DA� - ADDITIONAL SPECIAL CONDITIONS The specialty cement-based manufactured by�Quadex, Inc Materials. Material Identification coating material shall be either Quadex QM-1 s as or Reliner MSP as manufactured by Standard Cement The interior manhole coating material sprayed onto the surface� of the mar�hole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows: Propertv Tensile Strength Flexural Stress Flexural Modulus Mixing and Handling Standard ASTM D-638 ASTM D-790 ASTM D-790 Lonq Term Value 5,000 psi 10,000 psi 550,000 psi Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and is not available to unauthorized personnel or.animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall pe�form the spray coating operations'and coating installations. EXECUTION 1. General Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2.. Temperature Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected Within 24 hours. 3. Interior Manhole Coating a. � The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high-pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. ASC-12 0 LJ I'� � L*J � i�� CI � � CI L�J � LJ I �J LJ � ��J � !J I�, � LJ � PART DA - ADDITIONAL SPECIAL CONDITIONS 2) Place covers over tl�e invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). Testing of Rehabilitated Manholes 1. a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 18. � D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the � bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if. necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a � particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. � DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: A. GENERAL D � a a � � � 04/16/99 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations , Materials, mixture ratios, �nd procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. ASC-13 u Q B. MATERIALS C oai�siss 1. Scope �his section governs the materials required for completion of interior coating of manholes 2. Interior Coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement _ The specialty cement-based coating material shall be either Quadex QM-1 s as" manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Materialldentification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for �the use of these grouting materials. 5. Mixing and Handling PART DA - ADDITIONAL SPECIAL CONDITIONS Manholes Manholes to be coated are of brick, biock, or concrete construction. All manholes shail have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and is not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. EXECUTION 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. . ASC-14 �I LJ �1 I� � �� LI C� C' � � �! I �. �� J � �J L�J � L' ��{ PART DA - ADDITIONAL SPECIAL CONDITIO�NS � 2. Temperatures � Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. a3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole � Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. � f� IJ I� � LJ L�J � D4 L�1 � LJ � 04/16/99 � b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex Q(VI-1 s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommer�dations with a minimum thickness of 125 mils (0.125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure time or.be set�hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 18 — VACUUM TESTING OF REHABILITATED MANHOLES. ASC-15 � PART DA - ADDITIONAL SPECIAL CONDITIONS � MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shali be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-14 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY L1NER: A. GENERAL This section prescribes the minimum standards for the safe and efficient rehabilitation of sewer structures, utilizing Permacast with Epoxy Liner. B. MATERIALS 1. Leak Plugging Leak Plugging of the same or greater strength than the Liner Mix and/or chemical grouts may be used. If water pressures are severe, the contractor may drill relief holes at the bottom of the manhole wall to concentrate the leaks before plugging. 2. Patching Mix Vo�ds which have not compromised the structure in its overall soundness must be filled prior to lining with materials of the same or greater strength than the Liner Mix. 3. Liner Mix Shall be densely compacted, Reliner Microsilicate cement mortar, Quadex QM-Is and Quadex � Excel cement mortar, or approved equal, applied uniformly at a minimum thickness of %z inch. Liner Mixes shall attain strengths as follows: Compressive ASTM C-109 Flexural ASTM C-295 Elasticity ASTM C-469 24 HOURS 28 DAYS 3500 psi 10,000 psi 650 psi 800 psi 180,000 psi 1,150,000 psi It shall be delivered in factory prepared packaging suitable for mixing with just the addition of clean water in the prescribed dosage. No additives shall be used at the site without prior approval. All visible leaks must be plugged prior to application. of the cementitious liner with quick setting, non-shrink hydraulic cement mortar. C. EXECUTION 1. Mixing The manufacture's published technical specifications and directions for proportioning �.and mixing shall be strictly followed by the certified applicator. o4irsiss ASC-16 � �� LJ li�l L�J � � � � LJ � 'LJ L�� I ��J i� LJ �� L�J �� !J l �J LJ L�J � � L�J L!J � 3. 4. PART DA - ADDITIONAL SPECIAL CONDITIONS Equipment Equipment shall be as recommended by the manufacturer to ensure proper mixing and pumping of the mortar and shall be clean and in good working order according to the manufacture's published recommendations for safe operation. Only factory certified workers shall operate with a controllable retrieval method shall be used to produce a uniform and dense application without the need to trowel which can weaken the mortar. Application Once prepared, the application shall commence, in accord with the manufacturer's recommended procedures and in the presence of the owner's inspector in a single application to the prescribed thickness (1/2 inch or greater) without delay or interruption in order to produce a uniform and monolithic liner. Muttiple layers with time between for drying are not' allowed. Once completed, the manhole shall be covered to prevent air drying. Testing & Verification Testing of rehabilitated manholes for water tightness shall be performed by the Contractor after operations are complete in accordance with Section DA-16. a The owner's inspector shall verify the thickness with a wet gauge. Any area found to less than the minimum prescribed thickness shall result in the minimum prescribed thickness shall result in the immediate relining of the entire interior. � aD � � � a � � Two test cubes shall be made from each day's mix and tested for strength verification. CORROSION PREVENTION 1. 2 �Preparation & Procedure The liner shall be applied to the prepared interior as specified in proceeding sections at �/2 inch thickness. Protective Coating The protective coating shall be a 100% solids epoxy with no Volatile organic compounds and white in color to optimize visual inspection. Minimum physical properties shall be: Hardness Tensile Strength Compressive Strength Flexural Strength ASTM D-2240 ASTM D-63860 ASTM D-69544 ASTM D-79058T 65 Shore� D 10,000 psi 15,000 psi 1,000 psi � 04/f6/99 /�S(i-1 % � � 3 4. PART DA - ADDITIONAL SPECIAL CONDITIONS It shall be uniformly spray applied or centrifugally cast onto the fresh mortar before new bacterial growth can contaminate the underlying mortar. It shall have a minimum thickness of 125 mils and shall not run or sag during placement. Safety If personnel are required to enter the confined space during the application procedure, each and all OSHA requirements as well as those required by the manufacturer's material safety data sheets shall be complied with fully. Testing & Verification The interior shall be visually inspected for thoroughness of coverage. When dry to the touch, the entire interior shall be tested with a Tinkor & Rasor holiday detector at the prescribed voltage to verify thickness and locate pinholes if any. Deficiencies shall be immediately corrected and retested. E. MEASUREMENT AND PAYNIENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing th.e work and'for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM: � � 04/16/99 GENERAL 1. Scope. This section governs all work, materials and testing r,�equired for the application of interior manhole coating. Manholes designated for interior coating are listed in the Manhole Rehabilitation Schedule, listed in Part 1. Interior manhole coating shall meet the requirements of this Section or of Section D-27, D- 29 or D-30. 2. Description. The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with tf�e Contract Documents. 0 � L� ] l�l � J u � � � LJ ��J i` � �� 3. Manufacturers Recommendations. Materials, mixture ratios, and procedures _ Q utilized for the coating process shall be in accordance with manufacturers recommendations. 4. Manholes. Manholes to be coated are of brick, block, or concrete construction. Some manholes may have a cementitious sprayed or trowelled-on coating over the original interior surface. MATERIALS CI �� 1. Scope. This section governs the materials required for completion of interior n coating of manholes. � ASC-18 � �� J L�J �� PART DA - ADDITIONAL SPECIAL CONDITIONS a particular manhole, if required by the Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately. DA-16 RIGID FIBERGLASS MANHOLE LINERS: - OMITTED DA- 17 PVC LINED CONCRETE WALL RECONSTRUCTION: DA-18 PRESSURE GROUTING: - OMITTED DA-19 VACUUM TESTING OF REHABILITATED MANHOLES: - OMITTED DA-20 FIBERGLASS MANHOLES: - OMITTED DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The contractor, shall be responsible for Iocating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure. � It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day).the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a � street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: LJ Comqanv � ��i � � L�J � L�J Teleqhone Number Southwestern Bell Telephone Texas Utilities Lone Star City of Fort Worth, Street Light �nd Signal 338-6275 336-9411 Ext. 2121 336-8381 Ext. 6982 871-8100 Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the�laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. oai�siss ASG21 L� l PART DA.- ADDITIONAL SPEClAL CONDITIONS DA-22 REPLACEMENT OF CONCRETE CURB AND GU7TER: Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top`soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements' within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. If the contractor fails •to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation�for all materials, labor, equipment and incidentals necessary to complete the work. DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to etiminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. . The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of excava�ion �coufd range from a couple of inches to include the surface-base-some sub-base removal for which the Engineer will select,the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dump site. After satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, with "Type D" surface mix. This item will always be used even if no base improvements are required. The proposed H.M.A.C. repair shall match the existing pavement section or the� depth of the failed material, whichever is greater. However, the patch thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C. pavement thicicness will not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall o4i�siss ASC-22 C L"_J L�J � LfJ � � L�J �� I I�] � �� ' I� �� PART DA - ADDITIONAL SPECIAL CONDITIONS �J � �J I'� � L�.l l�J 2. Interior Coating. Strong-Seai Systems MS-2A , factory-blended, cement-based , fiber-reinforced coating as manufactured by Strong-Seal Systems of Pine Bluff, AR. No material (other than clean potable water) shall be used with or added to Strong-Seal MS-2A without prior approval or recommendation from Strong-Seal Systems. 3. Material Identification. Contractor shall completely identify the types of grout, mortar, patching compounds, sealant, and/or root control chemicals used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and �xpected performance, to the satisfaction of the Engineer. 4. Mixing and Handling. Mixing and handling of interior coating, which may be toxic under certain conditions, shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all t.imes and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval � of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the coating operations, � C. EXECUTION: � 1. General. Manhole coating shall not be performed until replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, or concrete collar construction,is complete. L�J � � 2. Preliminary Repairs a) All foreign materials shall removed from the manhole interior using high " pressure water spray (minimum 3500 psi). Loose and protruding brick, mortar, and concrete shall be removed using a masonry hammer and chisel and/or scrapers. Existing roots and manhole steps shall be removed by cutting them 1" below the surface of the manhole. b) All unsealed lifting holes, unsealed step holes, voids larger than �j approximately one-half (1/2) inch in thickness shall be filled with rapid- 1� setting, trowel-applied patching compound prior to spray application of the MS-2A coating. � ��I � u 0 04/16/99 c) Active leaks shall be stopped using rapid-setting hydraulic cement products specifically for that purpose and according to manufacturer's recommendation. Some leaks may require grouting to stop the inflow. Grouting shall be performed in accordance with Section D-31. Contact Strong-Seal Systems for grouting recommendations. d) After all repairs have been completed, remove all loose material. 3. Temperature. Normal interior coating operation shall be performed at temperatures of 40 Degrees F or greater. No application shall be� made when freezing is expected within 24 hours. If ambient temperatures are in excess of 90 ASC-19 � . � PART�DA - ADDITIONAL SPECIAL CONDITIONS �Degrees F, precautions shall be �4aken to keep mixing wat�r below 85 Degrees F, using ice if necessary. 4. Interior Manhole Coating a) (2) Place covers over invert to prevent extraneous material from � entering the sewer. ,� J 04/16/99 � b) The interior coating shall be applied to the manhole from the top of the bench/trough to the top of the corbel or flattop, including the bench/trough. The interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. (1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi). (3) The surface prior to application shall °be damp without noticeable free water droplets or running water. MS=2A material shall be spray applied (using a manufacturer approved :application machine) to a uniform thickness of 1" minimum. Troweling shall begin immediately following the spray application. The trowelled surface shall be smooth with no evidence of previous void areas. (4) The application shall have a minimum of four hours (4) cure time before being subjected to active normal flows. Ambient conditions in the manhole are adequate for curing as long as the manhole is covered. (5) Traffic shall not be allowed over manholes for 12 hours after reconstruction is complete. Testing of Rehabilitated Manholes �� L'�J � LJ LJ� �J L�`J L�J I,'J a) Testing of rehabilitated manholes for water-tightness shall be performed by Q the contractor after operations are complete in accordance with Section D- 32. b) At least four (4) 2-inch cubes of the coating material shall be taken from each day's work with the date, location and job recorded on each. The cubes shall be sent to Strong-Seal Systems, Pine Bluff, AR, for testing. A compression test will be made according to ASTM C-109, and the results will be furnished to the engineer and the owner. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per each manhole coated. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing necessary to complete the work. Grouting, if necessary to stop active leaks in manhole well areas, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of ASC-20 L,�J '� � t� U � L�'I ��; PART DA - ADDITIONAL SPECIAL CONDITIONS LJ � u �� C'! L!J !!J �� i� �� LJ � � be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. "r All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-25 GRADED CRUSHED STONES: - OMITTED DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE: - OMITTED DA-27 BUTT JOINTS - MILLED: - OMITTED DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX): All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-Mix Asphaltic Concrete" and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C. overlay. The City wi�l-provide laboratory control as necessary. The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. oai�siss ASC-23 � PART DA - ADDITIONAL SPECIAL CONDITIONS Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-30 NEW 7" CONCRETE VALLEY GUTTER: - OMITTED DA-31 NEW 4" STANDARD WHEELCHAIR RAMP: - OMITTED DA-32 8" PAVEMENT PULVERIZATION: - OMITTED DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT): 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 Specification Item No. 314 herein except for finishing and curing. B. FINISHING: The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. C. CURING: The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing compound conforming to the requirements of ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. D. EXECUTION: Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. 04/16/99 ASC-24 �� J � � � � L�] LJ r�� I� � �I � � �� i ��J �� i U �I'' � � L�J l�l � C�� C � CJ l�l � L u � PART DA - ADDITIONAL SPECIAL CONDITIOiVS The following work method will be performed on each utility cut: 1. Place safety signs, barricades and/or other warning devices where necessary and as required. 2. Replace pavement to nearest joint. 3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas requiring repair. 4. Saw cut along marked lines a minimum of two (2) inches deep. 5. Remove existing concrete. � 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. 7. Place and finish concrete. 8. Clean up job site, removing all debris. 9. Maintain traffic control devices to protect the area until the concrete has cured seven days or concrete reaches 3000 psi compressive strength. E. PAYMENT: Payment shall be made at the unit price per linear foot as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools and incidentals necessary to complete the work. DA-34 RAISED PAVEMENT MARKERS - OMITTED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING - OMITTED DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL - OMITTED DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC: - A. GENERAL: a 1. Ge�eral Conditions, Supplemental Conditions, applicable requirements of Division 1- General Requirements and the North Central Texas Council of Governments (NCTCOG) Standard Specifications, are hereby made a part of this section. a2. This item shall govern for the installation of rock riprap o� the various sizes shown on the plans. � a � B. DESIGN CRITERIA: 04/16/99 ASC-25 � C. PART DA - ADDITIONAL SPECIAL CONDITIONS 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the channel bottom is not stable, the design shall incorporate other requirements needed to stabilize the revetment toe. 2. The channel side slope shall be as shown on the drawings. 3. Engineering filter fabric material shall be placed underneath the riprap. 4. Riprap shall extend up the bank to an elevation where vegetation will provide adequate prot�ction. See cross sections. PRODUCT: � 1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to insure permanence in the structure. It shall be free from cracks, seams and other defects that would tend to increase deterioration. Rock shal) be reasonably well graded between the following prescribed limits: 24" Riprap 18„ Riprap Sieve Size (Square Mesh) 24 inch 18 inch 12 inch 6 inch Sieve Size (Square Mesh) 18 inch 12 inch 6 inch 3 inch Percent Passinq 100 80-90 45-55 0-20 Percent Passinq 100 60-85 15-45 0-15 2. RIPRAP WEIGHT: Weight of rock shall be one hundred fifty five pounds per solid cubic foot (mir�.) calculated from the bulk specific gravity (saturated surface dry). 3. FILTER FABRIC BLANKET: Approved Manufacturer: • �upac - Heavy Grade 8NP (UV) • Trevira 011/280 • Amoco 4553 • or Equal Heavy Grade 4. RIPRAP GFiOUTING, �a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand, manufactured sand or a combination of natural and maraufactured sands. The . grading and uniformity of the fine aggregate shall conform to the following requirements as delivered to the mixers: Sieve Designation, U.S. Standard Sauare Mesh 3/8 in. (9.5 mm) Permissible Limits Percent bv Weiqht, Passina 100 oairsiss ASG26 ' < � � �� ,� � �� '� � � � ,� � � � a � D. � � a � � � � D � � D a � � Q � 04/16/99 PART DA - ADDITIONAL SPECIAL CONDITIONS No. 4 (4.75 mm) No� 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 um) No. 50 (300 um) No. 100 (150 um) 95 - 100 80 - 95 55 - 75 30 - 60 12-30 2-10 EXECUTION: 1. CONSTRUCTION: a. The channel side slope and the toe excavation shall be prepared to the required lines and grades. b. Filter fabric and riprap shall be pla�ed in succession to the required thickness and elevations. Riprap shall be hand placed around structures to prevent damage to the structures. 2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be placed in the manner and at the locations shown on the drawings. At the time of installation, the geotextile shall be rejected if it has defects, rips, holes, flaws, deterioration or damage incurred during manufacture, transportation or storage. The surface to receive the geotextile shall be prepared to a relatively smooth condition free of obstructions, depressions, debris and soft or low-density pockets of material. Erosion features such as rills, gullies, etc. must be graded out of the surface before geotextile placement. The geotextile shall be placed with the long dimension perpendicular to the centerline of the channel and laid smooth and free of tension, stress, folds, wrinkles, or creases. The strips shall be placed to provide a minimum width of 24-inches of overlap for each joint. Temporary pinning of the textile to help hold it in place until the rock riprap is placed. The temporary pins shall be removed as the riprap is placed to relieve high tensile stress, which may occur;during pfacement of material on the geotextile. The specified placement procedure requires that the length of the geotextile be greater than the actual slope length. The Contractor shall adjust the actual length of the geotextile used based on initial installation experience. The geotextile shall be protected at all times during construction from contamination by surface runoff and any geotextile so contaminated shall be removed and replaced with un�ontaminated geotextile. Any geotextile damaged during its installation or during placement of riprap shall be replaced by �the Contractor at no cost to the Owner. The work shall be scheduled so that the covering of the geotextile with a layer of the specified material is accomplished within seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile shall be protected from damage prior to and during the placement of rock riprap. Before placement of gabion units, the Contractor shall demonstrate that the placement technique will prevent damage to the geotextile. In no case shall any type of equipment be allowed on the unprotected geotextile. 3. RIPRAP PLACE�/1ENT: Stone for riprap shall be placed on the filter fabric blanket in such a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and grades shown on the drawings. Then intent of these specifications is to require placement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course ASC-27 � E PART DA - ADDITIONAL SPECIAL CONDITIONS thickness at one operation and in such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their final position shall conform to �he gradation specified hereinbefore. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source, by controlled dumping of successive loads during final placing, or by other methods of placement which will produce the specified results. Rearranging of individual stones, by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted. Any material displaced by any cause shall be replaced at his erosion to the lines and grades shown on the Drawings. 4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entraining admixture and sand mixed in the proportions of 1 part of�Portland cement to 3 parts of sand, sufficient water to produce a workable mixture, and that amount of admixture which will entrain sufficient air to produce durable grout, as de#ermined by the ENGINEER. Sand for grouting shall conform to the requirements of paragraph: FINE AGGREGATE. The grout shall be mixed in a concrete mixer in the manner specified for concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a consistency such as to permit gravity flow into the interstices of the riprap with the help of limited spading and brooming. The grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not be permitted. Riprap shall not be grouted v�hen the ambient temperature is below 35 degree F. or above 95 degrees F. unless approved by the ENGINEER in writing; nor when the grout, without special protection, is likely to be subjected to freezing temperatures before final set has occurred. Prior to grouting, all surfaces of riprap shall be wetted. The riprap shall be grouted in successive longitudinal strips, approximately 10 feet in width, commencing at the lowest strip and working up the slope. Grout shall be brought to the place of final deposit by approved means, and in no case will grout be permitted to flow on the riprapped surface a distance in excess of 10 feet. Immediately after dumping the batch of grout, it shall be distributed over the surface of the strip by the use of brooms and the grout worked into place between stones with suitable spades, trowels, or vibrating equipment. As a final operation, the grout shall be removed from the top surfaces of the upper stones and from pockets and depressions in the surface of the stone protection. After completion of any strip as specified, no workman or any load shall be permitted on the grouted surface for a period of at least 24 hours. The grouted surface shall be protected from rain, flowing vicater, and mechanical injury. The surface of all grouted riprap shall be cured by keeping the surface continuously wet for a period of not less than 7 days. MEASUREMENT AND PAYMENT L�J l�l � � I�1 � � u � � LJ � � �� C', 04/76/99 1. FILTER FABRIC: Filter fabric will be measured by the 'square yard for material used including that required at toes and thickened edges of riprap. Payment for filter fabric will be made at the contract unit price per square yard, which includes all plant, labor, material, and all installation costs in-place, complete. 2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual plan dimensions. Payment for riprap will be made at the contract unit price per cubic yard, which includes all plant, labor, material, and installation costs in-place, complete. ASG28 I �l � � LI 1■I PART DA - ADDITIONAL SPECIAL CONDITIONS � 3. GROUT: Grout for rock riprap wiil be measured by the square yard usin actual lan 9 p dimensions. Payment for grout will be made at the contract unit price per square yard, � which includes all plant, labor, material, and installation costs in-place, complete. DA-38 CONCRETE PIPE FITTINGS AND SPECIALS: - OMITTED � � � � � � � � � � � � � � � � 04/16/99 ASC-29 � � 0 � � �J �� C 0 L�J �I 0 � `I . � �- 1 �--i . STATE REVOLVING F�7ND (SRF) REQUIREMENTS L�I I�I � APPENDIX A � � LJ I� �� L�J C �_� L� I TWDB CONTRACT CONDITIONS PRIVITY OF CONTRACT. This contract is expected to be funded in part with funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. DEFINITION. The term "TWDB" means the Executive Administrator of the Texas Water Development Board, or other person who may be at the time acting in the capacity or authorized to perform the functions of such Administrator, or the authorized representative thereof. FINAL PAYMENT. The retainage and its interest earnings, if any, shall not be paid to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on the contract work. REVIEW BY OWNER AND TWDB. (a) The Owner, authorized representatives and agents of the Owner, and the TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the state of Texas to any action for damages. FLOOD HAZARD INSURANCE This provision applies to any contract which will construct structures that are insurable under the National Flood Insurance Program of the Federal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurable structures that will be built under this contract. A copy of the completed application must be provided to the owner before commencing construction of the project. The Contractor shall obtain the flood hazard insurance as soon as possible and submit a copy of the policy to the Owner. � ARCHEOLOGICAL DISCOVERIES. No activity which may affect a State Archeological Landmark is authorized until the Owner has complied with the provisions of the Antiquities Code of Texas. The Owner � has previously coordinated with the appropriate agencies and impacts to known cultural or archeological deposits have been avoided or mitigated. However, the Contractor may encounter unanticipated cultural or archeological deposits during construction. L�J � A-1 I�I■I J � � � � � L � ' L�J 'J � � C� CI � � I_■I � ��I If archeological sites or historic structures are discovered after construction operations are begun, the Contractor shall immediately cease operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). The Contractor shall take reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate agencies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. ENDANGERED SPECIES. No activity is authorized that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include reporting the encounter to the TWDB, the U.S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any necessary approvals or permits to enable the work to continue, or implement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. LAWS TO BE OBSERVED. In the execution of the Contract, the Contractor must comply with all applicable Local, State and Federal laws, including but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and comply with all Federal, State and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, the TWDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. HAZARDOUS MATERIALS. Materials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifications. If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazardous materials on sites owned or controlled by the Owner. � � L�J u '!J !� L�J IJ I■� L � � � � '� � IJ � I�I � EQUAL EMPLOYMENT OPPORTUNITY During the performance of this contract, the Contractor agrees as follows: (1) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, age, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, age, handicap, or national origin. . (3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employees. (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in Employment Act of 1967,29 U.S. C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant orders of the Secretary of Labor. (5) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invested as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by Law. (7) The Contractor will include the portion of the sentence immediately preceding paragraph 1, and the provisions of paragraph 1 through 7, in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of A-3 �1.� L�� f�l � � L�J � � ! �J � D f�l u L`!� � � � � Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interest of the United States. (8) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of ineeting the Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Reaister in notice form, and such notices may be obtained from any office of federal contract compliance's programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to make substantially uniform progress toward its goal in each craft during the period specified. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals set for minority and female participation and which is set forth in the solicitations from which this contract resulted. .. C�� 0 SITE CERTiFICATE � This is to certify that the n (Legal Name of Applicant, i.e., City, District, etc.) 1.! has now acquired, taken bona fide options on, or initiated formal condemnation proceedings against all property (sites, easements, rights-of-way, or specific use n permits) necessary for construction, operation and maintenance of wastewater facilities j� described as u LJ L■J C � EXECUTED this day of has the right of eminent domain and will take condemnation action, if necessary, to (� acquire any sites, easements or rights-of-way which may be required to change the U location of any of the facilities described above; and upon acquisition of the rights-of-way and recording of documents, will submit another site certificate to that effect. � � �J ! �J � NOTE: I� � L�' (Proposed Contract No. and Description) in accordance with plans and specifications approved by the Texas Water Development Board. Any deeds or documents required to be recorded to protect the title(s) held by (Legal Name of Applicant) have been recorded or filed for record wherever necessary. In the event of conflicts with existing underground utilities or preserve unknown cultural or historic resources, the (Name of Applicant) ,19 (Signature) (Title) This certificate MUST BE EXECUTED BY AN ATTORNEY OR AN ABSTRACTOR qualified #o evaluate the Applicant's interest in the site and make such a determination. � A2-1 �J �'� S. R. F. � 1. The Contractor shail compiete the two attached Texas Water Development Board forms at time of contract execution. � 2. The Contractor shall submit along with the by-monthly payroll certification the attached form SRF-74, Certification By Contractor for Labor Standard Compliance. � � L�J L�l � L�J � � � � I�, � LJ � � � L�J L�l ! ■J C � � L�J �I � u I� u CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF �Q/I/i BEFORE ME, _ C , a Notary Public duly commissioned and qualified in and for the County of '��!�,Vlil, in the State of Texas came and appeared _ � as represented by , the corporation's � , who declares he/she is authorized to represen ,�-��i��,�,�,i�'4L�(.t�►'l � - pursuant to provisions of a resolution adopt d by said corporation on the �� day of �,I�''l� 9�(a duly certified copy of such resolution is attached to and is hereby made a part of this document). L. �,�-�'� , as the representative of �G��g�'1 � ],,n V declares t at W'� assures the Texas Water Development Board that � �� -� � it will construct � ��'oject at 7��i(J,�,�, Texas, in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. G!V � AND and seal of office this �� day of � ��.�_ . 199� A � ��' � � �� ` � � �� i Tsxas � ��?: �� 00.t6-2ao� _ _ a .. . �. r��:. , . _ _.. ,� . � � C o . � _ -� Printed Name aMy Commission expires �J�fp �� I�! ��i Q A3-1 Isl L�J � L, 0 LJ lJ L�l i!J L�, � I� � L�� L�J L!] � CONTRACTOR'S ACT OF ASSURANCE RESOLUTION �l�!i'�'�xt-�l� Name I hereby certify that it was R SOLVED by a quorum of the directors of the `_ ,,�.�� Yl�• , JName of Corporation � ' meeting on the day of i��s�-I1Vti�%�- , 19 -l0 , that � �� ' 1 - be, and hereby is authorized to act on behalf , Name of Corporation as its representative, in all business transactions conducted in the State of Texas, and; That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in full forces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix � ��y— q the seal of the corporation this � day of W1� , 199 / � (seal) - � q��. Sec�ary D A4-1 � U � � � � � � Q � � � � D a a Q Q � CERTIFICATION BY CONTRACTOR of LABOR STANDARDS COMPLIANCE In accordance with Titie 29, Subtitle A, Part 5, Section 5.6(A)(1), each monthly engineering estimate must be accompanied by the following certificate executed by each prime contractor employing mechanics and laborers at the work site in which the federal government is to participate: Date Estimate Number: for period to Name of Project Location Contract Number Date of Contract Awarded State Revolving Fund Loan Number I hereby certify that all of the contract requirements as specified under the labor standards have been complied with by: as principal contractor and by each subcontractor (Name of Contractor) employing mechanics or laborers at the site of the work, or there is a substantial dispute with respect to the required provisions. Name of Contractor/Subcontractor Signature and Title Notes: 1. This certification may be placed on the estimate or on a separate sheet attached to the estimate. 2. The Texas Water Development Board shall, prior to approving a voucher, satisfy itself that copies of these certificates are on file with the owner. A5-1 � � L,� a � � a 0 Q !! Q � � Q� � � Q � � PART E- SPECIFICATIONS / EASEMENTS / PERMITS � � f, L,l 'J � • � f aR��A � 4P o� > „ �- � � .. � ��.��'�� ° � WATER DEPARTidENT � U. . I� � L�J � � � L�! � SECtIO�i E SPcCI FI CAi10��(S .JA�li1ARY 1, i97d . A]i materiais, constructian rr�ethods and prncedures used in thi.s project shall confotm to Sectfons El, EZ, and E�A of the Fort �lorth Nater Uepartment General Contract pocurr�nts and Genera� Specifications, together Niih a»y additional materia� specification(s , construction(s} or later revisian(s}. (See revisions listed on this sheet . Sections El, EL and E2A of the Fort uorth Nater Uepartr� nt General Contract Documents and General � Specifications are hereby made�a part of this contract d�cumznt �y refzrence {or all purposes, the same as if copies verbatim herein, and suc� Sections are fi l�d and kept in tna offi ce of tiie Ci ty Secretary ot , the Ci ty of , Fort �lorth as an offi ci al record of the Ci ty of Fort uortl�. e E1 E'L E2A INDEX MA7ERIAL SPECIFICA7I0�{S CO►iSTRUCTION SPECI FI CATI0��5 GEhtERAL DESIG�'� DE1'AILS Revisions as of Aprii 'L0, 39�1, follow: � E1-2,4 Backfill: (Correct minimum compaction requirement to 95A Procter density and correct P.I. vaiues as iollows:) � c. - Addi tional backfi 11 requi rements when approv�d for use in streets: � � 1, Zy e B Backfill . (c� Maximum p]astic index (PIj shaii be & 'l. Ty e C �aekfi l] ' . (a� Materia] meeting requirerr�nts ard having a PI of 8 or less sl�al� be considered as suiteb)e for cor,�acL- �on by �etting � (1�� Material r�eting requirer►ent and having a PI of 9 or more si�all be considered for use only Hit�� ^ mee►�anical eocnpaction � • � E1-2.11Trencl� �ackf�l l:(Correct minimum corri�action requirement xherzv�r i t appears in this section to"45% Procter deitsity except for paragrapn a.l. wt�ere the p9�X modified Procter density" shali re��ain uncliang��). L�J � � L�J � C C� � L� [�J � � L�J L�J C � � 0 f �1 SECTION E100 — MATERIAL SPECIFICATIONS MA?ERIAL STAHDARD E100-4 ' JANUARY 1, 1978 (AOOED 5/13/90) E100-4 NATERTIGHT NANH�LE INSERiS . . � E100-4.1 GENERA[� This standard covers the furnishing and installation of ti�rater�ight gasketed manhole inserts in the �ort Worth sanitary selver collection system. . . . . EiQr-4.2 MA7ERIALS Ah0 UESICN: �. . . � � a:� The manhale insert.sr�all he of corrQsian—pr�of h�igh�density �. polyethelene that meets or exceeds the requirements of AST�i D1248,� . ' Category 5, Type III. . � � . b. .The minimum thicfcness of �he manhole insert shall be 1/8". � c. The manhole insert shall have a gasket that provides positive sea� in wet or dry conditions. The gasfcet shall be made of close� cell .neoprene rubber and meet the requirzment of ASTM D1056, or egual. , � d. The manhole insert-shall have a strap for removing the insert. The strap shall b� rr,ade of minimum 1" wide woven polypropa�cne or nylon webbing, with•the ends treat?d to prevent unravelling. Stainless stee7 hard•xar� shall be used to securely attach strap to the in�e�t. e. 7he manhole insert shall have one or more vent holes or valves to - release gasses� and allow v;ater inflow at a �ate no greater than 1G ga7lons per 24 hours. � - .Q1C0-4.3 1NSTALLA7IOH: . a. ?he manhole frame shall be cleaned of all dirt and debris before placing the nanhole �nsert on the rim. b. The manhole insert shall be fu11y seated around the ranhole frame rin to re�ard r�ater fram seeping between the cover znd the manhole frame rim. - � � Eioo ci) Q � . � L�J L�l EASEMENT DOCUMENTS � Three copies (in 3-ring binders) of all the right-of-entry forms and all easements (temporary construction and permanent) obtained for this project are available for � examination at the plans desk of the Department of Engineering. Bidders shall be provided copies of any right-of-entry or easements upon request. The terms of all Special Provisions or Conditions for easements shall be applicable. The responsive low bidder(s) Q will be furnished with a copy of right-of-entry and easement documents after award of contract. Bidders shall not remove any of the three copies from the plans desk. L� L�J � �� LJ � � � L�1 L�J � � ��J � � � � � � � � � i � � � � � � � � � 0 PART F - BONDS & INSURANCE � 0 � l�J l�l � � l� � � l�J l• l�l � C'' Le1 � � � �� NOTICE The following blank snaces in the Certificate of Insurance, Performance, Paymenf and Maintenance Bonds, and the Contract are not to be filled by the Bidder at the time of submitting his proposal. The forms are included herein to familiarize the Bidder with such forms which the successful Bidder will be required to execute. �J � CERTIFICATE OF 1NSURANCE LJ � L!i � LJ i'O: City of Fort Worth, Texas Dazc; 0$-16-1999 v AME OFPROJECt': Sanitary Sewer Main 189R Parallel Relief & Main 129 Replacement, Part 2 PRO7ECT 1��UMBER: PSS�-070580173510 IS TO CERTIFY-7HAT: Larry H, Jackson Construction Co., Inc., Jackson ConstrucGion, Inc. 5112 Sun Valley Dr., Fort Worth, Texas 76119 is, at the date of this ccrtificate, Insur�d by this Company with respect to the hasiness opcntions hereinafter desc;ibed, for the type of insurance and accordancc with provisions of the standard policia used by this Compan}�, and iurther hereinafter dacrib�d. Exceptions to standasd poiicy noted on rtvcrse side her�of. Worker's Compensaxion Compreheruive Genetal Lianility Insurance (Public Liability) TYPE OF INSURANCE Pofiry Effective Expires TSF00010727:89$ 10-1-98 10-1-99 DTC0724K514498 10—I-98 10—I-99 � Blastine ` C�(laose of5uildin� or structures adjacent to excavations� - a DamaQe to Under�round L2ilities Buitder's R.isk nComprehensive U Automobile Liability LJ � Conu�ac:ual Lia:oiliri� Otha: UMBRELLA � L�] � � 0 � IDTC0724K514498 10-1-98 f 10-1-99 � fDTC0724K514 98 10-1-98 LO-1-99 I VDTC072�rK51449$ 10-1-98 ` IO-1-99 ( � DHCAP724K51`698 10-1-98 . � DTC0724K514 98 10-1-48 jCUP67�3G492A�8 10-1-98 f��l] 10-1-99 10-1-99 L'units of Liabiliry 500,000/500,000/500_J00 Bodil.• Injury: Ea. Occurrencc: S i. On0 - p('Q. Propem Damage: Ea. Oc�vrrencc: S 1, 000 , OGO I Ea Occurrence: S�_,_QQQ, 0( 0 �a. Oc�urreace: S l,, 000, p(r0 , . � Ea Occur: enc�: SI , 000 , O( 0 � Bodil�� injury: CSL Ea. ?crson: S1, 000, 000 Ea. Oc�urrence: 5 1, 000, O( 0 ?roperty Damagc: F� Occurrence: S I, Q00 , 0( 0 Bodil�• Injur}•: Ea. Occurcence: S 1, 000 , ri00 Propem Damaee: Ea.Occurrence: S I$10,004,000 Locazions covered: Sanitary Sewer Main 189R Parallel Relief & Main 129 Replacement Descripcion of openrions cover�d: See Proi ect Name Above The above policies either in the body thercof or by appropriate endorsement provided that thev ma�• not oc changed or canceled 'o�• the insure: in less than five (5) days aRer the insured has received written notice oi such cnanevor cancelfarion. Where applicable local laws or regulations require more than fve (5) days actual notice of change or cancellation to bc a�sured, thc above poiicics contain such special requirements, either in the body chereof or by appropriatc endoncment thereto attached. .��encv Coble—Cravens Ins. Agency, Inc =ort �%oRh A¢cnt RoberC W. Purdin Address 202 E. Border St. ,��202 Arlington, TY. 76U04 / � B �` �r-c. y . Titic President - IL�J � RJ � CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' � compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS58- 070580173510 � J �J � � STATE OF TEXAS � � COUNTY OF TARRANT § JACKSON CONSTRUCTION, INC. C NTRACTOR B v ►�L'�5�.� � -�� -��J Date BEFORE ME, the undersigned authority, on this day personally appeared �L�,�" %�1,� known to me be the person whose name i subscribed to t foregoing instrument, and acknowledge�to me tha� � ° executed the same as the act and deed o S.�U�L�O''1 for the purpose and consideration therein expressed and in the capacity therein stated. � � -w G� VEN LTNDE HAND AND SEAL OF OFFICE this I�� day of l 1 � i�.�'` . 19 � . -- 5 � � � ot Public in,and for � �,{'R`�"�`� Lt3A A RAULSTpN the tate of Texas � N07�RY PUBLIC ��• St�tte of Texas �t� CotY1fM. Exp. OS-16-2001 �'j � � � � � . L J � � J � � ' � � � � � � � ' ' � � ' � � � � � THE STATE OF TEXAS COUNTY OF TARRANT PERFORMANCE BOND 0 0 KNOW ALL MEN BY THESE PRESENTS: That we (1) JACKSON CONSTRUCTION, INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) '�** a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: FOUR HUNDRED NINETY-THREE THOUSAND TWO HUNDRED SEVENTY-SIX AND 50/100 ............. ($493,276.50) 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, jointiy 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 lOT" of AUGUST, 1999 a copy of which is hereto attached and made a part hereof, for the construction of: SANITARY SEWER MAIN 189R PARALLEL RELIEF AND MAIN 129 REPLACEMENT, PART 2 designated as Project No. (s) PS58-070580173510, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans,_ specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; othetwise to remain in full force and effect. *** INDEPENDENCE CASUALTY AND SURETY COMPANY Fl L�J � � I�I I■. � �J 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 8 counterparts each one of which shall be deemed an original, this the lOT" of AUGUST, 1999. ATTEST: � / � /� _/ _�, � �' � / , �� Itl J� I� u (SEAL) � �J � Witness as to Principal 5112 Sun Valley Dr., Fort Worth, TX Address 7 6119 ST• . � ( 57�.� S� — `'�l� (Surety) Secretary (SEAL) a � � � 1J � � �� Witn ss as t Surety 202 E. er, Arlington, TX 76010 (Address) JACKSON CONSTRUCTION, INC. . NCIPAL 4 B : ��— _ u Title:_ ��'�,�� 5112 SUN VALLEY DRIVE FORT WORTH. TX 76119 (Address) INDEPENDENCF�.-,CASUALTY AND SURE COMPANY Surety BY: i��/� (Attorney-in-fact) (5 ack M. Crowley P.O. Box 429, Arlington, TX 760U4-042y (Address) NOTE: Date of Bond must not be prior to date of Contract (1) �2) (3) (4) (5) Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct name of Surety If contractor is Partnership all Partners should execute Bond A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. a F2 u �� POWER OF ATTORNEY KNOW ALL MEN 8Y THESE PRESENTS: Tt�at INDEPENOENC� CASUALTY AND SUREIY COMPANY, a Texas Corparation, does heteby appoinC � JACK M. CROWLEY Qits true and tawful Atiomey(s�in-Fad, with full power and authority, ta exea�te, on behaif of the Company, fidelity and surety bonds, undertakings, and other co�rOrads of suretyship of a similar nature. �This Fower of Atiomey is granted and is signed and sealed by facsimile under the authority of the following Resolution adopted by the Boarti of Directors on tbe 22nd day of November, 1994, which said Resolutian has not been amended or rescinded and of which the foltowing is a Vue copy: 'RESOLVED, that the Chauman of the Baard, the President, an ExecuWe Vice President or a Senior Vice President of the Company, and each of them, is hereby authorized to execute Powers of Attomey quatifying the attomey named in the given Pawer of Attomey to execute an behaff of the �Comparty, fidelity and surety bonds, undertakings, or other contracts of suretyship of a similar nature: and to attach thereto the seal of the Company; provided however, that the absence of the seal shall nat affeci the validity of the instrument. FURTHfiR RESOLVED, that the aignatures of such officers and the seal af the Company, and the signatures of any witnesses, the signatures and �seal of any notary, and the signatures of any officers certiiying the validity of the Power of Attomey, may be affixed by facsimile." IN WITNESS WHEREOF, INDEPENDENC� CASUALT`( AND SURETY COMPANY has caused these presents to be signed by its duly authorized officers this 15th day of November 1996 . `�J � L�l STATE OF CALtFORN1A C011NTY OF SAN OIEGO SS. 4T�ul�TY ~V�'�G b 6 .l' p .i C � � K 2, Z � � �'a'Vr � 41� INDEPENDENCE CASUALTY AND SURETY COMFANY �On November 15th, 1996 before me, personally appeared John L Hannum, Executive Vice President of INDEPENDENCE CASUALTY AND SUREiY COMPANY, personally knawn to me to be the individual and officer who executed the within instrument, and acknowledged to me that he executed the same in his afficial capacity and that by his signature on the instrument, the corporation, on behalf of which he acted, executed the insUvment � � WITNESS my hand and official seal. � . t� v-�si J°� � � � CERTIFiCATE: M�9LAYNA �i! 90iS . � COM41. �107�9C8 n NOTAAY PE,=� �GC-t K� =�!'� tn SAM G:EC.: C.::j.:E-T'� C? My� Commi;;i�n �z;,i;ss � ivQV�I�16cR 19,1�'r3 t r ` % D�-� ��/� �� 1 1� OHotary Public Y �1, E Hamed Davis, vca President of INDEPENDENCE CASUALIY AND SURETY COMPANY, do hereby ceKify that tha original POWER OF ATfORNEY, o( which the foregoing is a Uve copy, is still in futl force and effed, and that this certificate may be signed by facsimile under the authority of the above quated resolution. � IN WiTNESS WHEREOF, I have subscribed my name as Vice President, on this lOth day of August ts 99 u � ICS 37 � Independenc� Cas�alty and Surety Company HOME OFFIC�: SAN DIEGO, CALIFORNIA 4r�J�� ~yO'�G ?' ` .�' }a � Q r , � �� °, � .��i Qy� � �; INDEPENDENCE CASUALTY AND SURET`f COMPANY ��L �'� . (1jJ 7 E. Hamed Davis, Vice President � u � C CII LJ f �J � l■J � � C�� J �� !J � � J � PAYMENT BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) JACKSON CONSTRUCTION, INC. a(2) Cornoration of Texas, hereinafter call Principal, and (3) *** , a corporation organized and existing under the (aws 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 : FOUR HUNDRED NIIVETY-THREE THOUSAt�ID TWO HUNDRED SEVENTY-SIX AND 50/100............ ($493,276.50) 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 Principa] entered into a certain contract with the City of Fort Worth, the Owner, dated the lOTK day of AUGUST A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: � SANITARY SEWER MAIN 189R PARALLEL RELIEF AND MAIN 129 REPLACEMENT. PART 2 Project No. (s) PS58-070580173510 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. • ***INDEPENDENCE CASUALTY AND SURETY COMPANY F10 � L�1 � I� � L�J u � L� � �� LJ r� I THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the lOT" day of AUGUST A.D., 1999. � .�/ i, •i . . . JACKSO CONSTRUCTiON.INC. � � IPAL ) BY. � � Title: � �} (Principal) Secretary � � Witness as to Principal 5112 Sun Valley Drive Fort Worth, TX 76119 Address ST: < 4��-� _ �� (Surety) Secret �' � f�l L�J LJ (SEAL) � Witness as to Surety ' -- 202 E. Border, ington, TX 76010 5112 SUN VALLEY DRIVE FORT WORTH, TX 76119 (SEAL) (Address) INDEYEN NCE CASUALTY AND SU COMPANY S ety �`�� •� BY: (Attorney-in-fact) (5)Ja . Crowley P.O. Box 429, Arlington, TX 76004-0429 (Address) P.O. Box 429, Arlington, TX 76004-0429 (Address) NOTE: Date of Bond must not be prior to date of contract (1) �Z) (3) (4) (5) Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct name of Surety If contractor is Partnership all Partners should execute Bond A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � (Address) l�l �,l i��l �� POWER OF ATTORNEY KNOW ALL MEiJ SY THESE PRESENTS: Ttiat INDEPENDENC� CASUALTY ANO SUREIY COMPANY, a Texas Corporation, does hereby appoint JACK M. CROWLH'( �ita true and Iawfui Atiomey(s}-in-Fad, with full power and authority, to execute, on behalf of the Company, fidelity and surety bonds, undertakings, and oiher corttrads of suretyship of a similar nature. This Pawer of Atiomey is granted and is aigned and sealed by facsimile under the authority of the following Resoiution adopted by the Boani of Directors � an the 22nd day of Navember, 1994, which said Resatution has not been amended or rescinded and af which the foltowing is a Uue copy: 'RESOIVED, that the Chairman of the Board, the President, an Executive Vice President or a Senior �ce President of the Campany, and each of them, is hereby authorized to execute Powers of Attamey qual'dying the attomey named in the given Power of Attomey to execate an behatf of the �Compacry, fidelity and surety bonds, undertakings, o� other contracts of suretyship of a similar nature; and to attach thereto the seal of the Campany; provided however, that the absence of the seal shall not affed the validity of the insirument. I �J L�J � � FURTHER RESOLVED, that the signatu�es of sucli ofiicers and the seal of the Company, and the signatures of any witnesses, the signatures and seal of any notary, and the signatures of any officers certifying the valid'dy of the Power of Attomey, may be affixed by facsimiie.' IN WiTNESS WHEREOF, INDEPENDENCE CASUAL7Y AND SURET`( COMPANY has caused these presents to be signed by its duly authorized officers this 15th day af November 1996 . STATE OF CALIFORNIA COUNTY OF SAN DIEGO SS. Independence Casuafty and Surety Company NOME OFFICE SAN DIEGO, CAUFORNIA 4�V�y,tY ,�,4o JG ar 4 .Y ?a 2 � C � � � -� � � n'd�y, � 4 JJ INDEPEidDENCE CASUALTY AND SUREIY COMPANY Joh L. Hannum, Ex cutive Vice President DOn November 15th, 1996 before me, personally appeared John L Hannum, Executive Vce President of INDEPENDENCE CASUALTY AND SUREIY COMPANY, personaUy known to me to be the individual and officer who executed the within insUument, and acknowledged to me that he executed the same in his official capacity and that by his signature on the instrument, the corporation, on behalf nf which he acted, executed the 9nstrument my hand and afficial seal. � ., � �� '� �,� � U R CERTIFICATE: } M�RIAYNA Jt! BOiS . � coMt�. �zo7�sce � NOTARY P:.= iGC�i K��-, t'��'1 tn SAN G�Ee�, G.:�.:6��'{ C� My� Commission �zc:;ss � NQV�6cR 19,19�r3 � \ r ia..,�— „ . ,��'�1-0 > �_� O otary Public � 1, E. Hamed Oavis, �ca President of INDEPENDENC� CASUAL7Y AND SUREiY COMPANY, do hereby certify that the original POWER OF A7TORNEY, of which the foregoing is a true copy, is still in full force and effect, and that this certificate may be signed by facsimile under the authority of the above quoted resolution. � IN WITNESS WHEREOF, I have subscribed my name as Vice President, on this lOth day of August �s 99 � p �CS 37 �•l Gr�J�� ~YO'�G ,b 6 -i' ?6 � a r , � �� a 3,� � +''/ ?�� ; INDEPENDEiVCE CASUALTY AND SURETY COMPANY .� ��-�L� �� E. Hamed Davis, Vice President �J I�I u L�J � THE STATE OF TEXAS COUNTY OF TARRANT MAINTENANCE BOND 0 0 a KNOW ALL MEN BY THESE PRESENTS: That (1) JACKSON CONSTRUCTION, INC., as Principal, acting herein by and through (2) Larry H. Jackson its duly authorized President and (3) *'�� a corporation organized under the laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal � Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of L�J L�J � � ■1 � I�I � L�J � LI I■1 FOUR HUNDRED NINETY-THREE THOUSAND TWO HUNDRED SEVENTY-SIX AND 50/100 ............. ($493Z76.501 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 10, 1999, the performance of the following described public work and the construction of the following described public improvements: SANITARY SEWER MAIN 189R PARALLEL RELIEF AND MAIN 129 REPLACEMENT, PART 2 of same being referred to herein and in said contract as the Work and being designated as project PS58- 070580173510 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 final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (1) Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any fune within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. ***INDEPENDENCE CASUALTY AND SURETY COMPANY � � � l�l � C � e NOW THEREFORE, if said Contractor shall keep and perfo►•m its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be deemed an original, dated Au�ust 10, 1999. ATTEST: Gi"� �J�x� � (Prin pal) Secretary ��l � L�J L�J L!1 L�J (Seal) � � Wimess as to Principal 5112 Sun Valley Drive Fort Worth, TX 76119 (Address) ST: � _��_s�� L.� � (Surety) Secretary Q(SEAL) � � L�J � �� Wimess as to Surety 202 E. Border, Arlington, TX 76010 JACKSON CONSTRUCTION, INC. P CIPAL (4) BY � �-- Title: /i� 5112 SUN VALLEY DRIVE FORT WORTH. TX 76119 (Address) INDEPEND��CASUALTY AND SU Y ur �/�� BY: (Atto�y-in-fact) (5) Jac . Cro��ley P.O. Box 429, Arlington, 75D1U (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. � F6 � 0 u POWER OF ATTORNEY tWOW ALL MEN BY TfiESE PRESENTS: That INDEPENDENC� CASUAL7Y AND SUREIY COMPANY, a Texaa Corparation, doea hereby appainr JACK M. CROWLEY �its true and Iawful Atiomey(s}7n-Fad, with fuli power and authority, to exewte, on behaif of the Company, fidelity and surety bonds, undertakings, and other carttracts of suretyship of a similar nature. This Power of Attomey is granted and is signed and sea{ed by facsimile under the authority of the following Resolution adopted by the Boarti of Direciors � on the ZZnd day of November, 1994, which said Resolutian has not been amended or rescinded and of which the following is a true copy: 'RESOLVED, that the Chairtnan of the Board, the President, an Executive vice President or a Senior Vice President of the Company, and each of them, is hereby authorized to execute Powers of Attomey qual'dying the attomey named in the given Power af Attomey ta execute on behatf of the �Company, fidelity and surery bonds, undertakings, or other contrads of suretyship of a similar nature; and to attach thereto the seal of the Company; provided however, that the absence of the seal shall not affed the validity of the instrument. 1 �J l�J � � FURTHER RESOLVED, that the signatu�es of suct� ofticess and the seal of the Company, and the signatures af any witnesses, the signatures and seal of any notary, and the signatures of any afficers certifying the validity af the Power of Attomey, may be affuced by facsimile." IN WITNESS WHEREOF, INDEPENDENCE CASUALTY AND SURETY COMPANY has caused these presents ta be signed by its duly authorized offccers this 15th day of Navember 1996 . STATE OF CALIFORNIA COUNTY OF SAN DIEGO SS. 4�ulyTY �.y0 fG b 4 -i' �? Z � P � 1 n� � Z Q r�,' yr # 4 jS INOEPEiVDENCE CASUALTY AND SURETY COMPANY Joh L. Hannum, Ex cutive vice President � On November 15th, 1996 before me, personally appeared John L Hannum, Executive Vce President of INOEPENDENCE CASUALTY AND SURETY COMPANY, personally known to me ta be the individual and afficer who executed the within insUument, and acknowledged to me that he exeaited the same in hia afficial capacity and that by his signature on the instrument, the corporation, on behalf of which he acted, executed the insUvmenL . � � W17NESS my hand and official seal. � . N "� t ' �a � � , C�RTIFTCATE: M�q��YH,� �i! eo�s COM4�. �10779v8 n NOTARY FE;=� iGC-t �:�=� 1'A cA SAr� G:EC� G::=.::-T� j My Commts;�n ��:,i;ss hOV�hi6cR 19,1�'r3 � � J�.-� �'�/+ . _ �� ` Notary Public � I, E. Hamed Davis, vice President of INOEPENDENCE CASUALTY AND SURETY COMPANY, do hereby certify that the original POWER OF ATrORNEY, aiwhich the foreyoing is a Uue copy, is still in full force and effed, and that this certificate may be signed by facsimile under the authority of the above quoted resolution. � IN WITNESS WHEREOF, I have subscribed my name as Vice President, on this lOth day of August is 99 C a ,�53� L�.II Independence Casualty and Surety Company HOME OFFiC�: SAN DIEGO, CALIFORNIA 4r�'J�� ~4�'�G b � '� �R z` '' d � , > ,l a � � �, ',� .��. �. � �: INDEPENDEtVCE CASUALTY ANO SURETY COMPANY ��/ �� E. Hamed Davis, Vice President � E"'� U � N Z O U � E� � � a � � � � � � � � � ... �..� ,� � � .� �. �...� � � � � PART G - CONTRACT � TI� STATE OF TEXAS � � COUNTY OF TARRANT § � THIS CONTRACT, made and entered into Au�ust 10, 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 � JACKSON CONSTRUCTION, INC. of the City of FORT WORTH County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". J � � WIT'NESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: SANITARY SEWER MAIN 189R PARALLEL RELIEF AND MAIN 129 REPLACEMENT, PART Z � And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, sup�rintendent, 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 speciiications 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 Contractar's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of which are � made a part hereof and collectively and constitute the entire contract. � 'I � �� J � G1 � � �� I�l L�J L�J � The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in S counterparts in the year and say first above written. Citv of Fort Worth, Texas (Owner) aParty of the First part . � BY: _ v ASST. City Manager CW l■1 l�l L�J L' � � � � � �•J JACKSON CONSTRUCTION, INC. 5112 SUN VALLEY DRIVE FORT WORTH, TX 76119 Contractor By• /�'�'' Title: V � Q � APPROVED: ATTEST: P��te.n�✓ City ecretary (Seal) N.�/ fI1I►1�.Y.�.`� . � l Approved as to Form and Legality: '�' �i ► '% 1.�.y . , f � A. Douglas Rademaker, P.E. Director Department of Engineering CW ` �� ary Steinberger, Asst. City Attorney � ^' �/� /� Contrajc�t Authorization (/ r < o r I / i Date l�1 I� � l�! � � � �� J PART H � !�J � 0 � L�l 0 � PLANS (DETAILS) & FIGURES l�l 1 1 1 ' ' � � � � � � ' t � ' � � � � SEE PIER HEAD DETAIL ,^ - . . �' l I , � _ '-�AMEEg VARIABLE � z � �' I 6' MIN � 24" ' MIN. COVER - 8# BARS BAR SPIRAL � 2 1/4" PITCH _ASS A 3750# CONCRETE BELL FOOTING i I �1 6' MIN - -_ TYPICAL PIER DETAII. WHEN SOLID ROCK IS ENCOUNTERED, OMIT BELL FOOTINGS, DRfLL DOWEL HOLES 12" (MIN) INTO SOLID ROCK WITH 5- 11# DOWELS GROUTED IN PLACE WITH EMBECO GROUTING COMPOUND OR APPROVED EQUAL ITEM 404 - STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH PIER DETAI�LS E2-9 CO SRTRUCTION � ' � ' #4 REBAR SPACED UNIFORMLY / 24' � - C �' 1'-0 = - �� -- � � . O. � �5� ol 4'-3' %/ . 6' • , • � � �- #4 REBAR� 5 . � �� .:.a . � 4' 4' I 1+' • �-#6 REBAR l_' ' — � R--- '' � . � �-#8 REBAR 0� RA ESE� f �3/4" CHAMFER 4' ��"ERLAP �� (�) �' �� - DRILLED PIER #8 REBAR � � � L� � 0 0 � � � #6 REBAR 1"f°" �� .-�� - � � 3/4" CHAMFER �� _ �-_o• , � NOTB: ALL EXPOSED PIPE JOINTS FROM S'TA. 119+54 TO S`TA. ll9+79 S�iALL BB �iAYdICAL JOINT CONNECTfONS PIER HEAD DETAIL ITEM 404 - STD. SPECIFICAl10NS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH E1-9 MATERIAL E2-9 CONSTRUCTION u [� 0 C� C7 C� C� C� � C� C� � C] C� C] C] i� C7 �7 E� TEMPORARY CONST. EASEMENT PARCEL T.C.E: 1 80' X 155' —� HAMBY, THORNTON K. SURVEY A-815, TRAC7 2A .¢,OA9 o� ' �Q.� ��oa � � .s , I� ,� P.O.C. T.C.E. �`� � � Od N� NAUS LTD. � .�' . o�� o� _ ��. TR 2A4 _ 10' PECAN � N33'15'13`E � x t� �� _ . _ � ^ , , _ . , V. 12176 P. 2121 �O � 14' PECAN � 155.�Q' � � . � D.R.T.C.T. � _ ' ' � 14� PECAN � = o � 12' PECAN �I O 14 PECAN �,�� ' 2' PECAN � I r�i �_ o �r� 8• pE�pp� �, - EXlSTING 15' PUBL4C UTILITY EASEMENT �_� �4' PECAN 1� • p�p,B� VOL. 2951, PG. 393 D.R.T.C.T. ..._....._�?�,�_.._��._,�� fl• ECAN T,Cg-1 N33'15'13'E IA-238 EXIST. 24' S.S_ � � ! _ � � � � ^ —19.35' �_238 IXIST. 24' S.S+ � � � • ;( V°" � - .r PROP. „___.,,_. „_.__.._...,,..._,,.-3p•,�,g, ,_. .,..._„`69'4�'19'i„_„___.,,._..,,_„_.,, ' � BLOCK 1 W TR 1A4 • � �' o 10' PECAN ` � I � _ 20' OAK ROP P1ER ��: NOTE� CONTRACTOR TO 10' PECAN dCATION L ` — ^ — — — — � � j PROTECT EXISTING TREES , S33'15�13" W � ,_.�� , � �-•-.�` 155.00 • \ � o g `� � • � � ; a, ` �a � 'NilN � \ :� U E � � 11 E O C � / :U 1 #� L d a i � d U a . U � .� T a HAMBY, THORNTON K. SUftVEY A-815, TRACT 2A CITY OF FOR7 WORTH ABSTRACT A 799 BLOCK B SOUTHPORT ADDITION SECOND FILING EXHIBIT "A" PARCEL T.GE. - 1 TEMPORARY CONSTRUCTION EASEMBNT SCALE 1" = 30' �t17J$ O6 t']a7►1'l/t.11'1 � a-"af �G lU fl D E � SOUTH JSNNIl�IGS AVBNUS PORT WORTH, TEXAS 76104 ss � s�,. : (81'n 335-2879 OFFICE cat+eu.nb B«�aa (81'n 335-1729 FAX "�'] C� O C� [� C� C� C� �7 L�1 C� C� C! �— u u t_._.� u C� � � •cc »oTc Q �ar " _ ix1LT CU�1 [xlsT N.Y.AC IIM�.C. A['l�C[Y[NT �lXI�T NMAC (— [i�ST CUR� � tYTTL11 fU11/AC( ( ! � YIN � �u�/�C[ \ � �uTT[M i MW 4R-� • !�M CUT + � , : •� �. . ♦ • •• , �� _ •• .�� , ' • � � • �� •• � . � � ' �: •� b li� . '. ' , ' ' �� . � ' • �� MINE COAT ' NQTE1' 2 •2T CONCIICTE � � t.27 CONCR[T[ �IAl1 K MQT11t.L[0 A Y1K 0/ • � Atl TAEMCr+ YCMt�I� S►NLL Yt[T (MIIT ��! KLOM �OMOY OI [1fq�. N.M.AC. MvI/1[NY, ', 11(p��(M[MT! /011 �RADAf10M AMO COY►ACTiOM A{ �►[Cl/1�0 tM IT(Y ' �OZ 0/ TNC �T�MGY10 !I[Cl/IGA• . � ALL �AqT. Af1'NALT MIALL �[ �1CrtJ►C[D TO TN[ T1011� /01� COM/TllllCTqM, IU�L IC � w011R� OI�T , C�Tr 0/ �OAT 111plIYN SN� f 2rOP Fw1�C��^^�'�M SV7�� "'��S[� T[1lAf OR lAC1lfILL AS SPEC1i1f0 IH 3CC�10N5 [ � 2 ANO EZ• 2 01 TN[ ' l�LGI�GAT�OM! �0� MAt[� O�IMT • • M[Mi �IIO�[GL�� fORT l04TN KAT(M (D �[OpIN� 01 ►I�L TO MATCM Aa�AC[NT •[CTIOM • O(►�.CiTr O/ /O�T w011TN, T[xA� OII N[d/ICATiOM I�f� MNICIRYLII I• Y011[ ' . �TllMKNT. + • . ``� ►ApIpKD /�CWT� M1tT�lATrOM O ON YA.i011MQ1�GT1�l1K lRQRCT [II�IM[HI011 D[MM[IIM{JfT . . .. .. [MAlali[ T1R /UlL'MlfM 01 [I�KNN KIIA+G MYfI�M A• • _., ►„[ ' TO TNC�Oiµ0010fT� � A�.lTY TO M'1Tit�TA1� C0INTRUCTIOM ' • ,, , t.oAOw�. 1I Arl110�111AT[�T1t �I�t.1. �N1oTN 0� �t11�M0[ M1AL� . • � . . , .. • , . . .. � pTCM w��l K !1[YOVtD w KtIAlxO MITN ArMO�MAT� TR[AYf�NT TO ' ' ' ' • • • ' LIINTIN• �A�L 011 tt1�MA�[ rAT[MAL. FIM ':•322! 1• � . , � TYPICAL ��CTtON-TREIVCH REP�41R • TYPICAL H. M. A. C."SURFACE WlTH SOlL BASE * NpT M1c Af�u►ITIC CONCR[T[ C/T1' Of fORT MbKTN qf�.0.y�.,2 . rpan,�r��prn: i: H/r � Ni , w•, R�.s DEP7. Rcv-n-�-r. fA►I/A�EI'RAMI D/!'�lJON Rcv-i:.�a-�o •' • — � . . Fi�. � �� % � —�.� �� XCA�/ATI❑N, BACK�ILL AND PA�/EMENT REPAIR UNDER EXISTING STREETS � MIN. 2' H�T ❑R C�LD MIX ASPHALT-� -TEMP�RARY PAVING REPAIR SHOW.N - FOR PERMANENT PAVING REPAIR -DETAILS _ IST, STREET PAVEMENT SEE FIGURES 1-S ❑R AS SPECIFIED IN � � THE PLANS ❑R SPECIFICATI�NS, . I V V V V V V V V V V V V V VM \1 V V V V V V V V !/�j/ � � � 0 Q � � � � y�w0 0 � 0 �� y � �.� Q � 0 � � 0� � . . � � 0, 0 �. � Q � � Q 0 0 �i.��0 0 0�� Q � � ��wOw�r�� / � / / //• ��T //•/ � �� MIN. 6' C 1•tPAC ��l � � �� FLEX-BASE MATERIAL�� :� �•• ; d . • � •� • • • /�/��.�i'�/ ��_•�i� ��./ / .� / �/ / �// � . d . . � ' • . •• ' • . . ' s .: . _ . .. ''• : ;.• '•�_ ; ' BOTTOM QF TEMP�RARY OR � ; . . •• � PERMANENT PAVEMENT REPAIR • . � EXIST, � BASE {�� !�I � I�II � SAND MATERIAL� EMBEDMENT SEE SPEC. E1-2 ::;� :; .. .• . .;`..�. � • �� •� . . � . . . • ':.- .. � •. . ' � ;:,'�. ' ..."-�..= • - .. . .>: . .. • . , : ,'; 1Q� ' .. .. . Q . '.. _ ' - { � • i v:�•• t • • . • . I 0 � INCLUDED IN LINEAR F��T BID PRICE ❑F PIPE � � 0 F�IGURE A CWATER SIZES UP T� & INCLUDING 12"> NTS OOOO�� ' '' - .• • � , . • • • � � � . • • ••� . d� , . • ' ,..• � ' :a' . .: . �'�' •. TYPE C BACKFILL SEE SPEC. E1-2 1'-b` MAXIMUM MINIMUM 6' SAND EMBEDMENT COVER INIMUM b' EMBEDMENT REv= MaRCH 25, i999 6 Q � LiJ _� Q �XCA�/ATI�N, __ . Q�Q�' -� � � SEE SPEC, E1-3 _�°=• ;..::.:•. MINIMUM b' EMBEDMENT �{':�-:'� • - _ ±'� '•}�'f ' " - ..5�::� . - _ � r' .' ; +} : �.i•. :•ti��''_.� . �. ��a o i�i�l •i��e�a'i� � - � � REPAIR UNDER EXISTING STREETS � MIN. 2' H�T ❑R Ct1LD MIX ASPHALT-- �—jEMPQRARY PAVING REPAIR SH�WN - �IST. STREET PAVEMENT FQR PERMANENT PAVING REPAIR DETAILS �I u !] L�J I', � SEE FIGURES 1-5 QR AS SPECIFIED IN THE PLANS �R SPECIFICATI�NS. �///// V V 1J V U V V V V V V V ` V V V V V V // o��o�o�o�o�000�o�o� ��o�o�o�loo ��o�o�o��o�o�� . _ /�rfi�i.,� co�dcrED ��%�jj�/.�j%/.�j�;!��%�j�///� • ;" ' �FLEX-BASE MAT�RIAL�i�� /�� / , : .• ' : a • � `, 4 � ' '//./.•'i'//.�,•"//�• i'/�!( � /�/ /��/ ;•.' ' :•' • •.. . . . : . _ 4. . � . � • .' :. • '• �.' : � • • BOTTGM OF TEMPQRARY �R ' • � � . .• � - ' =° � :' , . • . •• � PERMRNENT PAVEMEN7 REPAIR '• . '' � .. � _ �� : ' • EXIST, BASE — • •• � � � . • ' � �TYPE C BACKFIL.L � SAND MATERIAL —'� : � ;� _ `` • . �'.'��' '. SEE SPEG E1-2 EMBEDMENT . ' — — 1'-6' MAXIMUM - SEE SPEC. E1-2 � � ��' � '4 � •.:,• . . � I) SEWER — MINIMUM 12' • , .• ' • � SAND EMBEDMENT C�VER _ 2> WATER — MINIMUM 6' — . . '��... .. • SAND EMBEDMENT COVER �• .' � CRUSHED STONE � � L�I � INCLUDED I�1 LINEAR FOOT BID PRICE ❑F PIPE �J � � 1� BACK�IL.� AND PAVEMENT F�IGURE B CSEWER; ALL SIZES) CWATER SIZES 16" & LARGER) NTS REV: MARCH 25, 1999 � � �!' LJ �� '� �°� � F . o`y �s'o � ,: . p, �, �e� �°�s : 6.'� ; :: �c��a as as �,� . .o:�'.=e.�°�s, ..,; o _� s.e f i�o .r .• � .�Q. 1.` � r 1 . ( NOTE: Bearing Areas shown are based on 15Q P.S.1.G test pressure and 3000 P.S.F. soil bearing value. -9� �� i � �� ,s. Q Plug � Tee :;:..\' �� `.' � `.�r f; ' % � �' � 1500- Concrete 'o.:;=�,.:} .,., ,� M .�' .^•, ��.'. '�r ,J, - J I.?• ..o. ,�J „ �.. '�, ~'•�•►'w ,-P::• .' � • -` �•.• �:.•' >c iiXii ;�' �� ° .'=•'i, _ � � .•i. D�r � � •O ��0 '1 � _ "E" _ 1500=` Concrete � I 1 � � �_ . D� � Pipe . Size � Q � � 0 � a � � 4" 6" g�� 10�� 12" t6" 20" 24" 30�� 36�� , 42" �� i�►��,,� NOTES; � -; -,$ � �7 HQRIZONTAL BLOCKING TABLE -'�Dimension "X" May Vary If Necessary To Provide Bearina Against Undisturbed Trench Wall X--� Dim. F[. 1 . 1•5 1•5 1•5 1•5 2 2 2•5 2.� 3 �+.o 11° - 15' 22° - 30' �+5° 9�' iee � Plug _, -t nin. ri.+x, �;,ir�. Max. Min. Max. Min. N�ax. htin. Max ��A�� Are� V(�� ,��R�� ='..'Ec �/O� � ��C�� Area VO� . �� Area �/O� . �� irea �/O� .9� .8C .05. •95 •90: .05 .95 .�0 .05 .91 .82 .05 1.16 .5 .0�� .90 .�8C .oS: .95 .9� .o> 1.05 1.10 .OS 1 3 1.99 .05 1.19 1.41 .0; .9� .8C .�5 •95 .9� .05 1.41 2.0� .05 1.�6 3.47 .t 1.57 2.4d .1 � .90 .8 .0,5;, 1.26 �.6� .05 1.79 3.z0 .t 2.18 5.62� .2 1.99 3.9�I .t>� ; 1.lo � 1.2� .05 1.48 2.3� .1 2.14 4.50� .2 2.�3 $.0�, •3 � 2.38, �.65I .2 �. 1.41 � 2.0� . 1 � 2.00 4.00 . 1 2.83 8.0� .4 3.75 K;. 10 .65� 3. 15 b.001 .5 ( 1.77 � 3.10 .2 2.54 �.20 .3 3.52 12.4� .6 4.70 �.00l 1.15� 3•941�•55(` •?�) 2. 14 4. 5� . 25 �. 0� �. �� . 5 4. 25 18.10 .95 5• E5 �. 0� 1.85 4. 76 Z2 . bJl 1. 0> � 2.66 � 7. lo .55 3.78 �':.2� 1.0 5.30 28.20 1.75 7.05 "+_3�� 3.4�' S.91 �3;.3 2. l 1: �.3� t,�.n� .�s� �;.sn 2�1� 1.4 6.36 4a8o 2.65 8.50 72.0� 5. 1 7.20;� .0 2.9; �� .72 13.801.2 � S.2S ?.%.5� 2.2 7.41 �5�0 4.1 9.9� a7.SJ 7.9 8.30 E9•O�t"4.75� 4. �8 1R„ �� 1.6 � fi. fl� 3c.� 2. 9 8.48 77�� 5. 4 1 1. 14 125.50 l�. � 9. 50 90.0 615 (! �1.00_�'Z�.5U.00) b.j0 4�00 7.00_ 9.40 88.00j0.00 13.00i162pCib.�� 10.7C115U�12.00� Mininum areas shown are in square feet. Volur�s shown a;e in cubic yards. � Vertical dimensions or all block bearing areas shall be (��Lical to the horizontal dimension shaNn. HORIZONi'AL BLOCKING �ETAiL �lGURE 9 Bend / 1 E-1- 20 Material E-2-20 Constructicn �C � �% pxi sL ing surface O � ❑o �• a � � T-1-78 ..i� .- �6ac k f i 1 1 a s s pe c i f i� r �r �% �I . . . . . • , . �(e��r-=��l�rrr�ic3rr�. � , i i � li�ll � • � � � . ' ' • , i ;� . • � , � � . i , , ` � � � . . � . . • � � , 1! � � � � , � � t . . � � • � '• . '', � • ' _� � � � � � ' , �� - ' � �r�` � � .�D r . :..:�: . .. �:., �:.; ;.y�"'- .. . ��,r�: . -s �:. O jf =,:�••` -:�-'��'.• . .,i�: �j� � `'• •i.`z��•.•.'; . • _ :` ,�II � ,. ,:��,�r::• • . _. '; �::�'Q ::� � ••�• , �~•.'S /• � •• :`1. i� � .. � . � 1� . �•,�t�:,...• :'1 •..�.; .1�)•, ,��V .c'\� .•I •��.• � � ci�P��: Q` � ... . - • � -i-`:; i. c� ' ' ' �..'TI . �' , . ;•' �1 � . ..'• � • :5'>:`�4:'•� :; ; ��' � '�; " � ';,�:p•.'``;..: a , '`:..� , ` y � .; . � .��,�_, � ,.� . •, �a�::�• :�•., .�;.;'r. • ` � ' :�; , • �:+ . , :.•;•'I� O � ' ,'.%��; . � . � � , � .,: 0:.; i t �G� . , � � . , , zi.. � 1 : � . � ,� � , ,. • ��" . - • ;Da:;; ` � �1-- �,1� . , . _ ( _ .'� ^ � - . _: . . • `'• � i � ; f �;r� cc1� , ---r!(� -�"�';l�rl=1( ( � l�; / � ;r, c= =:1 ��-�-� -- _ �' � �O � . 6" n�in, dimension. 6" �+ax. for pay purposes �en bid per cubic yard. 2O 6" min. dimension. Max. for pay purposes sha11 be 6" on main 24" and smaller, 9" on nains 30" and larger, when bid per cubic yard. O3 4'' min. dimension. 4" max. for pay purposes when bid per cubic yard. 4O Class "E" 1500;= concrete. Concrete encasement shall stop 1' either side of joint, and when �ncasing concrsts prsssure pipe� full l�ngths of � pipe shall bc •ncased, joints exclud�d. � CONCRETE ENCASE�UlENT DETAlL � F I G U R E G � E 2-] �onstruction . ._. , I �4� r�, 1 � v a�!p f i t+i r ` 1�...•4r�. ...+� , ,.. �., �� 1 itY t lV},r�w ��.��:: � 4� �� L �. 1�•, ., �!',�4 1� � � It ] �'S� � . �� ._� �.}; . . � � a) � i'�'l �� a"�t:1 t � °.. .� t � �9 "Sr}1��fi 1.�� , ��' �° '''� �� t � Y �� P��S�C��N�►N�E � { � -1 f��4µ��,�� ,�: . r rr y� �• i � � . # � . � h�.`.� . .. .. . • � ; , ..�. ,, .. . . . � �1�� ' ��i�a��c�r��vo��oo�00000.00�� ;,, ��, �.;,., '� � . oo:o�obo•ou;�;: . �� . , : � �$000;000.00 ' ��:=:�ft`�� k�� , . � � ,:.; � •: , ,,. , � a ., s . Queettons on-th�is project, cal� $?i•5306 �Veekdays�?:30 a� � : �� .A�ter-hours water and sewei� emexge�ic�es,��ca11 �8�' , '+ .„� ` � � • • , - , , , � ., '� +' - 1 . f , .4 � ' - . � . , � .. _ . . . ., .,. . . . _ y . . � � . . . � • \/�IMY� r' ..i'kr�`+ � �...� �J 1' .1 t If � jy` �i ;in . .�s r . � a L.J a � � � D � �. a � D � � � L! �_ � 1-1-]8 �///� \;��1v� /i r(1i 1,\Yi r �\1\1Y"i (�{ � Natu�c� �'��nd �\�\\'�/i//l \\ �'� </i,':'C. .', � i��:i1;. �� : .� l� uE � ��Dimensipr.''x" =! �'' � Sewe t F i oe - 12 " �: \ . �i �j _; `, 3 �; �: r_ � � C . �� \ • vl ri L � � �; . • .. � �' ,• C�'re-;.,�1 a'r: rr�-ed~�en�t . � r. ♦ ' . .• .. . : .1. : � .: - . � ' ,. . ' � % Mininu,.� Dea�f-� •,'. . . . • .*,'... . . � - '.�e After Corpact ion � � - '. � . _ I.� • .' ' , � � � . .. �' . . : y�.� ' � � '._ . -� � �. - � . . . .' i : •', '. .. ; ' � � " • �.6u Min. � - . � � , � .' .�• '. � � � �� . . '. (TYP.) � . '.��. � . � � j � � - .` � • � •'�/� � �\ � � . � '; Crushed Limestone to . - � ' •. �• �' � • � � �Extend from 6" Below . �. . `'�: . �• . / `e � • �� Pipe to Springline . . .=.!' • `2c.`ar`e� .•• i .� . .,� (Excavate for Bel 1 s) 0�` 2me . , _ , _ s . . '""�..b'r Crushe� L rimestone � , , . i,wr��i!�:��\Yi/,�\1\Ji �!� \\�y �� :�\\�;'� TYPICAL S�CiIQN � Cost of Granular `�'��c Embedr,�er� and Crushe� Limesto^e Bedding Includec in Price Eid Per Foot of Sewer Pipe STANDARD EM6EDMENT F�GURE l09 4 i11 E1-2 Material E2-2 Cons:ruct�on � � � � � � � � �� L � Q L N � y � � � .0 - �9 r •L Q F � > i l... `' �'�Y//,A�\\ �Y/,c��yY/,c(�lY///,c��\W//��V"////,cC`\\�Y/�l',cC\\11Yi/,f�\\\1�7'/l.cn\�Y///�\\Y'//�\\V'//,c�\\Y'//.t�\\Y//,F C; + � Variable Diameter Bore To Be Large Enough To Pernit � Design Type Pipe 7o Be Pulled Or Jacked Throuch, � �1 � � r� E -- ti L .� f: p � � CJ v — = � Q rJ •L � � �i � �/!/A��w vii�(��u�//.A��v'!/n��Y/i.(rw�i,��,yil�n��wr�i,��v'ii/.��vii,��V'/��'/.�\�Yi//��Vii,��Y'/i��Yi/i,n�W/� I TYPICAL BORED SECTION . Loneitudinal View Pressure Grout jir��vi�t��ya,��viii.c��yirin� /i.��v'ii�c��r �'//,ct��v��\r i �\�\Y///�v�v�/i,a��r�/n��v��<�� . r� •� !� � ull�\\�rI��,A��v�� /��V'�in\�r��a�\V'//�\�rI/�,(��Y//U�{ 7�!(��Y�r�I.n��V'�//l�\\V'I/!/��\�//�\\�V'/�//n••q�� , • � R.R. or obstacle or similar nature re�uirir;� TYPICAL BORE WfTH PIPE INSTALLED bored installatio� o= Longi tudi nal Vi e�•: sewer. � - - . . . . �. �,.,',i-1.'�_ .��: --�.�;�,��; �. • :':1.�•..._: �,_ �= _ "r � � _=="- - =..=-- _ _�_ =_ `�_ .� _ � _-- � =- y- - - Perimeter of Bore �� NOTE: 1 2 Ca� rier Fipe ' Pressure Grout Aro�-� Pipe. G-o�__ shall be propori:ore� as 1 C::. ��. � of cement, 3.5 Cu. F;. of c1ea� f i ne sand wi th suf �� c i ent o-ra:cr ' added to pro�� de a* ree r lo�::` �c \ thick 5lurry TYP( CAL END VI EW Co:��pres s i or type joi nts to be �sed i f poss i bl e. If cor„press�on type joirt is not available, MJ type.shall be used a;d �oints Dolted b=-ore BORED CROSS�NG DETAILS P�� pip_ irr,e pl�ce F�G�RE � �0 Material E 1-15 Construction E 2-15 � CUT TO F1T CUT 1 ° TO 2" STYROFOAM TO FIT CONCENTRIC TO PIPE. 1 " TO 2" RUBBER SEAL NOTE: 1" TO 2" STYROFOAM CUT TO FIT CONCENTRiC TO PIPE TO KEEP DIRT OUT. - i STAINLESS STEEL BAND � � � �� RUBBER SEAL REPLACEMENT PRECAST MANHOLE WALL � r- 1 " TO 2" �� A-LOK DETAIL A-LOK AFTER INSTALLATiON NO SCAL� � 2� ►-------� �------� f------ COMPACTED BENTONITE CLAY ` - - � OR 2:27 CONCRETE �-------�� -------_i�3 - �------- ►--------� I-------- SEWER MAIN {---------� �- r--------� �---------' � , .� . � - w, r,a ;�'^'.:.,;; ""i?:}:'.ct�'�'�`.r.''i:'�— _ _ — — — — — "' — �;�� }�:.�.�:.�ie''.''`; ^:'�• , wwi.. , .. : , _ . . . CLAY DAM PROFILE � EXISTING GROUND �w OQ � m -� mZo o w a. �wo > o a¢. o �� 0 MINIMUM TRENCH , WIDTH - PIPE DIA. + 1 CLAY DAM SECTI�N COMPACTED BENTONITE CLAY OR 2:27 CONCRETE UNDISTURBED SOiL CLAY DAM CONSTRUCTION � I'� � l�� l_�ll PAVED 4.0' (MIN.) UNPAVED � 8-�4 REBARS TYP. USE � � 3000# CLASS A CONC.—�- / / _ R I I� - U � \ -� \ 3' � 'f1P. )' (MIN.) CONCRETE COLLAR — HEIGHT VARIES . � ...�..........�" ..� PVMT. PVMT. ` � s . ., • ..a .. .�. : �• � ,� .. : � 2: 2'� : . %%�/� _. ', ... • '• �d CASE 1 CASE 2'•�' �% y TROWELABLE� � BITUMASTIC SEALER SECTION A-A CASE 1 COLLAR SHALL EXTEND TO TOP OF 2:27 CONCRETE (REBAR REQ.) a • ,� . : .; ' s. 1. �+ • 1 I A 3/4" CHAMFER TYP. r 6" MIN '� � � GROUND ! � � GRADE RINGS CASE 2 COLLAR SHALL EXTEND 3" BELOW BOTTOM OF LOWEST GRADE RING (REBAR REQ.) r HEIGHT VARIES REINFORCING STEEL � 12" CENTERS VERTICALLY CONCRETE MANHOLE COLLAR DETAILS CIItCULAR OR RECTANGULAR NO SCALB II II II II B � I i � � , , �� u i� �� DIRECTION � FLOW . � v v v' fRAl�IE SEAL REFER TO TYPE A 11ND 8 REPAIR UEiAiL TROWEt.48LE BINA�ASTIC OR HLM 5000 SHALL BE APPLIED 6' BQOW & 6' ABOVE ALL PRECAST JOINTS. TYPICAL ON ALL MANHOLE REPIACEAIENT DETAILS. J PRECAST JOINT� �- A-LOK (SEE DETAIL TYPICAL FOR ALL D AlLS PRECAST OR CAST-IN-PLACE BENCtI UNDISTURBED � EARTH I�'' � �� e O .> �.. , ... , FORMm SURFACE - A-LOK (SEE DETNI) TYPICAL FOR ALL DETAILS � DROP ELEVATION TO BE DETERMINm BY CONTRAC70R - CONC. TO 6' ABOVE TOP OF PIPE 1 I � ►; -I I ,--, J� UPSTREAAI TO THE 1ST BELL 2'-0' AIINIMUAI (TYP.) -:�.'�' � .�i- - 5"�; �I . . _ u •� � i �• �� •� . I I I- . � . .� � �= •;.:•:.{ ]:• . � �� .. . 1 �:��.-� . I . r.. :;. , .�.. . , . jI u Y . . • .T ' ...t• IV 1 � ,.• •.. .• • .. J • . . i •. . . . . � I. .. . , . . .. • • � . : '. �� ............................ � ..... .. �......�� r�r ..`.......�. .. ......... .... � SECTION &B TYPICAL REPLACEMENT DROP MANHOLE xo scus � � � z � 0 , � � PWR CONCRETE TO EXCAVATION 11NES A-LOK (SEE DETAIL) TYPICAL ON ALL IAANHOLE REPLACEAIENT DETAILS � � h\\\\\\\\\\\\\\\\\\\\\`1 �- � � � � - - � . � � � ��n�� OLE INSERT ' u MANHOLE INSERT, AS MANUFACTURED BY SOUTHWESTERN PACKING, OR APPROVED EQUAL. WATERTIGHT MANHOLE I�TSERT DETAIL NO SCALE J 4J � � � � i i � � � D � � D l..f � a � A—LOK (SEE DETA1l) TYPICAL C � FLOW ADJUSTI�IENT RING (AS REWIRm) 3' AIINIAIUM TO 12' AIAXIMUM C A—LOK (SEE DETAiI) TYPIC/1L FOR ALL DETAILS. FRAAIE SEAL RffER TO TYPE A AND B REPAIR DEiAIL W �rnowQae� e��uunsnc oR m HLA1 5000 SNALL BE APPLIm 6' BEIOW dc 6' ABOVE ALL � I PRECAST JOIN7S. TYPICAL �� ON ALL AIANHOLE � REPLACEaAENT DETIULS. � � I � � w PRECAST JOINT k,' a W d �Z O U � � � 4�-0� THRU 21� OIA PIPE � 5'-0' A80YE 21' PIPE DIAMETER w ,��'' l � � OIRECTION I 1 I I I�� I I I I I I DIRECiION pF —� I OF � �tow . I I I �ow . .• •� � 'I'�f•�• .. . : . . . -- . • - • ••- • " �' . .•. ,�. - �: • ,. • ��' • •:- .. • . I .. , . . . . "l . . ,r. �.: � � �:•:•:•::..:�::::•:•:� •:•:::•::� •::•:•:• � :::::::...�..:•::= � ........ ............ . .... .......... . � —3/4 PIPE DIA. (TYP.) �/ A—LOK (SEE DETAIL) TYPICAL ON ALL AIANHOLE REPUCEAIENT DETAILS SECTION C-C • TYPICAL REPLACEMENT JUNCTION MANHOLB xo sca►is APPLY UNIFORM BITUMINOUS SEALER TO ALL SURFACES PRIOR TO PAVING. SAW CUT TO NEAT LINE AND BREAKOUT PAVEMENT TOWARD CASTING CONTRAC110N JOINT / OUTSIDE = DIAMETER OF MANHOLE \ FRAME � �4� IIN. �CH :CTION ALTERNATIVE 1 PAVEMENT CUT DETAIL - PLAN VIEW NO SCALE APPLY UNIFORM BITUMINOUS SEALER TO ALL SURFACES PRIOR TO PAVING. �- SAW CUT TO NEAT LINE AND BREAKOUT PAVEMENT TOWARD CASTiNG OUTSIDE DIAMETER OF MANHOLE FRAME 24" MIN. EACH DIREC110N PAVEMENT CUT DETAIL - PLAN vIEW NO SCALE PRECAST OR CAST—IN—PLACE (CONiRACTOR RESPON518LE TO VERIFY OROP AND PIPE LOCAiIONS k ELEVAiIONS) f Ia� � �ow INSTALL HEAVY DUTY �IANNOLE RING AND —� COVER AS IAANUFAC7URED BY A�qCINLEY IRON WORKS, TYPE N0. A24AA1, OR APPROVED EWAL FOR INSTALLA110N, SEE TYPE A, B, C, AND D REPAIR OETAILS. SAND AIATERtAL • . ROq( BACKFlLL ALL .�+5;..�.�.. v ARWND COAIPACiID. TYPICAL ON ALL IAANHIXE REPLACE�IENT DETAILS ..::. J � •�.•�•'.'�•'.'�•'. �'.=''� PRECAST JOINT� �"�':•'�•:•�':•��•:- 8� � — BENqi - \4-0' THRU 21' DIA PIPE 5'-0' ABOVE 21' PIPE DIAAIETER - �•�' - PIPE .. �, —�:-f- � • ::•r.: I • :' .�. � ;r;�'=: : . :►:' . . .�E�•: • .. '•�'.�:•'.�,:'.':'•�•.�: ..,„ � � ::.:1 � ��:.:.:::�.::��:�:��:�: . . . . . . . . . . . . _ . . . . . ��:�� —3/4 PIPE DIA 1YPICAL vvtx i A—LOK (SEE DETAIL) TYPICAL FOR ALL DETAILS � I� � � � �� Z X 3 � � M�fNv 0 I w �� WN � _� N � �� i� — 4' TO 16' OEPiH 5' 80.0W 16' A—LOK (SEE DETAII) TYPICAL ON ALL �IANHOLE REPLACEAIENT DETAiLS SECITON D-D TYPICAL REPLACEMENT PRECAST MANHOLE xo xa�s TETHERLOK . • � r • a. a. / � � �. ��i�� i`� ei� � ei��i��?� - � �i��e �i ¢i ��ei 0 r• a i�f��i� � •� . i��? i� e • SPECIFICATIONS L Scope Under this item, the contractor shail supply and instail to ma�ufacturer s recommenda— tions a'Rainstopper' manhde insert as shown on contract and specified hereafter. 2. Materials and Design CrCIICi81 21 Tha Rainstopper insat and components shall be manufactured of materids rais— tant to corrosion fran atmospherea eontaining hydrogen sulfide and dilute sulfurie acid TI1C InBCiL 22 The insert body shall be manufactured of 304 Stainless Sted with a thickness of not less than 18 gauge. The inscrt ahall have a straight side design to dlow a loose fit into ring far easy ranoval. The insert manufocturx must fumish a�Load Test Verification showing a load test fa�— ure in excess of 3000 Ibs. Th0 CiaBlceL 23 The gasket shdl be made of dose eell neoprene, and shail have a pressure sensitive adhesive on one side. The gasket shail be installed by the manu— facturer and must be compatble with tha insert materid to form o long lasting bond in wet or dry con�tions Relief Valve 24 The gas rdief valve shall be designed to rdeasa at a pressuro of .5 to 1.5 psi and have water leak down rote na greater than 5 gallons per 24 hours. The, valve shall be installed in the insert by means of a hde tapped in the insert by the manufacturx. The wl�ne ahall be made of NiWe for pre�ention of corrosian from contaet with hydrogc� sulfide, dAute sulfuric acid and othx gases associated with waste—watx cdlxtian systans. � I The Handlo GRWND LEVEL 25 The �sh shdl have a handle of 3/16' plastk cooted stainless sted cable installed on the body of the dish. The handle shall be attached with a f6 high grade stainless sted rivek The cable shall be braided in a manner which resista atting with crm— man bdt atters. The cable tamind and eye end shoil be mode of stoinlesa sted. ZilO iC�Ci 2.6 Each dish shall have a factor}r instailed _ five foot long 3/16� stainless sted cable retoining tether attached to the bottan of the d�sh using a high grade atainiess sted rivet The cable shdl be broided in a man— ner whid� resist9 wtting with common bdt wtters. The cabie taminals md eye ends shdl be made of stainless sted. 3. Installation The manhde frame rim shdl be free of all dirt and debris prior to the instailation of the �Rainstopper' insert. The �Rain— stopper insert should be fully seated arand the manhde frame rim to insure against water seepage between the insert and manhde frame rim. Tethx to be attached to ring with anchor. Required Order I}imensions: A 00 10 — Inside Frame Diameter (qear Opening) 00 — Outside Frame Diametx (Sed Diameter) A — Drap Ring Oiameter B— Drop Ring Depth (From Undaside Cover) i = 10 I Note: Some lids have no drop ring and are essentially flat underneath. � � I B � 5 APIC�iOR TETHER TO RING � � .�� ' � � a � � 0 a a�- � 0 NATIONWIDE PERMITS The following is a Gst of the nationwide permits that became effective on February 11, 1997: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. Aids to Navigation S[ruchues in Artificial Canals Maintenance Fish and Wildlife Harvesting, Enhancement, and Atuaction Devices and Acdvities Scientific Measurement Devices Survey Activities • Outfall Structures Oil and Gas Structures S[ructures in Fleeting and Anchorage Areas Mooring Buoys Temporary Recreational Structures Utility Line Discharges Bank Stabilization Road Ctossings U.S. Coast Guard Approved Bridges Return Water from Upland Contained Disposal Areas Hydropower Projects Minor Discharges Minor Dredging Oil Spill Cleanup Surface Coal Mining Activities Removal of Vessels Approved Categorical Exclusions S[ate Administered Section 404 Programs Structural Discharges Headwaters and Isolated Waters Discharges Wetland and Riparian Restoration and Creation Activities Modifications of Existing Marinas Single-Family Housing Moist Soil Management for Wildlife Maintenance of Existing Flood Concrol Projects Completed Enforcement Acdons Temporary Construction, Access and Dewatering Cranberry Production Acdviaes Maintenance Dredging of Existing Basins Boat Ramps Emergency Watershed Protection and Rehabilitation Cleanup of Hazardous and Toxic Waste Reserved Farm Buildings ��L�C�L�' .Z"o �iis P2c�/ec r �� C��Srrz�rc: r�ry �'�T� NiT/�'.S /Y��STC�u��L r,r1/ � N'•9��'r��a� �� , r� �.�► s, f�.�f� i;��, � ��l ' I� � L�J � I� '� � � � � L�J � I�l �� NATIONWIDE PERNIIT 3 Maintenance Effective Date: February 11, 1997 The repair, rehabilitation, or replacement of any previously authorized, currently serviceable, structure or fill, or of any currently serviceabte structure or fill authorized by 33 CFR 330.3, provided that the structure or fill is not to be put to uses differing from those uses specified or contemplated for it in the original pernut or the most recendy authodzed modification. Minor deviations in the suucture's configuraaon or filled area including those due to changes in materials, construction techniques, or current construccion codes or safety standards wiuch are necessary to make repair, rehabilitation, or replacement are pemut[ed, provided the environmental effects resulting from such repair, rehabilitation, or replacement are minimal. Currendy serviceable means useable as is or with some maintenance, but not so degraded as to essentially require reconstruccion. This NWP authorizes the repair, rehabIlitation, or replacement of those structures destroyed by storms, floods, fire or other discre[e events, provided the repair, rehabilitation, or replacement is coaunenced or under contract to commence within two years of the date of their destruction or damage. In cases of catastrophic events, such as hurricanes or tornadces, this two-year limit may be waived by the District Engineer, provided the permittee can demonstrate funding, contract, or other similar delays. Maintenance dredging and beach restoration are not authorized by this NWP. (Sections 10 and 404) I�IATIOIv'WIDE PERMIT CONDITIONS GENERAL COI�fDITIONS: The following general conditions mus[ be followed in order for any authorization by a NWP [o be valid: Navieation: No activity may cause more than a minimal adverse effect on navigation. 2. Prooer Maintenance: Any structure or fill authorized shall be properly maintained, including maintenance to ensure public safety. 3. Erosion and Siltation Controls: Appropriate erosion and siltation controls must be used and maintained in effective operating condition during construction, and all exposed soil and ocher fills, as well as any work below the ordinary high water mark or high tide line, must be permanendy stabilized at the eazliest practicable date. 4. Aouatic Life Movements: No acavity may substantially disrupt the movement of those species of aquatic life indigenous to the waterbody, including those species which normally migrate through the area, unless the activity s primary purpose is to impound water. 5. Eauioment: Heavy equipment working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance. 6. Reeional and Case-bv-Case Conditions: The activity must comply with any regional conditions which may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state or tribe in its sec[ion 401 water quality certification. 7. Wild and Scenic Rivers: No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a"study river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writine tha[ the proposed activity will not adversely effect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., Nadonal Park Service, U.S. Forest Service, Bureau of Land Manaeemen[, U.S. Fish and Wildlife Service.) 8. Tribal Ri¢hts: No activity or its operation may impair reserved tribal rights, including, bu[ not limited to, reserved water rights and trea[y fishing and hunting rights. 9. Water Oualitv Certification: In certain states, an individual Section 401 water qualiry certification must be obtained or waived (see 33 CFR 330.4(c)). 10. Coastal Zone Manaeement: In cer[ain states, an individual state coastal zone management consistency concurrence must be obtained or waived (see Section 330.4(d)). i C � � � �■I L�JI � 1 I. Endan�ered Scecies: A. No activity is authorized under any NWP which is likely to jeopardize the con[inued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act, or which is likely to destroy or adversely modify the critical habitat of such species. Non-federa] permittees shall no[ify'the District Engineer if any listed species or critical habitat might be affected or is in the vicinity of the project, and shall not begin work on the activity unal noafied by the District Engineer that the requirements of the Endan�ered Species Act have been satisfied and that the activity is authorized. B. Authorization of an activity by a nationwide permit dces not authorize the take of a threa[ened or endangered species as defined under [he Federal Endangered Species Act. In the absence of separate au[horization (e.g.,an ESA Section 10 Permit, a Biological Opinion with incidental take provisions, etc.) from the U.S. Fish and Wildlife Service or the National Marine Fisheries Service, both lethal and non-lethal takes of protected species are in violation of the Endangered Species Act. Information on the locaaon of threatened and endan�ered species and their critical habitat can be obtained directly from the offices of [he U.S. Fish and Wildlife Service and National Marine Fisheries Service or their worid wide web pages a[ http://www.fws.gov/—r9endspp/endspp.html and http://kingfish.spp.mnfs.gov/tmcintyr/prot_res.html#ES and Recovery, respectively. � 12. Historic Prooerties: No activity which may affect historic properties listed, or etigible for listing, in [he National Register of a Historic Places is authorized, until the DE has complied with the provisions of 33 CFR Parc 325, Appendix C. The prospective pemuttee must notify the District Engineer if the authorized activity may affect any historic properties listed, determined to be elio ble, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and � that the activity is authorized. Informadon on the locadon and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(g)). �� 13. NotiFication: A. Ti_ mine: Where required by the terms of [he NWP, the prospective permittee mus[ notify the District Engineer with a Pre-Construction Notificauon (PCI� as early as possible and shall no[ begin the activity: 1. Until notified by the District Engineer that the activity may proceed under the NWP with any special conditions •• imposed by the District or Division Engineer; or L�J J � L�J ,u I�� 2. If notified by the District or Division Engineer that an individual permit is required; or 3. Unless 30 days (or 45 days for NWP 26 only) have passed from the District Engineer's receipt of the notification and the prospective permittee has not received notice from the District or Division Engineer. Subsequendy, the pemuttee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). B. Contents of Notification: The notificatio� must be in wri[ing and include the following informa[ion: Name, address and telephone numbers of the prospeccive permittee; 2. L.ocation of the proposed project • 3. Brief description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause; any o[her NWP(s), regional general permit(s) or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity; and 4. For NWPs 14, 18, 21, 26, 29, 34, and 38, the PCN must also include a delineation of affected special aquatic sites, including wetlands (see paragraph 13(�); 5. 6. For NWP 21 - Surface Coal Mining Activities, the PCN must include an OS�i or state approved mitigation plan. For NWP 29-Single-Family Housing, the PCN must also include: Any past use of this NWP by the individual permittee and/or the pemuttee's spouse; ri. A statement that the single-family housing activity is for a personal residence of the pemuttee; �� iu. A description of the en[ire parcei, including its size, and a delinea[ion of wetlands. For the purpose of this NWP, parcels of land measuring 0.5 acre or less wil] not require a formal on-site delineation. However, the applicant shall provide an indication LJ L�J I_■J I,I U L�J L�J L�.I I�� L�J L�l ..� J � a I� � � L■� � � / of where the wedands are and the amount of wedands that exists on the property. For parcels greater than 0.5 acre in size, a formal we[land delineation must be prepared in accordance with the current method requ'ued by the Corps. (See paragraph 13(�); iv. A written description of all land (inciuding, if available, legal descripcions) owned by the prospective pemuttee and/or the prospective pemuttee s spouse, within a one mile radius of the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-tenant, or as a tenant-by-the- encirety) and any land on which a purchase and sale agreement or other contrac[ for sale or purchase has been executed; 7. For NWP 31 — Maintenance of Exisdng Flood Control Projecu, the prospective permittee must either notify the District Engineer with a Pre-Construction No[ification (PCN) prior to each main[enance activity or submit a five year (or less) maintenance plan. In addition, the PCN must include all of the followin�: i. Sufficient baseline information so as to identify the approved channel depths and confi?urations and existing facilities. Ivlinor deviations are authorized, provided that the approved flood control protection or drainage is not increased; ii. A delineation of any affected special aquatic sites, including wetlands; and, ui. Location of the dredged material disposal site. 8. For NWP 33 — Temporary Construction, Access, and Dewatering, the PCN must also include a restoration plan of reasonable measures [o avoid and minimize adverse effects to aquatic resources. C. Form of Notification: The standard individual peanit application form (Form ENG 4345) may be used as the notification bu[ must clearly indicate that it is a PCN and must inciude all of the information required in (b) (1)-(7) of General Condition 13. A letter may also be used. D. District Enoineer's Decision: In reviewing the pre-construction notification for the proposed activity, the District Engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumuladve adverse environmental effects or may be contrary to the public interest. The prospective pemvttee may, op[ionally, submit a proposed mi[igation plan with the pre-construction nodfication to expedite the process and the District Engineer will consider any optional tnitigation the applicant has included in the proposal in detemuning whether the net adverse environmental effects of the proposed work are minimal. If the District Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effect� are minimal, the District Enb neer will notify the permittee and include any conditions the DE deems necessary. Any mitigation proposal must be approved by the District Engineer prior to commencing work. If the prospective peruuttee elects to submit a miti�ation plan, the District Engineer will expeditiously review the proposed mitigation plan, but will not commence a second 30-day (or 45-day for NWP 26) nodfication procedure. If the net adverse effects of the project (with the midgation proposal) are determined by the District Engineer to be minimal, the District Ena neer will provide a timely written response to the applicant stating that the project can proceed under the terms and conditions of the nationwide pemut. If the District Engineer deteraunes that the adverse effects of the proposed work are more than minimal, then he will notify the applicant either: (1) that the project dces not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permi[; (2) that the project is authorized under the NWP subject [o the applicant's submitting a mitigation proposal that would reduce thg adverse effects to the minimal level; or (3) that the project is authorized under the NWP with specific modifications or conditions. E. Aoencv Coordination: The District Engineer will consider any comments from Federal and State agencies conceming the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. 1. For NWP 14, 21, 26 (between 1 and 3 acres of impact), 29, 33, 37, and 38. The District Engineer will, upon receipt of a notification, provide immedia[ely, e.g., facsimile transmission, ovemight mail or other expeditious manner, a copy to the appropriate offices of [he Fish and Wildlife Service, State natural resource or water quality agency, EPA, Sta[e Historic Preservation Officer (SHPO), and, if appropriate, the Naaonal Marine Fisheries Service. With the exception of NWP 37, these agencies will then have 5 calendar days from the date the material is transmitted to telephone or fax the District Engineer notice that they intend to provide substantive, site-specific comments. If so contacted by an agency, the District Engineer will wait an addi[ional 10 calendar days (16 calendar days for NWP 26 PCNs) before making a decision on the nocifica[ion. The Dis[rict Engineer will fully consider agency comments received within the specified time frame, but will provide no response to the resource agency. The District Engineer will indicate in the administrative record associated with each notification that the resource agencies' concerns were considered. Applicants are encoura�ed to provide the Corps multiple copies of notifications to expedite agency notification. I,J '�J L:� I� L�I CI ! �J II� u L�J � !.J L� L�J � � � � � 2. Optional Agency Coordination. For NWPs 5, 7, 12, 13, 17, 18, 27, 31, and 34, where a Regional Administrator of EPA, a Regional Director of USFWS, or a Regional Director of NMFS has formally requested general notification from the District Engineer for the activities covered by any of these NWPs, the Corps will provide the requesting agency with notification on the particular NWPs. However, where the agencies have a record of not generally submitting substantive comments on activities covered by any of these NWPs, the Corps district may discontinue providing notificacion to those regional a�ency offices. The District Engineer will coordinate with the resources agencies to identify which activities involving a PCN that the agencies will provide substantive commenu to the Corps. The District Engineer may also request comments from the agencies on a case by case basis when the District En�ineer determines that such comments would assist the Corps in reaching a decision whether effects are more than minimal either individually or cumulatively. 3. Optional Agency Coordination, 401 Denial. For NWP 26 only, where the state has denied its 401 water quality cectification for activides with less than 1 acre of wedand impact, the EPA regional administrator may request agency coordination of PCNs between 1/3 and 1 acre. The request may only include acreage limitations within the 1/3 to 1 acre range for which the state has denied water quality certification. In cases where the EPA has requested coordination of projects as described here, the Corps will forward the PCN to EPA only. The PCN will then be forwarded to the Fish and Wildlife Service and the National Marine Fisheries Service by EPA under agreements among those agencies. Any agency receiving the PCN will be bound by the EPA timeframes for providing comments to the Corps. F. Wetlands Delineations: Wedand delineations mus[ be prepared in accordance with the current method required by the Corps. For NWP 29 see paragraph (b)(6)(iii) for parcels less than 0.5 acres in size. The permittee may ask the Corps to delineate the special aquatic site. There may be some delay if the Corps dces the deGneation. Furthermore, the 30-day period (45 days for NWP 26) will no[ start until the wetland delineation has been completed and submitted to the Corps, where appropriate. G. Mitieation: Factors that the District Engineer will consider when determining the acceptability of appropriate and practicable mitigation include, but are not limited to: 1. To be practicable, the mitigation must be available and capable of being done considering costs, existin� technology, and logistics in light of the overall project purposes; 2. To the exten[ appropriate, pemuttees should consider mitigation banking and other forms of mitigation including contributions to wetland trust funds, in lieu fees to organizations such as The Nature Conservancy, state or county natural resource management agencies, where such fees contribute to the restoration, creation, replacement, enhancement, or preservation of wetlands. Furthermore, examples of mitigation that may be appropriate and practicable include but aze not limited to: reducing the size of the project; establishing wetland or upland buffer zones to protect aquatic resource values; and replacing the loss of aquatic resource values by creating, restoring, and enhancing similar functions and values. In addition, mitigation must address wetland impacts, such as functions and values, and cannot be simply used to offset the acreage of �wedand losses that would occur in order to meet the acreage limits of some of the NWPs (e.g., for NWP 26, 5 acres of wetlands cannot be created to change a 6-acre loss of wetlands to a 1 acre loss; however, 2 created acres can be used to reduce [he impacts of a 3-acre loss.). 14. Comoliance Certification: Every perauttee who has received a IVationwide permi[ verification from the Corps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded to the Corps with the authorization letter and will include: a.) A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; b.) A statement that any requued miagation was completed in accordance with the pemut conditions; c.) The signature of the pernuttee certifying the completion of the work and mitigation. 15. Multiole Use of Nationwide Permits: In any case where any NWP number 12 through 40 is combined with any other NWP number 12 through 40, as part of a single and complete project, the permittee must notify the District Engineer in accordance with paragraphs a, b, and c on the Notification General Condition number 13. Any NWP number 1 through 11 may be combined with any other NWP without notificadon to the Co�ps, unless notificadon is otherwise required by the terms of the NWPs. As provided at 33 CFR 330.6(c) two or more different NWPs can be combined to authorize a single and complete project. However, the same NWP cannot be used more than once for a single and complete project. C� �� ,�J � LJ L�J ' iJ L�1 � � � �■J � � L�J [e' � � LAl SECTIOiV 404 ONLY CONDITIONS: In addi[ion to the General Conditions, the following conditions apply only to activities that involve the discharge of dredged or fill material into waters of the U.S., and must be followed in order for authorization by the NWPs to be valid: 1. Water Su�olv Intakes: No discharge of dred�ed or fill material may occur in the proximity of a public water supply intake except where the discharge is for repair of the public water supply intake structures or adjacent bank stabIlization. 2. Shellfish Production: No discharge of dredged or fill material may occur in areas of concentrated shellfish production, unless the discharge is directly related to a shellfish harvesting activity authorized by NWP 4. 3. Suitable Material: No discharge of dredged or fill material may consist of unsuitable material (e.g., trash, debris, car bodies> asphalt, etc.) and material discharged must be free from toxic poilutants in [oxic amounts (see Section 307 of the Clean Water Act). 4. Mitisation: Discharges of dredged or fill material into waters of the United States must be minimized or avoided to the maximum extent practicable a[ the project site (i.e., on-site), unless the Disuic[ Engineer approves a compensation plan that the Dis[ric[ E�gineer determines is more beneficial to the environment than on-site minimiza[ion or avoidance measures. S. Soawnine Areas: Discharges in spawning areas during spawning seasons must be avoided to the maximum extent practicable. 6. Obstruction of Hieh F1ows: To the maximum extent practicable, discharges must not permanendy res[rict or impede the passage of normal or expected high flows or cause the relocation of the water (unless the primary purpose of the fill is to impound waters). 7. Adverse Effects From Imooundments: If the discharge creates an impoundment of water, adverse effects on the aquatic system caused by the accelerated passage of water and/or the restriction of its flow shall be minimized to the maximum extent practicable. 8. Waterfowf Breedine Areas: Discharges into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 9. Removal of Temoorary Fills: Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. L�J � � i�' ,`�� L�J � �i II�1 I�^� � .� � �� L�J LJ � � � �� NATIONWIDE PERMIT 12 Utility Line Discharges Effective Date: February 1 l,'1997 Discharges of dredged or fill material associated with excavation, backfill or bedding for utility lines, including outfall and intake structures, provided there is no change in preconsttuction contours. A"utility line" is defined as any pipe or pipeline for the transportation of any gaseous, liquid, liquefiable, or slurry substance, for any purpose, and any cable, line, or wire for the transmission for any purpose of elec[rical energy, telephone and telegraph messages, and radio and television communication. The term "utility line" does not include acuvities which drain a water of the United States, such as drainage tile; however, it does apply to pipes conveying drainage from another area. T'his NWP authorizes mechanized landclearing necessary for the installation of utility lines, including overhead utiliry lines, provided the deared area is kept [o the minimum necessary and preconstruction conrours are maintained. However, access roads, temporary or permanent, or foundations associated with overhead utility lines are not authorized by this NWP. Material resulting from trench excavation may be [emporarily sidecast (up to three months) into waters of the United States, provided [hat the material is not placed in such a manner that it is dispersed by currents or other forces. The DE may exteod the period of temporary side-casting not to exceed a total of 180 days, where appropriate. The area of waters of the United States that is disturbed must be limited to the minimum necessary to construct the utility line. In wetlands, the top 6" to 12" of the trench should generally be backfilled with topsoil from the trench. Excess ma[erial must be removed to upland azeas unmediately upon completion of construction. Any exposed slopes and stream bank§ must be stabilized immediately upon completion of the utility line. (See 33 CFR Part 322). Notif cation: The permittee must notify the district engineer in accordance with the "Notification" general condition, if any of the following criteria are met a. Mechanized landclearing in a forested wetland; b. A Section 10 permit is required for the utility line; c. The utili[y line in waters of the United States exceeds 500 feet; or, d. The utility line is placed within a jurisdictional area (i.e., a water of the United States), and it runs parallel to a stream bed [hat is within that jurisdictional area. (Sections 10 and 404) NATIONWIDE PERMIT CONDITIONS GENERAL CONDITIONS: The following general conditions must be followed in order for any authorization by a NWP to be valid: 1. Navi�ation: No acdvity may cause more than a minimal adverse effect on navigation. 2. Prooer Maintenance: Any structure or fill authorized shall be properly maintained, including maintenance to ensure�pubGc safety. 3. Erosion and Siltation Controls: Appropriate erosion and siltation controls must be used and maintained in effective operating condidon during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanendy stabilized at the earGest practicable date. 4. Aouatic Life Movements: No activity may substantially disrupt the movement of those species of aquatic life indigenous to the waterbody, including those species which normally migrate through the area, un]ess the activity s primary purpose is to impound water. 5. Eouioment: Heavy equipment working in wetlands must be placed on mats, or othec measures must be taken to minimize soil disturbance. 6. Regional and Case-bv-Case Conditions: The activity must comply with any regional conditions which may have been added by the Division En�ineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state or tribe in its section 401 water quality certification. 7. Wild and Scenic Rivers: No activity may occur in a component of the National Wild and Scenic River System; or in a rivec officially designated by Congress as a"study river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely effect the Wild and Scenic River desi�nation, or study stacus. InfocTnation on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and WIldlife Service.) - I� �'� � Tribal Riehts: No activiry or i[s operation may impair reserved [ribai rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. Water Oualitv Certification: In certain states, an individual Section 401 water quality certification must be obtained or waived �� L�J C� L�J �� L�1 (see 33 CFR 330.4(c)). 10. Coastai Zone Manaeemen[: In certain states, an individual s[a[e coastal zone management consistency concurrence must be obtained or waived (see Section 330.4(d)). 11. EndanQered Soecies: A. No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act, or which is likely to destroy or adversely modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any listed species or critical habitat might be affected or is in the vicinity of the project, and shall not begin work on the activity until no[ified by the District Engineer that the requirements of the Endangered Species Act have been satisfied and that the activity is authorized. B. Authorization of an activity by a nationwide permit dces not authorize the take of a threatened or endangered species as defined under the Federal Endangered Species Act. In the absence of separate authorization (e.g., an ESA Section 10 Permi[, a Biological Opinion with incidental take provisions, etc.) from the U.S. Fish and Wildlife Service or the National Marine Fisheries Service, both lethal and �on-lethal takes of protected species are in violation of the Endangered Species Act. Informadon on the location of [hreatened and endangered species and [heir critical habitat can be obtained directly from the offices of the U.S. Fish and Wildlife Service and National Marine Fisheries Service or their world wide web pages at http://www.fws.gov/—r9endspp/endspp.html and h[tp://kingfish.spp.mnfs.gov/tmcintyr/prot_res.h[ml#ES and Recovery, respectively. 12. Historic Prooerties: No activity which may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized, until the DE has complied with the provisions of 33 CFR Part 325, Appendix C. The prospective permittee must notify the District Engineer if the authorized activity may affect any historic properties listed, detemiined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(g)). . 13. Notification: A. T_ imine: Where required by the terms of the NWP, the prospective pernuttee must nodfy the District Engineer with a � Pre-Construction Notification (PCI� as early as possible and shall not begin the activity: 1. Until notified by the District Engineer that the activity may proceed under the NWP with any special conditions imposed by the District or Division Engineer; or � l�J l■� �I L�*J '� If notified by the District or Division En; neer that an individual permit is required; or 3. Unless 30 days (or 45 days for NWP 26 only) have passed from the District Engineer's receipt of the notification and the prospeciive pemvttee has not received notice from the District or Division Engineer. Subsequendy, the permittee's right [o proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). B. Contents of Notification: The notification must be in writing and include the following information: Name, address and tefephone numbers of the prospective permittee; Location of the proposed project; 3. Brief description of the proposed project; [he project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s), regional general permit(s) or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity; and 4. For NWPs 14, 18, 21, 26, 29, 34, and 38, the PCN must also include a delinea[ion of affected speciai aquatic sites, including wetlands (see paragraph 13(�); For NWP 21 - Surface Coal Minin� Activities, the PCN must include an OSM or state approved miasation plan. l�l t�J '!�J !J 6. For NWP 29-Single-Family Housing, the PCN must also include: Any past use of this NWP by the individual permittee and/or the pemut[ee's spouse; u. A statement that the singie-family housing activiry is for a pecsonal residence of the permittee; � L�1 L�'J � L�J iu. A description of the entire parcel, includin� its size, and a delineation of wetlands. For the purpose of this NWP, parcels of land measuring 0.5 acre or less will not require a formal on-site delinea[ion. However, the applicant shall provide an indication of where the wetlands are and the amount of wetlands that exists on the property. For parcels greater than 0.5 acre in size, a formal wetland delineation must be prepared in accordance with the current method required by the Corps. (See paragraph 13(�); iv. A written descrip[ion of ail land (inciuding, if available, legal descriptions) owned by the prospective pernu[tee and/or the prospective permittee s spouse, within a one mile radius of the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-tenant, or as a tenant-by-the- entirety) and any land on which a purchase and sale agreement or other contract for sale or purchase has been executed; 7. For NWP 31 — Maintenance of Existing Flood Control Projects, the prospective pemuttee must either notify the District Engineer with a Pre-Construction Notification (PCN) prior to each maintenance activity or submit a five year (or less) main[enance plan. In addicion, the PCN must include all of the following: i. Sufficient baseline information so as to identify the approved channel depths and configurations and existing facilities. Minor deviations are authorized, provided that the approved flood control pro[ection or drainage is not increased; ii. A delineation of any affected special aquatic sites, including wetlands; and, � �II �'! -� L�.'' � � J l■1 ui. Location of the dredged material disposal site. 8. For NWP 33 — Temporary Construction, Access, and Dewatering, the PCN must also include a restoration plan of reasonable measures to avoid and minimize adverse effects [o aquatic resources. C. Form of Notification: The standard individual pemut application focm (Form ENG 4345) may be used as the no[ification but must clearly indicate that it is a PCN and must include all of the information required in (b) (1)-(7) of General Condition 13. A letter may also be used. D. District En�ineer's Decision: In reviewing the pre-construction notification for the proposed activity, the District Engineer will detemune whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. The prospective pemuttee may, optionally, submit a proposed mitigauon plan with the pre-construction notification to expedite the process and the Distric[ Engineer will consider any optional mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects of the proposed work are minimal. If the District Ena neer detemunes that the activity complies with the terms and conditions of the NWP and that the adverse effects are minimal, the District Engineer will no[ify the permittee and include any conditions the DE deems necessary. Any mitigation proposal must be approved by the District Engineer prior to commencing work. If the prospective permittee elects to submit a mitigation plan, the District En�ineer will expeditiously review the proposed mitieadon plan, but will not commence a second 30-day (or 45-day for NWP 26) notification procedure. If the net adverse effects of the project (with the mitigation proposal) aze determined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant stating that the project can proceed under [he terms and conditions of the nationwide permit. If the District Engineer determines that the adverse effects of the proposed work are more than minimal, then he will notify the applicant either: (1) that [he project dces not qualify for authorization under the NWP and instruct the applicant on the proceduzes to seek authorization under an individual permit; (2) that the project is authorized under the NWP subject to the applicant's submitting a mitigation proposal that wou(d reduce the adverse effects to the minunal level; or (3) that the project is authorized under the NWP with specific modifications or conditions. E. Asencv Coordination: The District En�ineer will consider any comments from Federal and State agencies concerning the proposed activity's compliance with the tem�s and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmentai effects to a minima( level. ', 1. For NWP 14, 21, 26 (between I and 3 acres of impact), 29, 33, 37, and 38. The District Engineer will, upon receipt of a notification, provide unmediately, e.g., facsimile [ransmission, overnight mail or other expedi[ious manner, a copy [o the appropriate offices of the Fish and Wildlife Service, State natural resource or water quality agency, EPA, State Historic Preservation Officer �,� (SHPO), and, if appropriate, the National Marine Fisheries Service. With the exception of NWP 37, these agencies will then have 5 � � C � L�J •I n calendar days from the date the material is [ransmi[ted to telephone or fax the District Engineer nodce that they intend to provide subs[antive, site-specific comments. If so con[acted by an a'ency, the District Engineer will wai[ an additional 10 calendar days (16 calendar days for NWP 26 PCNs) before making a decision on the notification. The District Engineer will fully considec agency comments received within the specified time frame, but wil! provide no response to the resource agency. The Disu-ict Engineer will indicate in the administrative record associated with each notification tha[ [he resource agencies' concems were considered. Applicants are encouraged to provide the Corps mul[iple copies of notifications to expedite agency notification. 2. Optional Agency Coordina[ion. For NWPs 5, 7, 12, 13, 17, 13, 27, 31, and 34, where a Regional Administrator of EPA, a Regional Director of USFWS, or a Re�ional Duector of NMFS has formally requested general notification from the District Engineer for the activities covered by any of these NWPs, [he Corps will provide the requesting agency with notification on the particulaz NWPs. However, where the agencies have a record of not generally submitting substantive comments on activities covered by any of these NWPs, the Corps district may discontinue providing notification to those regional agency offices. The District Eno neer will coordinate with the resources agencies to identify which ac[ivities invoiving a PCN that the agencies will provide substantive comments to the Corps. The District Engineer may aiso reques[ comments from the agencies on a case by case basis when the District Engineer determines-that such comments would assist the Corps in reaching a decision whether effects are more than minimal either individually or cumulatively. � 3. Optional Agency Coordination, 401 Denial. For NWP 26 only, where the state has denied its 401 wa[er quality certification for activities with less than 1 acre of wetland 'unpact, the EPA regional administrator may request agency coordination of PCNs between 1/3 and 1 acre. The request may only include acreage limitations within the 1/3 [0 1 acre range for which the state has denied water quality certification. In cases where the EPA has requested coordination of projects as described here, the Corps will � fonvard the PCN to EPA only. The PCN will then be fonvarded to the Fish and Wiidlife Service and the National Marine Fisheries Service by EPA under aa eemen[s among those agencies. Any agency receiving the PCN will be bound by the EPA [ime&ames for providing comments to the Corps. !I � 'J L1 L F. Wetlands Delineations: Wetland delineations must be prepared in accordance with the curren[ method required by the Corps. For NWP 29 see paragraph (b)(6)(iii) for parcels less than 0.5 acres in size. The pemuttee may ask the Corps to delineate the special aquatic site. 'There may be some delay if the Corps dces the delineation. Furthermore, the 30-day period (45 days for NWP 26) will not start until [he wedand delineation has been comple[ed and submitted to the Corps, where appropria[e. G. Miti�ation: Factors that the District Engineer will consider when determining the acceptability of appropriate and practicable mi[igation inciude, but are not limited to: 1. To be practicable, the mitigation must be available and capable of being done considerina costs, exisdng technology, and logistics in light of the overall project purposes; 2. To the ex[ent appropriate, pemuttees should consider mitiga[ion banking and other forms of mitigation including con[ributions to wetland trust funds, in lieu fees to organizations such as The Nature Conservancy, state or county natural resource management agencies, where such fees concribute to the restoration, crea[ion, replacement, enhancement, or preservation of wedancu. Furthecmore, examples of mi[igation that may be appropriate and prac[icable include but are not limited to: reducing the size of the project; es[abiishing wetland or upland buffer zones to pro[ect aquatic resource values; and replacing the loss of aquatic resource values by creating, restoring, and enhancing similar functions and values. In addition, mitigation must address wedand impacts, such as funccions and values, and cannot be simply used to offset the acreage of wedand losses that would occur in order to meet the acreage limits of some of the NWPs (e.g., for NWP 26, 5 acres of wetlands cannot be created to change a 6-acre loss of wetlands to a 1 acre loss; however, 2 created acres can be used to reduce the impacts of a 3-acre loss.). 14. Comoliance Certification: Every pemuttee who has received a Nationwide pemut verification from the Corps wili submit a � signed certification regarding the completed work and any requ'ued mitigation. The certification will be forwarded to the Corps with the authorization letter and wiil include: a.) A statement that [he authorized work was done in accordance with the Corps authorization, including any general or specific condidons; b.) A statement that any required mitigation was completed in accordance with the pemut conditions; c.) The sib ature of the pemuttee ceRifying the completion of the work and mitigation. � �� I� 15. Multiole Use of Nationwide Permits: In any case where any NWP number 12 through 40 is combined with any other NWP number 12 throu�h 40, as part of a single and compiete project, the permittee must notify the District Engineer in accordance with paragraphs a, b, and c on the Notification General Condition number 13. Any NWP number 1 through 11 may be combined with any other NWP without notification to the Corps, unless nodfication is otherwise required by the terms of the NWPs. As provided at 33 CFR 330.6(c) [wo or more different NWPs can be combined to authorize a single and complete project. However, the same NWP cannot be used more than once for a single and complete projec[. � �,I U � Itl � L'�JI L�J C �I� � � � � J � �J I■I L�J I� SECTIO[V 404 ONLY COPIDITIOI�IS: In addition to the General Conditions, the following conditions apply only to activities tha[ involve the discharge of dred;ed or fill material into waters of the U.S., and must be followed in order for authorization by the NWPs to be valid: 1. Water Suoolv [ntakes: No discharge of dredged or fill material may occur in the proximity of a pub(ic water supply intake except where the discharge is for repair of the public wa[er supply intake structures or adjacent bank stabIlization. 2. Shelifish Production: No discharge of dredged or fill material may occur in areas of concentrated shellfish production, unless the discharge is directly related to a shellfish harvesting activity authorized by NWP 4. 3. Suitable Material: No discharge of dredged or fill materia! may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.) and material discharged must be free from toxic pollutants in toxic amounts (see Section 307 of the Clean Water Act). 4. Mitieation: Discharges of dredged or fill material into waters of the Uni[ed States must be minimized or avoided to the maximum extent practicable a[ the project site (i.e., on-site), unless the Distric[ Engineer approves a compensation plan [hat the District Engineer determines is more beneficial to the environment than on-site minimization or avoidance measures. Soawnine Areas: Discharges in spawning areas during spawning seasons must be avoided to the maximum extent practicable. 6. Obstruction of Hieh Flows: To the maximum extent practicable, discharges must not permanendy restric[ or impede the passage of normal or expected high flows or cause the relocation of the water (unless the primary purpose of the fill is to impound waters). 7. Adverse Effects From Impoundments: If the dischazge creates an impoundment of water, adverse effects on [he aquatic system caused by the accelerated passage of water and/or the restriction of its flow shall be minimized to the ma�cimum extent practicable. 8. Waterfowl Breedine Areas: Discharges into breeding areas for migra[ory waterfowl must be avoided to the maximutn extent practicable. 9. Removal of Temoorary Fills: Any temporary fills must be removed in the'u entirety and the affected areas returned to their preexisting elevation. C L�J u � I■I ' �J � � L�J � � � J L�J � LiJ I] I�� NATIONWIDE PERMIT 13 Bank Stabilization Issued December 13, 1996 Bank stabilization ac[ivities necessary for erosion prevention provided the activity meets all of [he following criteria: a. b. No material is placed in excess of the minimum needed for erosion protection; The bank stabiliza[ion activity is less than 500 feet in length; c. The acdvity will not exceed an average of one cubic yard per running foot placed along the banlc below the plane of the ordinary high water mark or the high tide line; d. No material is placed in any special aquatic site, including wetlands; e. No material is of the type, or is placed in any location, or in any manner, so as to impair surface water flow into or out of any we[land area; f. No material is placed in a manner that will be eroded by normal or expected high flows (properly anchored trees and treetops may be used in low energy areas); and, g. The activity is part of a single and complete project. Bank stabilization activities in excess of 500 feet in length or greater than an average of one cubic yard per running foot may be authorized if the pemuttee notifies the District Engineer in accordance with the "Notification" general condition and the District Engineer determines the activity complies with the other terms and conditions of the NWP and the adverse environmental effects aze minimal both individually and cumulatively. This NWP may not be used for the channelization of a water of the United States. (Sections 10 and 404) NATIONWIDE PERMIT CONDITIONS GENERAL CONDITIONS: The following general conditions must be followed in order for any authorization by a NWP to be valid: 1. Navieation: No acdvity may cause more than a minimal adverse effect on navigation. 2. Prooer Maintenance: Any structure or fill authorized shall be properly maintained, including maintenance to ensure public safety. 3. Erosion and Siltation Controls: Appropriate erosion and siltation controls must be used and maintained in effeciive operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanendy stabilized at the earliest practicable date. 4. Aauatic Life Movements: No activity may substantially disrupt the movement of those species of aquatic life indigenous to the waterbody, including those species which normally migrate [hrough the area, unless the acdvity s primary purpose is to impound water. 5. Eauinment: Heavy equipmen[ working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance. 6. Reeional and Case-bv-Case Conditions: The activity must comply with any regional conditions which may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state or tribe in its section 401 water quality certification. 7. Wild and Scenic Rivers: No activity may occur in a component of the Naaonal Wild and Scenic River System; or in a river officially designated by Congress as a"s[udy river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has detemuned in writing [hat the proposed activity will not adversely effect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obcained from the appropriate Federal land manasement agency in the area (e.g., Naaonal Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service.) � � � � � � I�� L�J � � � Tribal RiQhts: No activity or its operation may impair reserved tribal rights, including, but no[ limited to, reserved water rights and treaty fishing and hunting rights. Water Ouafitv Certification: In certain states, an individual Section 401 water quali[y certificacion must be obtained or waived (see 33 CFR 330.4(c)). 10. Coastal Zone Vfanavement: In certain sta[es, an individual state coastal zone management consistency concurrence mus[ be obtained or waived (see Section 330.4(d)). 1 l. Endan�ered Soecies: A. No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act, or which is likely to destroy or adversely modify the critical habita[ of such species. Non-federal pernuttees shall notify the District Engineer if any listed species or critical habita[ might be affected oc is in the vicinity of the project, and shall not begin work on the activity until notified by the District Engineer that the requirements of the Endangered Species Act have been satisfied and that the activity is authorized. B. Authorizaaon of an activity by a nationwide permit does not authorize the take of a threatened or endangered species as defined under the Federal Endangered Species Act. In the absence of separate authorization (e.g., an ESA Section 10 Pemut, a Biological Opinion with incidental take provisions, etc.) from the U.S. Fish and Wildlife Service or the National Marine Fisheries Service, both lethal and non-lethal takes of protected species are in violation of the Endangered Species Act. Informadon on the locadon of threatened and endangered species and their critical habitat can be obtained directly from [he offices of the U.S. Fish and Wildlife Service and National Marine Fisheries Service or their world wide web pages at http://www.fws.gov/—r9endspp/endspp.html and http://kingfish.spp.mnfs.gov/tmcintyr/prot_res.html#ES and Recovery, respectively. 12. Historic Prooerties: No activity which may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized, until the DE has complied with the provisions of 33 CFR Part 325, Appendix C. The prospective pemuttee must notify the District Engineer if the authorized activity may affect any historic properties listed, determined to be eligible, or which the prospective pemvt[ee has reason to believe may be eligible for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(g)). a13. Notification: � f■1 � L�J � L�J � A. Timine: Where required by the terms of the NWP, the prospective permittee must notify the District Engineer with a Pre-Construction Nodfication (PCN) as early as possible and shall not begin the activity: Until notified by the District Engineer that the activity may praceed under the NWP with any special conditions imposed by the District or Division Engineer; or If notified by the District or Division Engineer that an individual permit is required; or 3. Unless 30 days (or 45 days for NWP 26 only) have passed from the District Engineer's receipt of the notification and the prospective permittee has not received notice from the Districc or Division Engineer. Subsequendy, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). B. Contents of Notification: The notification must be in writing and include the following information: Name, address and telephone numbers of the prospective pernuttee; Locadon of the proposed project; 3. Brief description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s), regional general permit(s) or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity; and 4. For i�1WPs 14, 18, 21, 26, 29, 34, and 38, the PCN must also include a delineation of affected special aquatic sites, including wetlands (see paraeraph 13(�); For NWP 21 - Surface Coai Mining Activities, the PCN must include an OSM or state approved mitigation plan. �-J I■I L� LJI For NWP 29-Single-Family Housing, the PCN must also include: Any past use of this NWP by the individual pemuttee and/or the permittee's spouse; A sta�ement that the single-family housing activity is for a personal residence of the pemuttee; � � L�J L� I � iu. A description of the entire parcel, including ics size, and a delineation of wetlands. For the purpose of this NWP, parcels of land measuring 0.5 acre or less will not require a formal on-site delineation. However, the applicant shall provide an indication of where the wetlands are and the amoun[ of wedands that exists on the property. For parceis greater than 0.5 acre in size, a formal wedand delineation must be prepared in accordance with the current method required by the Corps: (See paragraph 13(�); iv. A written description of all land (including, if available, legal descriptions) owned by the prospective pemuttee and/or the prospective permittee s spouse, within a one mile radius of the parcel, in any form of ownership (including any land owned as a partner, corpora[ion, joint tenant, co-tenant, or as a tenant-by-the- entirety) and any land on which a purchase and sale agreement or other contract for sale or purchase has been executed; 7. For NWP 31 — Maintenance of Existing Flood Control Projects, the prospecrive permittee must either noafy the District Engineer with a Pre-Construction Notificatioo (PCN) prior to each maintenance activity or submit a five year (or less) maintenance plan. In addition, the PCN must include all of the following: i. Sufficient baseline information so as to identify the approved channel depths and configurations and existing facilities. Minor deviations are authorized, provided that the approved flood control protection or drainage is not increased; ii. A delineation of any affected special aquatic sites, including wetlands; and, LJ ' � *1 CI � �� J ui. Location of the dredged material disposa] site. 8. For NWP 33 — Temporary Construction, Access, and l�ewatering, the PCN must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic resources. C. Form of Notification: The standard individual pemu[ application form (Form ENG 4345) may be used as the notification but must cleazly indicate that it is a PCN and must include all of the informadon required in (b) (1)-(7) of General Condition 13. A letter may also be used. D. District En�ineer's Decision: In reviewing the pre-construction nodfication for the proposed activity, the District Engineer will detemune whether the activity authorized by the NWP will resul[ in more than minimal individual or cumulative advene environmental effects or may be contrary to the public interest. The prospective permittee may, optionally, submit a proposed mitigation plan with the pre-construction notification to expedite the process and the District Engineer will consider any optional mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects of the proposed work are minimal. If the Disu-ict Engineer determines that the activi[y complies with the terms and conditions of the NWP and that the adverse effects are minimal, the District E�gineer will notify the permittee and include any conditions [he DE deems necessary. Any mitigation proposal must be appmved by the District Engineer prior to commencing work. If the prospective permittee elecu to submit a mitigation pian, the District Engineer will expeditiously review the proposed mitigation plan, but will not commence a second 30-day (or 45-day for NWP 26) notificaaon procedure. If the net adverse effects of the project (with the mitigation proposal) are detercnined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant stacing that the project can proceed under the terms and conditions of the nationwide permit. If the District Engineer detemunes that the adverse effects of the proposed work are more than minimal, then he will notify the applicant either: (1) that the project dces not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authoriaation under an individual permit; (2) tha[ the project is authorized under the NWP subject to the applicant's submitting a mitigation proposal that would reduce the adverse effects to the minimal level; or (3) that the project is authorized under the NWP with specitic moditications or condidons. E. A�encv Coordination: The District En�ineer will consider any comments from Federal and State a;encies conceming the proposed activiry's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. • 1. For NWP 14, 21, 26 (between 1 and 3 acres of impact), 29, 33, 37, and 38. The District Engineer will, upon receipt of a notification, provide immediately, e.g., facsimile transmission, overnight mail or other expeditious manner, a copy to the appropriate �, offices of the Fish and Wildlife Service, State natural resource or water quality agency, EPA, State Historic Preservation Officer (5HP0), and, iF appropriate, the National Marine Fisheries Service. With the exception of NWP 37, these agencies will then have 5 L�J C � �J � L■J L�J calendar days from the date the material is transmitted to telephone or fax the District Engineer notice that [hey intend to provide substantive, site-specific comments. If so contacted by an agency, the District Engineer will wait an additional 10 calendar days (16 calendar days for NWP 26 PCNs) before making a decision on the notification. The District Engineer will fully consider agency comments received within the specified time frame, bu[ will provide no response to the resource agency. The District Engineer will indicate in the administrative record associated with each notification that the resource agencies' concerns were considered. Applicants are encouraged to provide the Corps multiple copies of nodfications to expedite agency notification. 2. Op[ional A;ency Coordina[ion. For NWPs 5, 7, 12, 13, 17, 18, 27, 31, and 34, where a Regional Administrator of EPA, a Regional Director of USFWS, or a Regional Direc[or of NMFS has formally requested general notification from the District Engineer for the activities covered by any of these NWPs, the Corps wili provide the requesting agency with notification on the particular NWPs. However, where the agencies have a record of not generally submitting substantive comments on activities covered by any of these NWPs, the Corps district may discontinue providing notification to those regional agency offices. The District Engineer will coordinate with the resources agencies to identify which activities involving a PCN that the agencies will provide substantive comments to the Corps. The District En�ineer may also request comments from the agencies on a case by case basis when the District Engineer detecmines that such comments would assist the Corps in reaching a decision whether effects are more than minimal either individually or cumulatively. � 3. Optional Agency Coordination, 401 Denial. For NWP 26 only, where the state has denied its 401 water quality certifica[ion for activities with less than 1 acre of wetland impact, the EPA regional administrator may request agency coordination of PCNs between 1/3 and 1 acre. The request may only include acreage limitations within [he 1/3 to 1 acre range for which the state has denied water quality certification. In cases where the EPA has requested coordination of projects as described here, the Corps will D fonvard the PCN to EPA only. The PCN will then be forwarded to the Fish and Wildlife Service and the National Marine Fisheries Service by EPA under agreements among those agencies. Any agency receiving the PCN will be bound by the EPA time&ames for providing comments to the Corps. � . LJ � � F. Wetlands Delineations: Wetland delineations must be prepared in accordance with the current method required by the Corps. For NWP 29 see paragraph (b)(6)(iii) for parcels less than 0.5 acres in size. The pemvttee may ask the Cocps to delineate the special aquatic site. Thece may be some delay if the Corps dces the delineation. Furthermore, the 30-day period (45 days for NWP 26) will not start until the wedand delineation has been completed and submitted to the Corps, where appropriate. G. Miti�ation: Factors that the District Engineer will consider when determining the acceptability of appropriate and practicable mitigation include, but are not limited to: . To be practicable, the mitigation must be available and capable of being done considering costs, existing technology, and logistics in light of the overall project purposes; � 2. To the extent appropriate, permittees should consider mitigation banking and other forms of mitigation including contribu[ions to wedand tiust funds, in lieu fees to organizadons such as The Nature Conservancy, state or county natural reso�rce management agencies, where such fees contribute to the restoration, creation, replacement, enhancement, or preservation of wedands. Furthermore, examples of mitigation that may be appropriate and practicable include but are not limited to: reducing the size of the � project; estabtishing wedand or upland buffer zones to protect aquatic resource values; and replacing the loss of aquatic resource values by creating, restoring, and enhancing similar functions and values. In addition, micigation must address wetland impacts, such as functions and values, and canno[ be simply used to offset the acreage of wedand losses that would occur in order to mee[ the acreage limits of some of the NWPs (e.g., for NWP 26, 5 acres of wetlands cannot be created to change a 6-acre loss of wetlands to a 1 acre �!' � loss; however, 2 created acres can be used to reduce the impacts of a 3-acre loss.). 14. Comoliance Certification: Every pemuttee who has received a Natioowide permit verificaaon from the Corps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded to the Corps with the authorization letter and will include: a.) A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; b.) A statement that any required mitigation was completed in accordance with the permit conditions; c.) The signature of the permittee certifying the completion of the work and mitigation. a 15. Multiole Use of Nationwide Pennits: In any case where any NWP number 12 through 40 is combined with any other NWP number 12 throu�h 40, as part of a single and complete project, the permittee must notify the District Engineer in accordance with paragraphs a, b, and c on che Notification General Condition number 13. Any NWP number 1 through i l may be combined with any a othec NWP without notiFication to the Corps, unless notification is otherwise required by the terms of the NWPs. As provided at 33 CFR 330.6(c) two or more different NWPs can be combined to authorize a single and complete project. However, the same NWP cannot be used more than once for a single and complete project. � � iJ � L�J � L�J L!J L•J � L�J � �^: • LAJ Ls I �� f�] � � ' SECTION 404 ONLY COIVD[T[ONS: In addition to the General Conditions, the following condi[ions apply only to acavities that involve the discharge of dredged or fill material into waters of the U.S., and must be followed in order for authorizadon by the NWPs to be valid: 1. Water Suoolv Intakes: No discharge of dredged or fill material may occur in the proximity of a public water supply intake except whece the discharge is for repair of the public water supply intake structures or adjacent bank stabilization. 2. Shellfish Production: Ivo discharge of dredged or fill material may occur in areas of concentrated she(lfish production, unless the dischazge is directly related to a shellfish harvesting activity authorized by NWP 4. 3. Suitable Material: No discharge of dredged or fill material may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.) and material dischazged must be free from toxic pollutants in toacic amounts (see Section 307 of the Ciean Water Act). 4. Mitieation: Discharges of dredged or fill material into waters of the United States must be minimized or avoided to the maxunum extent practicable at the project site (i.e., on-site), unless the District Engineer approves a compensation plan that the District Engineer determines is more beneficial to the environment than on-site minimization or avoidance measures. 5. Soawnine Areas: Discharges in spawning areas during spawning seasons must be avoided to the maximum extent practicable. 6. Obstruction of Hieh Flows: To the maximum extent practicable, dischazges must not permanently restrict or impede the passage of normal or expected high flows or cause the relocation of the water (unless the primary purpose of the fill is to impound waters). 7. Adverse Effects From Imnoundments: If the discharge creates an impoundment of water, adverse effects on the aquatic system caused by the accelerated passage of water and/or the restriction of its flow shall be minimized to the maximum extent practicable. 8. Waterfowl Breedin2 Areas: Discharges into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 9. Removal of Temoorary Fills: Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. � �I � "' r � City of Fort Worth, Texas �i✓I�' Ayor And Caunc�( Cammun�cAt�an DATE REFERENCE NUMBER ' LOG NAME PAGE 8/10/99 **C-17572 I 30PART2 1 of 2 SUBJECT APPROPRIAT�(�N ORDINANCE AND AWARD OF CONTRACT TO JACKSON CONSTRUCT tiN, 1NL. FOR SANITARY SEWER MAIN 189R PARALLEL RELIEF AND MAIN 129 REPLACEMENT, PART 2 RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $553,276.50 from the Water and Sewer Operating Fund to the Sewer Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Project Fund in the amount of $553,276.50 from available funds; and 3. Authorize the City Manager to execute a contract with Jackson Construction, Inc. in the amount of $493,276.50 for Sanitary Sewer Main 189R Parallel Relief and Main 129 Replacement, Part 2. DISCUSSION: On April 23, 1996 (M&C C-15412), the City Council authorized the City Manager to execute an engineering agreement with Wade & Associates, Inc. to prepare plans and specifications for Sanitary Sewer Rehabilitation Contract Mains 189R and 129. The project consists of the following sanitary sewer mains and lateral: • Mains 189R and 246, generally bound by Ranch View Road on the north, Altura Court on the south, and Overton Park on the east and west. • Lateral 1611, generally bound by Lancaster Avenue on the north, Virginia Lane on the south, Rand Road to the east, and Oakland Avenue to the west. • Main 238, generally bound by Ederville Road to the north, Brentwood Stair Road to the south, T square to the east, and Cooks Lane to the west. The project is located in COUNCIL DISTRICT 4, Mapsco 67W and 81A. The project was advertised for bid on May 20 and 27, 1999. On June 17, 1999, the following bids were received: BIDDER Jackson Construction. Inc. Long Construction & Engineering, Inc. AMOUNT TIME OF COMPLETION $493.276.50 100 Calendar Days 594,181.50 Staff considers the contractor's bid to be fair and reasonable and recommends approval. ��Yo'� � .�s' �f City of Fort Wo�th, Texas . . � " �1►�Ayar And C,aunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 8/10/99 **C-17572 30PART2 I 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO JACKSON CONSTRUCTION, INC. FOR SANITARY SEWER MAIN 189R PARALLEL RELIEF AND MAIN 129 F�EPLACEMENT, PART 2 In addition to the contract cost, $35,000.00 is required for inspection and survey and $25,000.00 is provided f�r project �ontingencies. Jackson Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 2% M/WBE participation and documenting good faith effort. Jackson Construction, Inc. identified several subcontracting and supplier opportunities. However, the M/WBE's contacted in the identified areas did not respond or did not submit the lowest bids. The City's goal on this project is 16%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1, and the adoption of th.e attached appropriation ordinance, funds required will be available in the current capital budget, as appropriated, of the Sewer Capital Project Fund. MG:j Submitted for City Manager's Offce by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker � FUND � (t�> � 1 &2) PS58 G 140 I 2) PS58 2) PS58 6157 (from) 3) PS58 1) PE45 6157 ACCOUNT I CENTER I AMOUNT 472045 070580173510 $553,276.50 541200 070580173510 $518,276.50 531350 030580173510 $ 35,000.00 541200 070580173510 $493,276.50 538070 0709020 $553,276.50 CITY SECRETARY APPROVED CITY C�UNCtL AUG � � i999 �� Citp Secretargof the City of Fort Worth, T�za.4 Adopted Ordinance No. ��