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Home My WebLink About025267 - Construction-Related - Contract - Walt Williams Construction, Inc.� �� e � F, � � � � � �, � � � � � �� Jy � �l�'1( S�CR�t� V ��' ' . � `` �� , �; ,,. , � , b 'I ,�ry4 � ,� n�• 6I��i �� I �ti,a ��a f q -.%`"; � y �Cg�'��T��'� �ei��i�� t,t'�+ � I , , , : , ,,, ; , , ,� ,� ��c��s cat� SPECIFICATIONS ��.��' �3��A��4�U'd�t�T �c;_2'1-9��t�U2��`� t��`�� AND CONTRACT DOCUMENTS FOR CiTY S�CRETARYa �� . / CpNTRACT NO. PAVING AND DRAINAGE IMPROVEMENTS FOR ,... SCHWARTZ AVENUE FROM N.E. 28T" STREET TO 33RD STREET . D.O.E. PROJ. NO. 285 UNIT II GS 1 1-0201 1 040281 0 SECTION A- PAVING AND DRAINAGE IMPRO�'EMENTS SECTION B- MULTIPLE BOX CULVERT CiTY OF FORT WORTH, TEXAS 1999 KENNETF' BARR MAYOR BOB TERR�!_L Gll"Y MANAGER LEE C. BRADLEY, JR., P.E. WATER DEPARTMENT DIRECTOR HUGO A. MALANGA, P.E. DlRECTOR OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING �A PRE° ��f=�J �3Y TEAGUE NALL AND PERKfNS, INC. � u��01�� [�COQ� �O�11 ��G�� ° Q� If�o UUVU1��Wq �LSWc �y �,� : .., .,, �n < ,^ ;� �� `� ..�, ,. �� ,.; �;� . . �:r�° �;�� ;�, . ..... g3�FZ+.o � An��r<��,,e.,. �;J Y�la'a a. a�9+�a��.aa � t�<,. a • J�4�if9El + ✓ : "a 1.\+_ 0 E. Wi5n� a°:1; n ��D? J�"�,1'r�� f 4 ,��`1� � ��4 J ; W' � � JUN-2a-1999 14�46 TEpGUE NALLjiaMp��FERKINS 8173362813 P.02%04 � � �� L�J I�I � :�i�i.��.E�rt Wnrth Departrt��nt o� Engin�ering Addendum No. '! Tc� the Specifiaations and Cvntract aocuments f�r PAVING, DRAINAGE, MIJ�.TiPLE BOX CULVERT FOR SGHWARTZ AV�NUE (FROM 28T" �TRE�T TO 33RD STRBET) UNIT 11 p.Q.E. Rraj. Na, �2$� TI��YY �� {� VJe 'MV. GS91"V��.i i I V 1 V�ii7� V ,lUNE 29, 1'�99 B1ds will be� ��pen�d as scheduled (iE��rsday, July 1,1999) � The foltowir�g informat�on shali const�#ute Addendur� Na.1 to the Contract Dacuments as i�enti��d �b�v�. Tt�is Addendum must be properly acknowledged by th8 Bidder by signing in #he space provided in the propasal submitted for bad op�r�ing. �ailur� to indicate r��eipt of this A�ddendum � shall be grounds for rendertng the bid non-responsiae. This ,Addendum is part �f th� �ontract Lloc�me�►ts and will be k�ound inta the executed contracts. The following infarm�tior� st�a11 supersede ar�y an� afl ct�riflicting written or �rerbai infarmation prev�ousty prov�ded: � � �� C� � � � L�J I. SPEClAL PRpVJSiONS: , I 1. For clarifcation purposes, ths following text and th� at�ached details shail be added to 67. PAY tTEAA - MULTIPLE BbX CULV�eRTS W1TH PARALLEL WlNGWALLS AiVD EyCTENDED HEADWALL HEIGHT. COi1diPL.ETE !h!-Pu4C�: Th� height ofthe prapos�d paralfe) wingwalls arad headwaf! on �ach ��d otthe 9-10' x B' rr��ltiple box cuivert sha�l be extended �s in��cated on th� �ttac�ed revised details. Th� he�ght will wary #ram the sfi�ndard 1'-0 abov� th� �utsid� top af box r�n tne �,orth end �f the wingwal! t� 2'�3" above the outside top of box a# the south end of the ►wingwall. {n addition, the thickness of the wir�gwa(i and the headwali sh�l1 be tncreased to 9 2" thick tQ �copmmotiate mounting the Type C301 Combina#ion Rail direc#ly to thre top af the ��ringwal)/F�eadwall. Reinforcing bars "K" will be revi�ea as ' shown, and will vary a6ong the fength of thte winc,�wall. . C}ther adjustments #o reinforcing bar dirr�ens9ons and quantities wil! b� neces�ary, but are not shawn. The Coa�t��ott�r wil6 b� respvnsibl� for such adj�t�tments as are necessary to rr�aintain the specified b�r spacing. � PPease acknowledg� rec�Ept of �ddendum No. 1�y ptacing a sigr�ed copy o� same ir�to your proposal at the time of bid�in�. RECEIPT A�KNOWt�EDG�D: , ��,� � /.�i.��,�.� 1 af 3 A. �3c�UGLAS RADENI�AKER, P.E., �IF�E�T�R, DEPARTNfENT OF ENGINEERI G Ri Trice, P,E. !'� �''.�j•� Manager, Cohsultant Services IJ � � I � � � � 1 � � 1 1 i� � � 1 � � � Table of Contents PART A - Notice to Bidders - Comprehensive Notice to Bidders - Special lnstructions to Bidders PART B - Proposal - City of Fort Worth Minority and Women Business Enterprise Specifications - Prevailing Wage Rates - Vendor Compliance to State Law PART D - Special Provisions (T&PW) - UNIT II - Specifications for DART and BNSF Insurance Requirements ' - U.S. Army Corps of Engineers Permit Conditions PART E PART F - Certificate of Insurance - Contractor Compliance with Worker's Compensation Law - Bonds a. Performance Bond b. Payment Bond c. Maintenance Bond PART G - Contract PART H - Easements PART I - Soils Report PART J - Figures and Details APPENDIX - Storm Water Pollution Prevention Plan � � � . . Q � a. . '�`.,�,�;,��,R. a Q 0 PART A � NOTICE TO BIDDERS � COMPREHENSIVE NOTICE TO BIDDERS D SPECIAL INSTRUCTIONS TO BIDDERS - UNIT II a � 0 0 0 0 � 0 D � � ,�� NOTICE TO BIDDERS Sealed proposals for the following: PAVING AND DRAINAGE IMPROVEMENTS FOR SCHWARTZ AVENUE From N.E. 28th Street to 33'� Street D.O.E. Project No: 285 � UNlT I! (SECTION A& B) - PAVING AND DRAINAGE, AND MULTIPLE BOX CULVERT IMPROVEMENTS T&PW Project No: GS11-020110402810 � � � �� J Addressed to Mr. Bob Terreil, City Manager of the City of Fort worth, Texas will be received at the Purchasing Office until 1:30 P.M., Thursday, July 1, 1999 and then publicly opened and read aloud at 2:00 P.M. in the City Council Chambers. Plans, specifications and contract documents may be obtained at the office of the Department of Engineering, Municipal Office Building,1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of $20.00. Additional information for perspective bidders is contained in the documents. A Pre-Bid Conference will be held on Tuesday, June 22, 1999 at 10:00 A.M. in Room 270 of the Department of Transportation and Public Works. All bidders are encouraged to attend. The major work on the above project shall generally consist of the following: UNIT II - PAVING AND DRAiNAGE, AND MULTIPLE BOX CULVERT 15,670 S.Y. of 6" Concrete Paving 60 L.F. of 9 Barrel 10'x6'. Box Culvert 3,800 C.Y. of Unclassified Channel Excavation Miscellaneous Demolition, Side Walks, Storm Drain, Wingwalls, & Erosion Control, Etc. For additional information concerning this project, please contact Gary L. Vickery, P.E., at the offices of Teague Nall and Perkins, Inc., 336-5773 or Gopal Sahu, P.E., Project Manager, at the City of Fort Worth, 871-7949. Department of Engineering A. Dou las Rademaker, P.E., Director By: ` �fv� f�ick L. Trice, P. E. Manager, Consultant Services � Advertising Dates: June 3. 1999 June 10, 1999 � J � �J � �� COMPREHENSIVE NOTlCE TO BIDDERS Sealed proposais for the following: PAVING AND DRAINAGE IMPROVEMENTS FOR SCHWARTZ AVENUE From N.E. 28�h Street to 33�d Street D.O.E. Project No: 285 � UNIT II (SECTION A, & B) - PAVING AND DRAINAGE, AND MULTIPLE BOX CULVERT IMPRI�VEMENTS T&PW Project No: GS11-020110402810 � _� � I � I Addressed to Mr. Bob Terrell, City Manager of the City of Fort worth, Texas will be received at the Purchasing Office until 1:30 P.M., Thursday, July 1,1999 and then publicly opened and read aloud at 2:00 P.M. Plans, specifications and contract documents may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A twenty dollar ($20.00) deposit is required for the first set of documents; such deposit will be refunded if the document is returned in good condition within 10 days after bids are opened. Additional sets may be purchased on a non-refundable basis for finrenty ($20.00) per set. These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and D 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. � � J � � � � ■� , J � J Bid security is required in accordance with the Special Instructions to Bidders. The major work on the above project shall generally consist of the following: UNIT II - PAVING AND DRAINAGE 15,670 S.Y, of 6" Concrete Paving 60 L.F. of 9 Barrell 10'x6' Box Culvert 3,800 C.Y. of llnclassified Channel Excavation Miscellaneous Demolition, Side Walks, Storm Drain, Wingwalls, & Erosion Control, Etc. Included in the above will be all other items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of fo�ty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOUD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. J J DBidders 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) 871-7910. '� ,� �I � � � J � � � � � � � � � J A Pre-Bid Conference will be held on Tuesday, June 22, 1999 at 10:00 A.M. in Room 270 of the Department of Transportation and Public Works. All bidders are encouraged to attend. In accordance with City of Fort Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall renderthe bid non-responsive. In addition, the M/V1/BE UTILIZATION FORM, MNVBE 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. For additional information concerning this project, please contact Gary L. Vickery, P.E., at the offices of Teague Nall and Perkins, Inc., 336-5773 or Gopal Sahu, P.E., Project Manager, at the City of Fort Worth, 871-7949. BOB TERRELL CITY MANAGER ALICE CHURCH CITY SECRETARY Department of Engineering A. Douglas Rademaker, P.E., Director Advertising Dates: June 3. 1999 June 10. 1999 B < �" �' " � y' � Rick L. Trice, P. E. Manager, Consultant Services � � � � � �� a �J J �� !1 �� J �J �) � � SPECIAL INSTRUCTIONS TO BIDDERS � � � �J � � � SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURII'Y: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five (5%) per cent of the total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. � 2 �� J �� ■J � �] � J �� iJ � 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 sha11 not exceed the amount shown on the treasury list or one-tenth (1/10) the total capital and surplus. PAYMENT BOND AND PERFORMANCE BOND: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond as well as a payment bond, both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. In order for a surety to be acceptable to the City, (1) the name of the surety sha11 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 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) 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. No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a'new surety satisfactory to the City. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. � SI-1 �� p3 � � � �] If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. , LIOUIDATED DAMAGES: The Contractor's attention is called to � Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specifications �for Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of pro�ects. 4. AMBIGUTTI':In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 5. EMPLOYMENT:All bidders will be required to comply with City Ordin�ce I'do. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-Z1 through 13-A- 29) prohibiting discrimination in employment practices. 6. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons � Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort V�orth, Texas and set forth in Contract �� Documents for this project. 7. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licens- ing Agency. 8. INSURANCE:Within ten (10) days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury - $250,000 each person, $500,000 each occurrence; Property Damage -$300,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. � 9. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non resident bidder unless the '� nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder a by the same amount that a Texas resident bidder would be required to underbid � si-2 � �.=J �� i� �� 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 this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order � for its bid to meet specifications. The failure of a nonresident contractor to-do so will automatically disqualify that bidder. � � � �� iJ � � �� J 10. MINORITY AND WOMEN B JSINES��{ FNTFI�P��S: In accord with City of Fort c�anaencle�Y � �. � �nan� �V�. /3�f7/ Worth Ordinance No. 11923, the City of Fo�t Wo�th has goa� for the par�icipation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATENIENT shall render the bid non-responsive. In addition, the bidder shall submit the MBE/WBE iJTILIZATION FORM, PRIlVIE CONTRACTOR WAIVER FORM and/or the GOOD FATI� EFFORT FORM ("Documentation") as appropriate. The Docurnentation must be received no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documenta- tion was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresen- ta.tion) 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 �rdinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being SI-3 � determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. D11. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The � City reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date bids are opened. The award of contract, if made, will be within forty-nine (49) days after the opening � of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. iJ a' � � J 12. PAYMENT:The Contractor will receive full payment (minus 5% retain age) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. 13. ADDENDA: Bidders are responsible for obtaining all addenda to the co�itract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at (817) 871-7910. Bids that do not acknowledge all applicable � 14. � � addenda may be rejected as non-responsive. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. � Workers Compensation Insurance Coverage Definitions: ;`� 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. � � � �I � 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. 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, SI-4 � � !J �� , �� ;, � J without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, � providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. b. The contractor shall provided 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 to 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. � il � � �+ �) f. The contractor shall retain all required certifi�;ates of coverage for the duration of the project and for one year thereafter. � g. The contractor shall notify the governmertal entity in writing by certified mail or personal delivery, within ten (10) days af�er 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. I I SI-5 � i� I� �� iJ h. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, infornung 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 statu- tory 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, foi tf�e duration of � � �, J �J the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing e�ctension 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 ,..ti (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 certifica.te 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 SI-6 J � � � � � � � � � J iJ � � !1 � � � •, i] � (7) contractually require �ach 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. j. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil k. penalties or other civil actions. The contractor's failure to comply with any of these provisions is a bx�ach-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. B. The contractor sha11 post a notice on each project site infonning all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Cominission 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 te�ct, without any additional words or changes: "REQUIRED WORKER'S COMI'ENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". sz-7 � �� statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, or employees, � or persons acting on their behalf, shall specify, in solicitations or ad�ertisements 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 N plan or statutory requirement. � � � 17. � � � � Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City ha.rmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. DI5CRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it 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 current employees of Contractor. Contractor wanants 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 against City arising out of Contractor's alleged failure to comply with the above-referenced laws concerning disability discrimination in the performance of this Contract. �Revised March 15, 1996 � ,�:,�.,�, � � 15. NON DISCRIMINATION: The Contractor shall not discriminate against any person or persons because of sex, race, religion, color, or natio�al origin and shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29), prohibiting discrimination in employment practices. 16. AGE DISCRIMINATION: In accordance with the pol}cy ("Policy") of the Executive Branch of the federal government, Contractor covenants that neither it nor ariy of its officers, members, agents, or employees, will engage 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 SI-8 � � � � � � � � � � � �) � J � � ■l #J � � � PART B PROPOSAL ClTY OF FORT WORTH MNVBE POLICY J � '� � � D � Part B PROPOSAL TO:Mr. Bob Terrell City Manager Fort Worth, Texas PAVING AND DRAINAGE IMPROVEMENTS FOR SCHWARTZ AVENUE DFrom N.E. 28th Street to 33`d Street D.O.E. Project No: 285 � UNIT 11 (SECTION A, & B) - PAVING AND DRAINAGE, AND MULTIPLE BOX CULVERTIMPROVEMENTS �T&PW Project No: GS11-020110402810 I � 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 fully 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. 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 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: I� � � � � � � D � � � � D J � � � � ;.! � � � � J J � UNIT II (SECTION Al - Pavin� and Draina�e Imnrovements SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID IJNIT TOTAL ITEM ITEM OUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items.) S.P. 1 A-II 2 Each Proj ect Designation Sign nu, Dollars Cents per Each $ �Oa`� $ 70Q.�0 104 2A-II 1,540 LF S.P. 104 3A-II 6,772 SF S.P. 104 4A-II 4 Each S.P. 102 SA-II 42 Each S.P. 102 6A-II 13 Each S.P. 102 7A-II 3 Each S.P. 102 8A-II 1 LS S.P. 106 9A-II 5,600 CY S.P. S.P. l0A-II 500 LF Remove Curb and Gutter (a� , Dollars Cents per LF $ 2, �$�, 6q(�.�o Remove Concrete Sidewalk and Driveway (�a, Dollars Cents per SF $ � . d� $ ��- �- Remove Existing 10' Inlet ' (a�, Dollars ` Cents per Each $ Qa� �� $ �'6�--�' Adjust Water Meter Boxes (c� Fiftv Dollars No Cents per Each $ 50.00 $ 2100.00 Adjust Water Valves to Grade (a� Two Hundred Dollars No Cents per Each $ 200.00 $ 2600.00 Adjust Manhole to Grade (cr�, Two Hundred Fiftv Dollars No Cents per Each $ 250.00 $ 750.00 Utility Adjustments (a� Five Thousand I Dollars No �Cents per LS $ 5,000.00 '$ 5,000.00 Unclassified Street Exc�avation (�a, Dollars -�s po � Cents per CY $ 7— $�,3,��." . 6" Pipe Subdrain (a� Dollars p� Cents per LF $ ib,�� - $��Q�a � ; UNIT II (SECTION Al - Pavin� and Draina�e Imnrovements SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM OUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items.) 214 11A-II 16,050 SY 6" Cement Stabilization nu, S.P. Dollars Cents per SY $� 3d $�� 214 12A-II 180 Ton Cement (a� S.P. Dollars Cents per Ton $] Q� :p $�� OCD,� 314 13A-II 15,670 SY 6" Reinforced Concrete Pavement S.P. (�a, Dollars Cents per SY $ S.P 314 S.P. 312 S.P. 312 S.P. 14A-II 22,750 LF Silicon Joint Sealant na, 15A-II 6,530 LF 7" Concrete Curb na, Dollars Cents per LF $ iS.�" $ 9 ' $O ,. �Q $��•oe? Dollars �O bo Cents per LF $ � . ---- $� 16A-II 305 TONS 6" HMAC Paving Transition (a� Dollars � Cents per TON $ ,��',� $�1�0. 17A-II 6.5 TONS 2" HMAC Driveway Transition (a� Dollars Cents per TON $ �%�.� $ �-� � 208 18A-II 200 SY 6" Crushed Stone for Driveway S.P. na, Dollars q� Cents per SY $�� $ �, 504 S.P. 504 S.P. 19A-II 13,390 SF Concrete Driveway� Dollars 0 ��o Cents per SF $ �.? $ �".I. � 20A-II 4,250 SF 4" Concrete Sidewalk / Wheel Chair Ramps (a� Dollars ,Jp �� Cents per SF $ �. $�� : D D D � a D � � D a � � D � D D � D D UNIT II (SECTION Al - Pavin� and Draina�e Imnrovements SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM OUANTITY PRICES WRITTEN 1N WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items.) 516 21A-II 45 SF Concrete Steps na, S.P. Dollars Cents per SF $ ��.� $� 444 S.P. 402 S.P. 440 S.P. 22A-II 4 Each 23A-II 60 CY 24A-II 63 LF 10' Curb Inlet (�a, Dollaxs Cents per Each $�,3��,�� $�,��.� Trench Excavation & Backfill for Storm Drain n, Dollars Cents per CY $ �� ' $� 24" RCP (Class IIn (a� 440 25A-II 36 LF 27" RCP (Class IIn (�a, S.P. S.P. 26A-II 10 Each Traffic Delineator n, Top Soil (a�, Eleven No Erosion Control c(�, Dollars Cents per Each $ � ZtQ., �' $��.� 116 27A-II 100 SY S.P. S.P. 28A-II 1 LS S.P. 29A-II 11,400 SY S.P. 30A-II 10 CY Dollars Q Cents per LF $ I Q. �o $� �. � Dollars Cents per LF $�� $ �.�� Dollars Cents per SY $ 11.00 $ 1100.00 Dollars Cents per LS $�, j(�U.� B,�QC� �� Cellulose Fiber Mulch na, Dollars � �a Cents per SY $ �. $ ��i�. � , Furnish and Install Washed Gravel (a� Dollars dd Cents per CY $�°� $�� : UNIT II (SECTION Al - Pavin� and Draina�e Imnrovements SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM OUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items.) S.P. 31A-II 99 LF Trench Safety (�a, 406 S.P. 312 S.P. 514 S.P. 32A-II 60 LF Dollars � Cents per LF $ �`.�� $ ��.� 6' Wide x 6" Thick Concrete Cap (a� Dollars Cents per LF $�� $�� 33A-II 40 TONS 8" HMAC Pavement (a� Dollars � �, � Cents per TON $ �?l�J� $�,��►•`� 34A-II 86 LF Reinforced Concrete Header(cr�, Dollars Cents per LF $ ,�� $ ,,��zi �' a S.P. 35A-II 40 LF 24" Stop Bar per TxDOT Item 666 (a� Dollars Cents per LF $ � $ ��. �b S.P. 36A-II 2 Each Crossbuck Sign (TxDOT R15-1 Assembly) (� Dollars �,� , Cents per Each $ �,�11.�� $�� S.P. 37A-II 1 LS Railroad Insurance (�a, Dollars � L,v Cents per LS $ ��'�$ �,��C�:`— r UNIT II (SECTION A) PAVING AND DRAINAGE IMPROVEMENTS SUB-TOTAL AMOUNT BID �a ��; $ `_" I• � � � � � � � � � � � � � � � UNIT II (SECTION B) - Multiale Box Culvert Improvements SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM OUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items.) 100 1 B-II 1 LS S.P. 434 2B-II 250 LF S.P. 506 3B-II 75 LF S.P. S.P. 4B-II 3,700 SY 418 6B-II 282 SY S.P. Remove Existing Concrete Culvert �, Dollars Cents per LS $�y�� $ ��►�.v� , Type C301 Comb. Rail (�a, Dollars Cents per LF $�. U� $� i��, � Metal Beam Guard Fence (c� Dollars 7 Cents per LF $ ,?j��b � $ �'�hJJ�=� , Cellulose Fiber Mulch Seeding (a� Dollars pa Cents per SY $ �.'� 5$�;��5•r � 6" Thick Reinf. Concrete Riprap na, Dollars Cents per SY $ ��.�U $ �� Q.- S.P. 7B-II 1 LS Erosion Control (�a, 110 S.P. 406 S.P. : C 1 :11 � ` 9a.B-II 60 LF Dollars r,f� Cents per LS $ 7 VV�� $� ��.� , Unclassified Channel Excavation (a� Dollars p� Cents per CY $ �.�� $ �D,��,— � 9 BBL 10'x6' Pre-Cast MBC with 4 parallel Wingwalls (a� Dollars Cents per LF $ �,��$� (� UNIT II (SECTION B) MULTIPLE BOX CULVERT IMPROVEMENTS ALTERNATEI PRE-CAST (ITEM 9a.B-II) SUB-TOTAL AMOUNT BID /. �, i'� $ �� C7r"�� O� � ;+ � : UNIT II (SECTION Bl - Multiale Box Culvert Imnrovements SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM OUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items.) 406 9b.B-II 60 LF 9 BBL 10'x6' Cast-in-Place MBC with S.P. 4 parallel Wingwalls (a� Dollars Cents per LF $��5-� � l� � UNIT II (SECTION B) MULTIPLE BOX CULVERT IMPROVEMENTS ALTERNATE 2 CAST-IN-PLACE (ITEM 9b.B-II) SUB-TOTAL AMOUNT BID %/�� x:�,� �.`�. �� 16�,.J3c�eo�'_ � � ► , �, / : . . BID SUMMARY n � UNIT II (SECTION A & B) SECTION A- PAVING AND DRAINAGE IMPROVEMENTS �- . � � 4„ � w L,_ � � ' ' 1 ' � � SECTION B- MULTIPLE BOX CULVERT IMPROVEMENTS ALTERNATE 1 - PRE-CAST ALTERNATE 2 - CAST-IN-PLACE SUB-TOTAL $��.�0 SUB-TOTAL $_��► �J. � .� S�`�s e / �! �—�-- �� SUB-TOTAL $ � I . UNIT II - TOTAL - ALTERNATE 1$ (SECTION A & B1) UNIT II — TOTAL — ALTERNATE 2$ (SECTION A & B2) G� .� G �� J O � ,� ° � � NOTE - For bid to be considered "Responsive", contractor must complete bids for all units, sections, and alternates. : � �� sl � Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this Contract. The attached bid security in the amount of 5% is to become t he prope rty o f t he Ci t y o f Fo rt Wo rt h, Texas, in t he even t t he con tract an d bon d or bon ds are not executed and delivered within the time above set forth as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has 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. � !J � 11 � � The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 100 workin� days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: � Addendum No. 1 l��,' (� � � � J Addendum No. 2 Addendum No. 3 . � Respectfully submitted, `'/C�� I,/�.� � �-L, �-i�v3 , � NS7- �� By �'�.�� z-� �.� �.,� Title z . p. Cy. 6i�X 46�0 Gngr WO�tYH, TEXAS 76t6.4 Address (SEAL) If Bidder is Corporation Date: �� % - END OF PROPOSAL - . . city of Fort wortn Minority and Women Business Enterprise Specifications _ � � � � � SPECIAL INSTR�ICTIONS FOR BIDDERS APPLICATION OF POLICY is'. :,applicable. If the total dallar� 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. � �l[/WBE PR�JECT GO I� . The City's MBE/V1/BE goal on this project is 27 % of the base bid value of the contract. � COMPLIANCE TO BID SPECIFICATIONS � On Ciiy 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: r 1. Meet or exceed the above stated M/WBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. a� � !* ..� � � � C SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. M/WBE UtilizaGon Form: 2. Prime Contractor Waiver FoRn: 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., flve (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. '' ' CONSIDERED NO � $ULT IN THE BID BEING � � �� ,. , , , L�.RE PECIF�CATfONS. FAILURE TO COMPLY WITH THE CITY'S � N R SPONSIYE TQ S,, ,, Any questions, please contact the M/WBE Office at (817) 871-6104. Rev. 6/2/98 IJ � cit of Fort worth Minority and Women �usiness Enterprise Specifications � MBE/WBE UTILIZATION r Gt/ �f Gri //+.�w �...� ..r.K.. ✓.. /y i, i 95' S PRIME COMPANY NAME BID DATE Si%. �,€ /9ae�� Sii - ot o /io 46 �re3io PROJECT NAME PROJECT NUMBER �'" � CI'TY'S M/WBE PROJECT GOAL: 2? � I M/WBE PERCENTAGE ACHIEVED: ATTACHMENT 1A Page 1 of 2 �Failure to complete this.form, in its entiretywith supporting documentation; and received:by the':Managing Department on or before 5:00 p.m. five.(5) City business d.ays affer btd'opening, exctusive-of bid opening date, wlllresult,in the bid being considered non-responsive to bid'specificatians. r- __ _ _ The undersigned k�.idder agrees fo enter info a formal agreement with the MBE and/or WBE:firms'for work listed in this �schedule,, conditluned ,upon execution of a_cont�-act with the City ,of Fort Worth. The' intentional and/or knowing misrepresenfation ofnfacts:is grounds-for consideration"of,ciisqualifacatipn and vvitl=result in the: bid being considered �, non-responsive to speci�cation"s.; � �; -Company Name, Contact Name, Certified ' Specify �lLContracting ,Specify �! ltems to be ' Da�IlarAmount �� Address, and Telephone No. Scope of Wark (*� Supplied�*) ,�r. a F i �:. �Qo va'i�= o - n� . ,Z �,�`; , hvc T.w�E� %l�ir. .�ii wi.�e.. �ia.�'✓r r.r � 17'AdG�. �'..a . �Y.. Tm.ry .awf � � � ✓ ✓ �;.,� ��/.�5 �y... / �y''�"'G-c 7 �%(ij DC�La Ct ��,2�LL►� g` �' > M/WBEs must be:Iocated in the 9(ni�e) county marketplace or cumently doing business In the marketplace aYthe time of'bld. � ��('j Speclfy all areas In whlch MWBE's are to be utitlzed and/o� ifems to be supplled: � (') A complete Ilsting of ltems to'be supplled is requlred;ln order to recelve credtttoward the M/WBE gaaL � _ �, (") Identlfy each Tler level. Tier: Means the level ofsu6contracting below the pMme contractor/consultant, l:e., a dtrect payment � r„ I - �� from the prlme contractor to a subcontractor 1s constdered 1d tter, a payment by a subcontractor to y . its supplier is constdered 2id tler. tJ THIS FORM MUST BE RECENED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Pages 1 and 2 of Attachment 1A must be recelved by the Managing Department Rev. 6/2/98 ATTACHMENT 1A Page 2 of 2 � .,, cit of Fort wortn Minority and Women �usiness Enterprise Specifications JVIBE/WBE UTILIZATION I-Company Name, Con#act Name, Ce`rtified. Speclfy BILCantractfng Specify AI1ltems to be � Dollar Amaunt Address, and 7elephone No. . � 5cope of Work �*j 5upplied(*} ,�_-� � �Q �£ � rn � ' � �,� ' _ , Z ,. . ; _ - � -- . , - � �,.The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/o� examination of any books, records and files held by their company that �will substantiate the actual work performed by the MBE(s) andlor WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and fo� 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. ALL MBEs and B�s MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD � �� V�.1,�� 1 �1 �� ►�,� _..Authoci=,ed Signature Printed Signature f:://�� l D rl� j� s'.,�� Title Contact Name and Title (if different) l�t/ �G!/. �/, sas.w �,��! . � . �rYi�J� �.Z� - ,�Z�3/ �Company Name Telephone Number (s) fb de �t �fta �Address � �Gr/� � T x �tt �City/State2ip Code C�'�� -dZ6-c�3S Fax Number ..C.ly, i i999 Date �' THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FNE (5) CITY 6U�lfvGSS CFY:: P.�TER BIJ OPENING, EXCLUSIVE OF THE BID OPENING DATE �sv. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department ATTACHMENT 1B Page 1 of 1 city of Fort worth Minority and Women 6usiness Enterprise Specifications .� � � � � L r Prime Contractor Waiver Prime Company Name Bid Opening Date Project Name Project Number If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed expianation provided, if appiicable. If the answer to either question is NO, then you m s complete ATTACHMENT 1C. This form is only appiicabie if both answers are yes. Will you perform this entire contract without suppliers? Yes No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. The bidder further agrees to provide, directly to the City upon request, complete and accurate r,,,, information regarding actual work performed by all subcontractors, incfuding MBE(s) and/or WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) � and/or WBE (s) 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 by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds � for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action unde� 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. � Authorized Signature �. Title � Company Name � � Address Authorized Signature � � Printed Signature Contact Name (if different) Contact Telephone Number (s) Fax Number Company Name Rev. 6/2/98 Will you perform this entire contract without subcontractors? Yes No If yes, please provide a detailed expianation that proves based on the size and scope of this project, this is your norma! business practice and provide an operational profile of your business. ATTACHMENT 1C Page 1 of 3 city of Fort wortn � Minority and Women Business Enterprise � GOOD FAITH EFFORT �T/./f G� //.w.....r �+sr�_ T.+�. .�.L � /. �999 Prime Company Name Bid Date ,,,�u..r�� A..•.�.� Project Name cs��-azo��o �z��o Project Number IIf you have failed :to secure M1VI16E participa#ion and you have subcontracting and/or supplier opportunities or if� ydur MIVIIBE participation is less fhan the City's project goal,-you must complete this fornn. 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 doc�mentation 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 L knowing misrepresentation the facts or intentional discrimination by the bidder. R Failure ta comple�e this fbrm, in i#s entirety with supporting documentation, and ceceived: by the � � Managing Department on or b'efore 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-r�sponsive:to bid specifications. w � � v � t � � � 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF FI MS which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non- MNVBE. (Use additional sheets, if necessary) List of: Subcontractina Oonortunities �z�uv�. ��.�..�iB.••o `a.G List of: Suoplier Onoortunities /,l,,.VI �r ,�.,cs��v G,�.�--��l�d � "-^C/IN �Qfa/� �'�'Sp�/1r� !i(�IU'ih f.=6, i�., .E.�aGt../.,.� /aw�•.!/tl...�.4.g�r/ .,'�.�.7. /.f� �..t..�G.r G..,�.Q ••C �.,..<<..�,.,. /l-� ,�.y.�C..l-rp� .. / �i/1C1►o� �i...��/.1ei �.(�.�/Ffv�o%r - ,5�.��►: � �i�� Rev. 6/2/98 � .- � � � � � � 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. ✓Yes No Date of Listing dS ! o` l q4 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? ✓Yes /�►�..•%� If yes, attach M/WBE mail listing to include name of firm and address and a a ed No G��,�q9 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? '�Yes � �'�'r No G/i4/9S G/i�/99 If yes, attach list to include name of M/VNBE firm, ep rson contacted, phone number and da e and im of contact. NOTE: A facsimile may be used to complywith either 3 or'4, but may no# 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: !f a`SIC'list of M/WBE'is ten`or tess,,the bidder must contact the entire list:to be in compliance with � quesiions'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. _. � 1�^ ... 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? �Yes No —� 6.) If MNVBE bids were received and rejected, you must: (1) List the MIWBE 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.) �,,, (P/ease use addltlonal sheets, If necessary, and attach.) , Company Name Telephone Contact Person Scope of Work Reason for �^ � � ( �. /�'.i�o�l�/ l�,.r \ � r � Re,�ection Rev. 6/2/98 � � ATTACHMENT 1 C Page 3 of 3 f1DDITIONAL INFORMATION: � � a � � � � � � � � � r � � � L Please provide additional information you feel will further explain your good and honest efforts to obtain M/VIIBE 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 o�cer or employee of the City. Any intentional and/or 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 1 C will be contacted and the reasons for not using them will be verified by the City's MIVVBE O�ce. , '� � �- � �D.�G?-� I�,r� �-��i%�� Authorized Signature � Printed Signature � �- s � Title Contact Name and Title (if different) Lt/ /Eit/.�/.+o�.�wcr �'�v�!, .�?sc. Company Name ��i�)- G2 L -�Z8/ Telephone Number(s) �O rS��X 4.GZo Address FElr/�� T,��a ��`4 City/State2ip �f�i7J ,�26-oc 3S Fax Number �L. � i i 999 Date `�ex. S/2/98 J � J J � � �, � � � J J � �� PREVAILING WAGE RATES � a D � CLASSIFICATION �] �� J � sJ � �] J �] � � � � � � Air Tool Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Carpenter Concrete Finisher (Paving) Concrete Finisher (Stiuciures) Concrete Rubber Electrician Flagger . Form Builder (Structures) Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Painter (Structures) Pipelayer Blaster PREVAILING WAGE RATES CITY OF FORT WORTH • • HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 1999 RATE POWER EOUIPMENT OPERATORS Asphalt Distributor Operator Asphalt Paving Machine Broom or Sweeper Operator Bulldozer Concrete Curing Machine Concrete Finishing Machine Concrete Paving Joint Machine Concrete Paving Joint Sealer Concrete Paving Saw Concrete Paving Spreader Slipform Machine Operator 9804400 Specs 0499_DO.doc $9.04 $9.55 $8.80 $11.51 $10.30 $10.50 $9.83 $8.84 $1537 $7.55 $9.83 $9.00 $9.24 $9.09 $7.32 $8.94 $12.68 $10.17 $9.41 $11.00 $8.98 $11.50 $10.29 $1030 $8.72 $10.74 $9.25 $11.13 $10.42 $9.00 $1039 $ t 0.50 $9.92 CLASSIFICATION Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Foundation Drill Operator (Crawler Mounted) Foundarion Drill Operator (Truck Mounted) Front End Loader Milling Machine Operator Mixer Motor Grader Operator (Fine Grade) Motor Grader Operator Pavement Marking Machine Roller, Steel Wheel (Plant-Mix Pavements) Roller, Steel Wheel (Other Flatwheel or Tamping) Roller, Pneumatic Self-Propelled Scraper Scraper Tractor - Cra.wler Type Tractor - Pneumatic Traveling Mixer Wagon-Drill, Boring Machine Reinforcing Steel Setter (Paving) Reinforcing Steel Setter (Structures) Steel Worker - Structural Spreader Box Operator Work Zone Barricade Truck Driver - Single Axle (Light) Truck Driver - Singie Axle (Heary) Truck Driver - Tandem Axle (Semi-Trailer) Truck Driver - Lowboy/Float Truck Driver - Transit Mix Truck Driver - Winch Vibrator Operator - Hand Type Welder "�1)-- RATE $11.04 $10.00 $11.83 $9.96 $8.62 $1030 $11.97 $10.96 $7.32 $9.06 $8.59 $8.48 $9.63 $10.58 $9.15 $8.83 $12.00 $13.21 $1331 $14.80 $10.00 $7.32 $8.965 $9.02 $8.77 $10.44 $9.47 $9.00 $7.32 $11.57 �] �� 1 � � �1 _. ' �� , _, �I � � J � � � � � � � � � � � � � VENDOR COMPLIANCE TO STATE LAW � L�1 � l!'. l! n � L�J Non-resident vendors in � A. L■J I■ �I The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a contract as a low bidder, non-resident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the state of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. VENDOR COMPLIANCE TO STATE LAW (give state), our principa! piace of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), our principal place of business are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. � Bidder: �l l�cJ�u— 1i�.1��« � ,�—� 5 ��v5� Company � W�T p,Q ` BOX 4620�. INC• Addre�R� W-oRYw, . . a � City/State/Zip � � �,Cp C� �(,I A.L-T�,�, � . �jC.I /L L /!q- I'YL�J By (Please Print) � �%G1'll�� LGt'�/��c-- .�'c'�l.v.�+ Signature l�r�--� ��ry Title (Please Print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION I�J � � I� �� I �J CI L�J � ACORD � i :�� :{•v: � : .. , � �r �;•n.....; ..; x� ' � ; c4:oawxmcsx�axerxts:v.:wx,,.+w.w:;,ix:�hSSrri '�v'�'iuwu':•:i::sla:%'t �RODUCER MIKE BRISCOE INSURANCE 2601 AIRPORT FREEWAY SUITE 400 FORT WORTH, TX 76112 INSURED � ... , .� v ��.�. J{r ,�.��/�JJ"�f� ^,�yk. fa,�.�:�s�,r,�+o144y.� fi{..("/JJ �� i�,, . y. tfyf{u.�H }'r�'�7tryy�t yFk.t. .. o... , v.., , ..... _ . . . y ..,H � ' .:�. 'X+ t � • �{ ; >. i t w + .;+<,�w+.,Sy'":.+{,4�,•� ,�t,f} Ft`��li DATE,(M6WD/Y1Q :xz ,..^:..<; . : . . :: . . . ;., .,.,,.. , . . . .. ; . .; ng. ^:{:, i ., :� . : :.. E .•• • v,;f,,. •,,..•C•�:+.:.�««� •.'"�;�;':?4�.•:' �'i ,•f�... .v.�� . .� .r.r, . .t . ..:n9*:+:.:....r. .... ..•: . .: • . � .+.��. . �...� :. •. .. .: ::: � . ? ;. i '� � •..�:.::.6.. .2•. �{...�}. �......�. . y . .. ..�� . :'t• : r::..n.. ..�. :}�.vv:x::•:x.... ..........�. �� :. .� . .. .jvi+r,LN:�i.h�...M.v..:.;nn.� ... ...:... ... ... ..... ur;r:v:.{.........n.nvv i r}::.. ::. ...u•.rw�....t.. ........... . .h: :. p,�•,6•f,�:,4.,:?+.`•, fr't �:..,:.a +'�:>v_./ts3 �u .5 `.. y.t'S?+c+t.t,.� {t� ,,.��,.�:« >.<-�...,x,::. .,. . 0 9 2 9 9 8 . THIS CEH1lIFICATE IS ISSUE�D AS A��F� OF INFORMATION Hl ( 817 - S 31- 3 8 7 7) ONLY AND CONFERS NO RIGFiTS UPON THE CER'T'IFICATE HOLDER. THIS CERTIFICA7E DOES NOT AMEND, EXTEND OR ( 817 - 8 31- 3115 ) ALTEq THE COVERAGE AFFORDE� BY THE POLICIES BELOW. I COMPANIES AFFORDING COVERAGE M.E.BURNS CONSTRUCTION,INC. ATTN:MARVIN BURNS P.O.BOX 11678 FORT WORTH, TX 76110-0678 � aex�wu. w►ewn A X coMnneaau o��wu. w�eiunr A9 8AG 0 5 4 0 0 EW CWMS MADE Q OCCUR OWNER'S & CONTRACTOR'S PROT � X XCU X 1996 ISO FORM AUTOMOBILE LIA0IUTY ' � � B ANYAUTO DSSB4203408 ALL OWNED AUT03 X SCHEDULED AUT0.S , X HIRED AUTOS � X NON-0WNEDAUTOS I (UMOE UABW7Y � ANY AUTO � OCCESS UABIUTY , C�UMBRELLA FORM iJM03 0 0 2 0 51 OiHER THAN UMBRELU FORM WORKERS COMPENSATION AND Q D E""PLO1��UAB1�' WC4012850939 rHe PAoawerow g i� PARTNERS/D�CUTNE OFFICERS ARE: IXCL � OT}IER X EQUIUPMENT ADMIRAL INS.CO. $1,000.00 DED. �� I J �� DESCRIPTION OF OPERATIONS/LOCATtONSNEHICLES/SPECUIL ITEM3 FAX #i817)626-0635 I COMPANY a ADMIRAL INSURANCE COMPANY I COMPANY e OLD AMERICAN COUNTY MUTUAL FIRE INS. I COMPANY C INTERSTATE FIRE & CASUALTY COMPANY ICOMPANY ALLIANCE INSURANCE COMPANY � OENERAL A6OREGATE I s 2, 0 0 0. 0 0 10/O1/98 ZO��.9�99 IP�OUCTS•COMP/OPAGO s 2, 000, 00 I P�soNr� a Aov INJUar E 1, O O O, O O I�CH OCCURRENCE i]. , O O O, O O I FIRE DAMAGE (Any one Ilre) S � rj �, � 0 � MED EXP (Any one person) � S rj , � � 10 / 01 / 9 8 10 / O 1/ 9 9 ��MBINED SINCiLE UMIT I s 1, 0 0 0, 0 2� � . BODILY INJURY f (Per person) BODILY INJURY a � (Per axidenq PROPERTYpAMAGE S I AUTO ONLY • EA ACCIDENT I f � � OTHER THAN AUTO ONLY: � I EACH ACCIDENT I3 � AC3CiFiEGATE � i • I�CH OCCURRENCE I S 2, O O O, O O 10/O1/98 10/O1/99 AG(3REGATE �S 2, ��, �Q �{ S X I TORYSLIMITS I ��ER . . . .. 10/O1/98 10/O1/99 ELEACHACCIDENT �i 5��, �� ' I EL DISERSE • POLJCY UMIT I i 5 O O, O O I EL DISEASE • EA EMPLOYEE I i S O O, O O C 07/06/98 07/06/99 ACTUAL CASH VALUE �#� { L��} a{•;:.,�;,d..;�y.;;�..,, � .,;#>xS�•i'rii�ir.vWrr�ni..��F•,,�;�,,�.,„�,�,;,..,;..f,.::..�..:.;.,.. p... .:::<?�:: . . ,, w.4..`v`. ,�t...,,.,. �: �G �7�%F�117Pi�1�l�V.��r 3� �!//�i't:;i,+rr,.:.;11.....!:.:t:{..::i:.;�f r i.i�.1� +yyM•f ..... :'+Y�Xv.,dpV4i,h t' �� hy1 M1,Y,sy+•• "i,9�.:%'•:;� i'•�s o�•i.'`i:d1 ; . . ; . . . ,.,. � . :�,x.,v,, ��.,��.,.,,w.�.�!t!'a;:•,::�•� ••!c��:, n axw.:r,.u� .. ,;'•...., r n::•.:a,.:t::.:..:. %, R? �7R�i17��'i�i�Ml4�R3:�;;:�::'.'•:`•:��f::.>::.: Juxil�(,.�f/ilii1�{��%ndAi/ll)' � ,::�K�?'.i:.;�;•:.'•.;:•'.::,{�,�i,,:);•:::;¢•`';i::i7 . :n3}:•:� }n^nv....:v::wx:::r:nw::.iti'vi:? } M1L} :: -'?::::::.v.x......n.::::.w:.v:.w:.4.h:.�.�.v:�.vr::: • ;•};r, { ii:2::: v. :...:: •::i:::ii: • •ry::::}wv>:: - SHOULD ANY OF THE ABOVE DESCRIBED POl1CIES BE CANCELLED BEFORE THE . E7(PIRATION DATE THEREOF, TNE ISSUINO COMPANY WILL ENDEAVOR TO MAIL � WALT WILLIAMS ],.Q_ DAY9 WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO TME LEFT, P. O. BOX 4 6 2 0 BUT FAILURE TO MAII SUCH NOTICE SHALL IGPOSE NO OBU(i11T10N OR UAEILITY FORT WORTH� TX 76164 OF ANY KIND UPON THE CONJPAN/I��I�B REPRESENTATIVES. AUTHOFiIZED REPRESENTATiVE �,-.wA.x..w.N....:,,k,..�...,,: , .......�......,.,,u.,...,._...,_.....,.,_.._............ .................... ........ -- - . . . . .....-..... ................r........�...:.�..,..:.- -. - q5.,.ri.,r.%.Yir.%tii.:{:w...___.{.:`riY.:�S:{:�::4„'r,:Si:.�.}..{..__�. .:':•<::ti^:�S.�i.ti.�::2; IS TO CERTIPY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR 1'HE POLICY PERIOD INDICATEO, NOTWITHSTANDINCi ANY REQUIREMENT, TERM OR CONDRION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJEC7 TO ALL THE TERMS, IXCLUSION3 AND CONDITIONS OF SUCH POLICIES. LIMI7S SHOWN MAY HAVE BEEN REDUCED BY PA�D CLAIMS. � TYPE OF INSURANCE POUCY NUMBER POLICY EFFEC7IVE POUCY IXPIMTION V ut� UwIE (MM/D�Mry OATE (61M/pOMf) I � .::.}.::..::.::::.::�..::.:::.::.:::.:::......:.:..::.:::.::� :.::..::.:::.::.. .......... :.::.:.::...,.. _ .....:..:..:.. ........t.................. :.:x .�:::,. „ .� . .. n:.:.:..,.:.�w::.:.::.:::. . 7:{:::::x / •'.}•\::. nv:x.�::::::::.v:::nv:::::n( ..................... . . .*.: n ..... .. . . . ::::.:v..: {:.; :.; :iY:;Y}.i iS�':�ifi' :�.i5� :+ «...?'..f...f/f.•.../....f.✓///.•//f././/.J�.s..�..f.o.o.......,....�.. ,x. .:::.,.,... ::...:..:........,...,:.;.;� ;n; .•.;.. ., .. . {� ... 'f. . ,� v.n�..n:. };..Y,.6:Nn'::S?:";'G''u'ni%:'r,.;x:wn;pniv:n'r.ti....;;;f.�r , J,...;�w:.i:�i�ii:::;:<�:Gfu:::i::i'{•.:::.,v,vi{::ti^ii_'C.:i•: }ti ... , • a,. .r •%;.: . ••: ` ��/ <. t••;•;.;;•.:;.z::?�::::s:: �• DATE IMM/DD/YVI :2: '<R.f .. � ..: .. .. y � . . ., .;• :., :: ";>•: '•: : ';'} i{ :' �■ $R'R^:>.ii:Y:4,v'+:'.i:'n\:.w•n.•ry•w:Y+. D . .< : <: :: •::: c;.. ? :::.:::..::..:::...�:....t. : ACOR $}}:5:�.+}:•:?�i:+ 7 30 99 ..,::.;,< . ::::.:.: .,:::: •: � .:•: •::> •> ... ;. .; . .:�: . .,;.. • .:: .;: . . : �.rc� ` ? ��`<%� :#i:i�� `> ��J�::s>'��,:`:>:::>::;::;;>: / / :,: � r .:.r••: ■?� � ^i'.•�.i i:� ♦ ...Q�. �9:+^""�T4.....r. ...��.. ...hn .v{r. n .�. � �...u....., .�.k. i:. S•. ... .��. .r �:+ 5 �S:�i:•i �. :. :...•::. .: �'r ••� ...Tv:..Y 4 .ti:iti:,v'::}yi`.i'n:�:<:�i� i}}"• .n��.. ...� .. �k�i�.::4..�. :.Y:}%•:.l•n•.v�.vv3:$Yi:'i>.•:x�:...i:rr:::::xi:4:::.....�. ..4� .:::............ . .n{.... • 'yi� �:: �v:..n:::.:.:•.:::..�:.:.: x:.}••w'4:: •'v'::u':ii•.�.'.:.v.rvY:::N•i �'•�:•:}t•:•.v::^;f;:::::.{:i��/.�::. $;: ... •:i:}iiii'r}..nn....n......nnr...{+.v..yr\.�....i�.......n..1...�i:�::i::........F.v:j:.:in:.4...v.r.....:....�::::. { r.....� • :.. :... .:: ....\.................. ...a....................................................... ::v.... <} ^i PRODUC9t 214-979-2440 THIS CER7IFICATE IS ISSUED AS A MATTER OF INFORMATION � Wm. Rigg Co. ONLY AND CONFERS NO RIGHTS UPON THE CER7IFICATE HOLDER. THIS CERTIFICA7E DOES NOT AMEND, EX7EN0 OR AL7EH THE COVERAGE AFFORDED BY THE POLICIES BELOW. 750 N. St. Paul, S#1900 COMPANIES AFFORDING COVERAGE � Dallas, Texas 75201 WSURED Walt Matzner dba � Walt Matzner Excavation Co. 2733 Quinn Fort Worth TX 76105 �,I U � ,� J � � �1 l�ll COMPANY COMPANY B COMPANY C COMPANY D Maryland Casualty Assurance Co of America P.A.U.L.A. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, N07WITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, =XCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN FiEDUCED BY PAID CLAIMS. �� TYPE OP NSURANCE pOLICV NUM6Qi I DATE 1MMlDD/YY) I D TE l M/DD/YN1y I ��RS A GENERAL L►ABILITY BIND100969 7/24/99 %I24/OO I GENERAL AGGREGATE S 1000000 X COMMERCIAL GENERAL LIABILITY I PRODUCTS • COMP/OP AGG S 1000000 ',� CU�MS MADE � OCCUR I PERSONAL d ADV INJURY i 500000 OWNEfl'S a CONTRACTOR'S PROT I EACH OCCURfiENCE S 500000 I FIRE DAMAGE IAny one flre) t 300000 I MED EXP IAny one personl 1 30000 B AUTOM061LE LIAEILITY X ANY AUTO _ ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON•OWNED AUTOS OMAOE LIA6�LRY ANY A11T0 EXCEBS U1161L1TY �UMBRELLA FORM OTHER THAN UMBRELLA FORM C WORRFRS COMPENSATION AND EMPLOYERS' LIA6ILITY BIND100971 TWC4202622 THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE OFFICERS ARE: %� EXCL OTHQi �J DESCRIPfION OF OPEAATIONSILOCATIONSNEHICLES/SPECIAL ITFMS 7/24/99 7/24/OO I COMBINED SINGLE LIMIT i 500000 BODILY INJURY 5 IPer person) I BODILY INJURY I S IIPer accidentl 7/24/99 IPflOPERTY DAMAGE I S I AUTO ONLY - EA ACCIDENT I{ S I OTHER THAN AUTO ONLY: [". ._':.,."�M+..;..�.�.,.:';,,":E`: .... _. .. ... I EACH ACCIDENT I 5 AGGREGATE I S I EACH OCCUHRENCE I S I AGGREGATE I S S WCSTATU• OTH• .s��? ��..:�%;�,' %I2�}IOO X TORV I IMITS I I FR . .. ... . , . •��• .. EL EACH ACCIDENT 1 100000 I EL DISEASE - POLICY LIMIT I S 500000 I EL DISEASE - EA EMPLOYEE I S 100000 � . . �..........,.....:.....:..,........... . ......:.....,................,.... -.:- ........ - - - -..., ...* . �. ..:.:.:.. � , . . -� . r.n, , <. - • :::::...... ..... . . . ...:........:......:::5::�:f:z%':::�;x;•:+':c: � (� . � , i`i ' �: ;.. . . . :. . .: • : .. . . .....::.: .:..•:n••.•.::: : •: ...•:: •:::::::.»�>5. - .. __ _ _ _ __ ___ __ _. . - ..k:: "sy`�{�p . I . 1 . � � � n 1 n . . �ay.y.� . . ' ......... ..... ...a. ........... .. ......:.::::::: �:::::::::::::::: ::..:.:::;:.::::::::r;:•;••:•::•>:•:n'.•y..k+ �y . . .. . -. - ... .::::.........::. .... ,.:::.::.�:5•::: :.:::::.: }Z`il� �i�l�iu�rruif �.i1��uii�iijl�n iwi.. ;�.{�y.+}.y ..: .. . : . � : . ...w::.r;.'•:.,:.:.'•::•r.x.>:::�::;::oo-:�:•'.•X?as:.::r :::::::::: :::.:: ::::.::::::::::.:.:?: •.�::.:.•.>;:::::.:::�:: ... . .. , .. ..., . ...........::...�...�..:::,:::::.�::::.�::.:.:: :: •� ::::: :::.::::: �::::..:::::::::::::::: �:. �::::: . . .. . ... ...... ..... .................................................................. .. . K. iw.W.L��.1�.IMIY+::a:r::r�:::.::.::..:...:.r:;::.:a:::o-r•,�r•»:c.o::::::auox..............:....:...::,:....... . . . ..�� :....:.......... ...>............... ........... ........... .......; ;....:...:............. M.:..,!�. . . . ... . .......:.....�... ..................... .......:....:::;....:::.::::.�:::.::::::: :.:. :.{:.................•:>:i•>S>a>:::.>o-: � <!!R�[i;l;I,.A;Ily;��.:.:,n•,::::::::.,.:::::.:.o:::::::.r.•:::.,•.•r:.,•::..•:::.:>t::::,::::.:+.::.:::::.:y.::., :....:....:.:.:::...•::..w:.:a::;:...�a.:..............,..........................?.�..............r................... .... . . WALT WILLIAMS CONSTRUCTION�INC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 6E CANCELLED 6FFORE THE EXPIRATION DATE THFAEOF, THE ISSUWO COMPANY WILL- ENDEAVOR TO MAIL ATTN: DELORES �� DAYS WRITTEN NOTICE TO THE CFATIFICATE HOLOER NAMED TO THE LFFT, � 3418 N. CALHOUN , 6UT FAIWRE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUOATION Ow LIMIUTY FT. WORTH, TX 76106 OF ANY KWD UPON TNE COSu1PANY. ITS AGFNTE OH 11EPRESFNTATNE3. 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J ' � � � f�l I•I � I�J L�l � L�1 �� CI' .. .. ..... . . .. . ACORD��; �CERTIFICA� �E�{�OF.:LIABILlT,Y;1NSURANCE� 99 OATE (MAt1D01YY) ,:.,�.� ,x.3:..,.._ .:.., a,..<�r.,.:,,:. ,; : •..; i,s,.: �r.T.«a�»•=_; �.:,��::-:� • '�- OS/03/19 �RODUCER ($],]�IjS7-6]OO FAX (817)457-7246 7HIS CE�R�fIFICATE IS ISSUED AS A MATf E�t OF INFORMATION fHE SWEENEY COMPANY ONLY ANn CONFERS NO RIGHTS UPON 7HE CER7IFICATE HOLDER. tHIS CER7IFICATE DOES NOT AMEND, EX�END OR 1121 E. LoOp 820 SoUth AL7E{2 7HE COVEfUGE AFFORDED BY THE POLICIES BELOW. P 0 Box 8700 COMPANIES AFFORDING COVERAGE Fort Worth, TX 76124-0700 coMP�,,n Travelers �Prop Cas��hs Co � Attn: Ext: A wsu�o Reynolds Asphalt & Construction CO COMPANY Travelers Ind Co of America e P0 Box 370 ..__....._...__, _...__..___........_._........... ......._ . .................. ........ ._.... .. _ .. .. ... _ Euless TX 76039 COMPANY C . _. ..._...�. ... . . COMPANY D COVERAGES;�`''�'z .: , ,. � �E i� -' �� i, a '' ' r , � r `� ` , � C �•, ,. ...:; :..�_ •....�..� : .�,....,� .� ��t .. ;•li t�, r �,e.,ii . . n�....,..vnl..�..u:�.u� ..� .�..I�.L �a:..� � • ..i,,. �a.i. ,�-..., � ,,. � . THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE POR THE POLICY PERIOD INDICATED, NO'fWITHSTAN0ING ANY REOU�REMENT, TERM OR CONDf110N OF ANY CONTRACT OR OTHER DOCUMEN7 WRH RESPECT TO WHICH THIS CERTIFICATE AAAY BE ISSUED OR MAY PER7AIN, THE INSURANCE AFFORDED BY 7HE POLICIES DESCRIBED HEREIN IS SUBJECT 70 ALL TNE 7ERMS, EXCLUSIONS AND CON01710NS OF SUCH POLICIES. LIMRS SHOWN MAY HAVE BEEN REDUCED 8Y PAID CWMS. . .. ...._......_._..-----�.._......_.___---______,' _...__._�._W_._____.__.._._..._....�._..__....__-------------,.__.------...-•-....._.._...._._._. ........._......_ ..................._...._...._..... .,_. ... ___....._......._ ...._ me of p�auw�+cE i roucr Nu�reeR � roucv �crne roucr ocrua►noN i �urm LTR ' DATE�NWDDIYI� I OATE�NWDDMl) � GENERAL WBILtiY � i CaENERAL AGGREGATE t Z� OOO � OOO X COMMERCUL GENEFW. UABILITY ! j PRODUCTS - COMP/OP AGG i 2� OOO � OOO A�•_�,_ CWMSMADE X� occua��_SLS-209D0120-TLC-99 05/08/1999 OS/OS/2000 PERSONALiADVINJURY i 1,000,000 • OWNER'S i CONTRACTOR'S PROT � EACH OCCURRENCE i 1 R OOO � OOO X CONTRACTUAL � XCU , FIRE OAMAGE (My on� M) s 300 , 000 X CGZ SO3 ' . MED exP Ik+r �» w�+1 i S, OOO AUTOUOBILE LIABILlTY � COMBINED SINGLE LIMIT = i X�Y AurO � I 1 R OOO , OOO .X j ALL OYIMED AUTOS ' � I BODILY INJURY X SCHEDULEDAUTOS � f (PH��) i g 'DH-CAP-209D0064-99 OS/08/1999 ' 05/08/2000 � - � -� • X� MIRED AUTOS BODILY INJURY � X • NON-0VIMEDAUTOS � • . (P��deM) f PROPERTY DAMIIGE i GARIIGE LIABILITY , ANY AUTO • EXCESS LIABIIJTY B X UMBRELLAFORM AT-SMECUP-209D008-9 � OTHER THAN UMBREWI FORM � WORKERS COAIPENSATION AND E6IPLOYERS' LUBILITY � A THEPROPRIETOR/ X ; �� TK-UB-209D005-2-99 a PARTNERS/EXECUTNE • OFFICERS AFiE �� OTHER L�1 � � LJ lJ OS/08/1999 05/08/2000 05/08/1999 , 05/08/2000 AUTO ONLY - EA ACCIDENT i .. ',4 i '' ": : = OTHEitTHANAUTOONLY: f.,:t:c;� ��l�t.+.,:`•t�i:':i:`;'�..:s-i', EACH ACCIDENT: t r AGGREGATE i FJ1CH OCCURRENCE f ZO � OOO � OOO AGGREcnre i lO,OOO,OOO ,_ , _ . . WCSUIW ' �UIM-. .:;�.:.��xy..ri%�Fi::k:.:�_-..v� %� TORYUMITS; �R. i:%t�iG'.:�F;�..:'ov�'s.J.`:� :::.�:.' _ .. ... ...... _. . .... EL EACH ACCIDENT i SOO � OOO EL DISEASE - POLICY LIMR i SOO � OOO EL OISEASE • EA EMPLOYEE i SOO , OOO DESCRIrTtON OF O�ERAT10NS1LOCATIONSNEHICLESlS�ECIAL REIAS u ,c: � � � " CANCELLATION � � .. ; :, � . CERTIFICATE�HOkRER1:� r�� .� ,��, ,.a »._ t{rot h �„�.:',.. �..... .r , ..:: . ... �. �,��.::i� . ,..� ...... ...:. . .�w „ � 1 !:.��n.ratw: . ,,.+�.e ..0 �:....,.,_. "iF...... i�.,..,.,.:i�.�,i .. . , . �� r SHOULD ANY OF THE ABOVE OESCRIBED POUCIES BE CANCELLED EEFORE THE E7LPIRATION DATE THEREOF, THE ISSUtNG COYPANY WILL liCi�i`Xli�i� NAIL 3O DAYS WRIT[EN N0710E TO THE CERTIF�CATE HOLDER NAMED TO THE LEFT, WALT WILLIAMS CONSTRUCTION INC ��K��w�� P 0 BOX 4620 �� - 1(�i(iWtl6l�i(XXXXXXXX FT WORTN � TX %61G4 � AUTNORIZED REP EN A ACORD 26S(1/��61 .,':. ••. ,.; :;,�°� � i, :;:-.4•T. �''� ":l��,i: �r:: �� :,, . ,:,.. . � . ' Q�'U1C0 ORPORATIAN 1�se 1 � � � 'J f�l � u Client#: 22150 JOHNC DATE (MM/DD/Y1� �oDuc.��n CERTIFICATE OF LIABILIHTY INSURANCE A��ER �FONFORMATION Higginbotham & Assoc ., Inc . ONLY AND CONFERS NO RIGHTS UPON 7HE CERTIFICATE P. O. BOX 908 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Worth, TX 76101 817 336-2377 INSURED • John Copeland Enterprise P. O. Box 760 Joshua, TX 76058 INSURERS AFFORDING COVERAGE IINSURERA:SafeCO Insurance Cos. � �NsuaeR e:Texas W/C Insurance Fund I INSURER C: I INSUREq D: � I INSURER E: COVERAGES THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD �NDICATED. NOTWtTHSTANDINa ANY REQUIREMENT, 7ERM OR CONDRION OF ANY CONTRACT OR OTHER DOCUMENT WffH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, IXCLUSIONS AND CONDRIONS OF SUCH POLICIES. AGGREGATE L1MffS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICYE FECTIVE POLICYE�IRATIO �Tp TYPEOFINSURANCE POLICYNUMBER D�TEf�MIDD/YY1 DATL(MM/Dn/YY1 LIMITS pj �ENERALLIABILITY CP8763322 07/22/99 O%�22�00 EACHOCCURRENCE IS1. OOO, OOO X COMMERCIALOENERALLIABILITY I FIRE DAMAOE (Any one (irey s5 0, 0 0 0 � CLAIMS MADEa OCCUR I MED EXP(Any one person) � 55 , � � � X PD Ded '�. , O O O I PERSONAL 8 ADV INJUflY S1. � O O O. O O O • I OENERAL A��REOATE S2 . O O O, O O O QENI.AOGREOATELIMITAP�PLIEjSPER: I PRODUCTS•COMP/OPAQO S�. • OOO , OOO � POLICY� j�C7 I I LOC I a A AU'OMOBILELIABILITY BA8763322 X ANY AUTO ALL OW NE D AUTOS SCIiEDULED AUTOS � — HIRED AUTOS NON-OWNED AUTOS L"'J � OARA�E LIABILITY � ANY AUTO A EXCESSLIABILITY UL8763322 � OCCUR � CLAIMS MADE DEDUCTIBLE � X RETENTION SZ O, O O O B WORKERS COMPENSATION AND EMPLOYERS LIABILITY � � � OTMER TSF0001062332 07/22/99 0%�22�� ICOMBINEDSINOLELIMIT IS1 0�� 0� (Ea accident) i i BODILYINJURY I= (Per person) BODILYINJURY IS (Per accldent) PROPERTY DAMAOE I S (Per accldent) I AUTOONLY-EAACCIDENTI S IOTHERTHAN EAACCIS AUTO ONLY: Aa(i I E 07/22/99 O%�ZZ�OO IEACHOCCURRENCE S5, ��, �0� I AGGFiEOATE SS , O O O, O O O S 5 S 07/22/99 07/22/00 '"eSyLAM��a". E.L. EACH ACCIDENT $5 O O� O O O I E.L.DISEASE-EAEMPLOYE�I i5 O O� O O O I E.L. DISEASE-POLICY LlMlil S5 O O� O O O DESCRIPTION GF• OPERATIONSlLOCATIONSNEMICLESlEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS � CERTIFICATE HOLDER I I ADDITIONALINSURED:iNsu��rreR ____ Walt Williams Construction � P.O. Box 4620 Fort Worth, TX 76106 pACORD 25-S (7/97j1 of 2 #M3 316 5 CANCELLATION SHOULD ANY OFTHE ABOVE DESCRI BE D POLICIES BE CANCELLED 9EFOF� THE F�6'IRATION DATETHEREOF,THEISSUINOINSURER WILLENDEAVORTOMAIL]_ Q__ DAYSWRITTEN NOTICETOTNE CERTIFICATE HOLDERNAMEDTOTI-IELEFT, 6JTFAILUFiE TpDOSOSHALL IMPOSE NOOBLIOATION OR LIABILITY OF ANYKIND UPON THE INSURER,ITSAOENTSOR REPRESENTATIVES. AUTHORI2ED RE�SEN`�'I�IL1(E > IR.►.�� G_�. r � ' ' JpU � ACORD CORPORATION 1988 � � � � � � � � � � 1 � � � � � � � � IMPORTANT If the certificate holder is an ADDITIONAL INSUFiED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does nof confer rights to the cert'rficate holder in lieu of such endorsemerrt(s). DISCU4IMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmativety or negatively amend, extend or alter the coverage afforded by the policies listed thereon. acoRo2s-Snis�)2 of 2 #M33165 � � � � � � D � D D D � i! � � � � � - �: � SPECIAL PROVISIONS (TIPW) - UNIT II � � � D J '� CITY'OF FORT WORTH,, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR: PAVING AND DRAII�GAGE IMPROVEMENTS SCHWARTZ AVENUE From: N.E. 28`h Street To: 33`d Street 1. 5COPE OF WORK: This proj ect consists"of the installation of approximately 3,4501inear � feet of 40' width reinforced concrete paving, construction of a 9 span 10'x6' box culvert, and approximately 4,000 cubic yards of channel excavation and other typical items related thereto such as curbs, sidewalks, driveways, storm drain inlets, and manholes. a �2. � � ��' ''. � � ' � � � � � PROJECT LOCATION: The project is located in the north central area of the City of Fort Worth near the S.H. Highway 183/I.H. 35W Int�rchange. � 3. GOVERNING SPECIFICATIONS: "Standard Specifications for Construction - City of Fort Worth, Texas" will govern this project, except as modified by these Special Provisions. Some items, where specifically refer.enced in the "Special Provisions" are governed by the "Texas State Department, of Highways and Public Transportation - 1982 Specifications for Construction of Highways, ,Streets and Bridges'." A copy of the Standard Specifications may be purchased from the Transportation and Public Works Department, 1000 Throckmorton Street, Municipal Building, Fort Worth, Texas 76102. Also governing project construetion are "Standard Specifications for Public Works Construction - NCTCO�" and "The Fort Worth Water Dept. General Contract Documents and Specifications." 4. 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 �vork performed by the Contractor or any sub-contractor on the site of the Proj ect covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached at the end of this section). 5 � 7. �SURVEYS AND LAYOUTS: Construction stakes will be set by, the City in accordance with the provisions of Items 5.8 of the General Provisions. INSPECTION: Irispection of the proposed construction shall be by the City of Fort Worth Department of Engineering. EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to SP - 1 determine all conditions which may affect construction of this project: Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of al��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. � During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess exeavation will be disposed of at locations approved by the Engineer. SANITARY FACILITIES FOR WORKMEN: The contractor shall provide all necessary sanitary conveniences for the use of workmen at the proj ect site. Specific attention is directed to this requirement. 9. PRECONSTRUCTION CONFERENCE: The successfiil Contractor, Engineer, and Owr�er shall meet at the call of the Owner for a preconstruction conference before any of the work begins on this project. At this time, details of sequencing of the work, contact individuals for each party, request for survey, and pay requests will be covered. Prior to the meeting, the Contractor shall prepare schedules showing the sequencing and progress of their work and its effect on others. A final composite schedule will be prepared during this conference to allow an orderly sequence of project construction. 10. 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 subsfitute for the permanent control measures unless otherwise directed by the Engineer and they shall •not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulcl�, plastic liners, rubble liners, baled-hay retards, dikes, slope drains, and other devices. b. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures 'to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes dams, sediment basins, slope drains and use of temporarymulches, mats SP-2 •J � 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 Dpermanent pollution-control features, but are not associated with permanent control features on the proj ect. !! J � The Engineer will limit the area of preparing right of way, clearing and grubbing, excavation and borrow to be proportional to the CONTR.A.CTOR'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 sha�l be performed as directed by the Engineer. 11. BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall D conform to the Standard Specifications "Barriers„and Warning and/or Detour Signs", Item 524, andlor as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1". � � � � � � u I�� '�� [ LJ ,u 12. EXISTING UTILITIES: The locations and dimensions shown on the plans relative to existing utilities are based on the best information available. It shall be the Contractor's responsibility to verify locations of adjacent and/or �conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as are necessary in the construction process in order to provide adequate clearance. T'he Contractor shall take all necessary pr�cautions in order to protect all services encountered. Any damage to utilities and any losses to the utility owner due to disruption of service resulting from the Contractor's operations shall be at the Contractor's expense. 13. SUBSURFACE EXPLORATION: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this project is constructed is made the responsibility of any and all prospective bidders, and any b�dder on the project shall submit his bid under that condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determinations by the use of test holes or other means shall be left to the discretion of such prospective bidders. 14. OUALITY CONTROL TESTING: a. The contractor shall furnish, at his own expense, certifications by a private laboratory for all materials, proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all SP-3 a manufactured items to be used in the project and will bear any expense related thereto. b. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The contractor shall provide a certified copy of the test results to the City. c. Quality control testing of in-place material on this project will be performed by the City at its own expense. Any retesting�required as a result of failure of the material to meet proj ect specifications will be at the expense of the contractor and will be ' billed at comrnercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. d. Not less than 24 hours notice shall be-provided to the City by the contractor for operations requiring testing. T�e Contractor shall provide access and trenc�i safety system (if required) for the site tc�,.be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. The contractor shall provide a copy of the trip ticket for each load of fill rnaterial delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 15. TRAFFIC CONTROL: It shall be the responsibility of the Contractor to provide traffic control during construction as set forth in the General Specifications and in accordance with the following additional requirements: � a. 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 mus't be removed to permit required construction; the ..Contractor shall contact the Transportation & Public Works Departmeht, Signs and Markings Division (phone number 871-8075), to remove the sign. In the case ofregulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the referenced manual in Section 9"Detours" and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re- installed, the Contractor shall again contact the Signs and Markings Division to re- install the permanent sign and shall leave his temporary sign in place until such re- installation is completed. SP-4 .I � � D 16. 'I' � � J � !J I� � LI�� L'�' � C' l�l C L c. The cost of traffic control shall be included in the unit bid prices of the various items listed in the proposal, and no other compensation will be allowed. The Contractor shall maintain two lanes of traffic at all times on Schwartz Avenue or provide a detour plan that is acceptable to the City Traffic Engineer. 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 axea. Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs", Item 524. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control�Devices For Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Arti�le 6701 d Vernon's Civil Statutes, pertinent sections being Sections Nos. 27, 29, 30 and 31. 17. SEQUENCE OF CONSTRUCTION / CONSTRUCTION SCHEDULE:, Prior to beginning construction, the Contractor shall supply the Construction Engineer with a schedule of construction which reflects the proposed sequencing and any proposed detours. These items will be subj ect to the approval of the Constxuction Engineer and the City Traffic Engineer. , 18. FINISHING EOUIPMEN'I� FOR CONCRETE PAVEMENT:, Shall be governed by Spec. Item No. 314.3 (8) and 314.5(8) with the modifications: Slip Form Construction: At the option of the Contractor and with the approval of the Owner, concrete pavement may be constructed by the use of slip form paving equipment. Slip form paving equipment shall be provided with traveling side forms of sufficient dimensions, shape and strength so as to support the concrete laterally for a�sufficient length of time during placement to produce pavement of the required cross section. The equipment shall spread, consolidate, screed and float-finish the freshly placed concrete in such a manner as to provide a dense and homogeneous pavement. The concrete for the full paving width, shall be effectively consolidated by internal vibration, with transverse vibration units; or with a series of longitudinal vibrating units loaded with the specified thickness of pavement section and a minimum distance ahead of the screed equal to the pavement thickness. When concrete is being placed adjacent to an existing pavement, that part of the equipment which is supported on existing pavement shall be equipped with protective pads on crawler SP-5 0 tracks or rubber tired wheels offset to run a sufficient distance from the edge of the pavement to avoid breaking or cracking the pavement edge. 19 20 Final finishing for slip form pavement construction shall be to the tolerance as specified in Section 314.5 Par. (8). CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. PROPERTY ACCESS: Access to adj acent property shall be maintained at all times unless otherwise directed by the Engineer. � 21. ZONING REOUIREMENTS: During the construction of this proj ect, the Contractor shall comply with present zoning requirements of the City of Fort Worth in t�he use of vacant property for storage purposes. 22. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. 23. DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the owner, per Paragraph C6-6,10 of the General Conditions. This shall be subsidiary to the contract and not a separate pay item. 24. SITE RESTORATION: The Contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to the approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus or minus one-tenth (0.1) of a foot. 25. WASTE: All excess materials of construction shall become the property of the Contractor � and shall be disposed of off-site in a manner satisfactory to the Engineer. 26. CLEANUP FOR FINAL ACCEPTANCE: The Contractor shall make a final cleanup of all parts of the work before acceptance by the City: This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth�,Engineering Degartrnent. 27. 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 �� L#1 �� L;■ Ll � � J D � � which shall be included in the price bid in the proposal for each bid item. Surface restoration and cleanup are general items of work which fall in the category of subsidiary work. 28. ABANDONMENT: The City reserves the right to abandon, without obligation to the Contractor, any part of this project or the entire project at any time before°the Contractor begins any construction work authorized by the City. 29. WARRANTY: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of fnal acceptance of this proj ect 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. 30. PAYMENT: The Contractor will receive full payment from the City for all work completed � and accepted. The City will collect the assessments, in �those cases where assessments are levied. � ,l ■1 'J � � � � '1 ■I � 31. PROJECT DESIGNATION SIGN: The Contractor shall construct and install 'two (2) project designation signs and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times. Maintenance will include painting and repairs as directed by the Engineer. . It will be the responsibility of the Contractor to have the individual proj ect signs lettered and painted in accordance with the enclosed detail. . The quality of the paint, painting, and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign. shall be constructed of 3/4" fir �lywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support, and maintenance to the satisfaction of the Engineer shall be a subsidiary item to the contract. � 32. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoida�ble 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 �s claimed, a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct, shall be approved SP-7 � � 33. 34. and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineer 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. SAFETY RESTRICTION - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: a. A warning sign not less than 5-inches by 7-inches, painted yellow with black letters that are legible at 12-feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The w`arning sign shall read as follows: "WARNLNG - UNLAWFUL TO OPERATE THIS EQUIPMENT WIT�iIN SIX FEET OF HIGH VOLTAGE LINES." b. Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. c. When necessary to work within 6-feet of high voltage electric lines, notification shall be given the power company (Texas Electric Service Co.) who will erect temporary mechanical barriers, de-energize the line or raise or lower the line. 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 Electric Service Company, and shall record action taken in each case. Q e. The Contractor is required to make arrangements with the Texas Electric Service Company for the temporary r�location or raising of high voltage lines at the Contractor's sole cost and expense. No person shall work within 6-feet of a high voltage line witshout protection having been taken as outlined�,in Paragraph 3. RIGHT TO AUDIT: a. Contractor agrees that the City shaJ.l, until the expi'ration of three (3) years after final payment under this contract, have access to and the right to examine any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to a11 necessary Contractor facilities and shall be [• � : � � '! ■ � �� L� ■ � L'J L■ � � � � �'�, � �.� � � �J �� J J 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 ,Knclude in all its subcontracts hereunder a provision to the effect that the sub'contractor agrees that the City shall, until the expiration of three (3) years after final paymen't under the subcontract, have access to and the right to examine any directly pertinent books, documents, papers and records of such subcontract, involving trans�ctions 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 pro�isions of this article. City shall give subcontractor reasonable advance notice of intent audits." D 35. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety � (90) days after the opening of bids, but in no case will the award be made' until all the D necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. !J D � The City reserves the right to abandon, without obliga'tion to the Contractor, any part of the proj ect, or the entire proj ect, at any time before the Contractor begins any construction work authorized by the City: 36. INCREASE OR DECREASE IN OUANTITIES:, The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all 'the minor pay item quantities.prior to submitting a bid. D When the quantity of the work to be done or materials to be fiunished under any rnajor pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon dema�d, shall be entitled Q to negotiate for revised consideration on the portion of work above 125% of the quantity stated in the contract. D � � � � When the quantity of the work to be done or materials to be fiunished under any major pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then ei`ther party to the contract, upon demand, shall be erititled to negotiate for revised consideration�on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or greater than 5 percent of the original contract. �. . J A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor�are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Engineering and approved by the City Council after said work is completed, subject to all other considerations of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expens�s; 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 Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as. an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead; general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Engineering access to all accounts, bills and vouchers relating thereto. 37. DISI�OSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoiUfill material, the Contractor shall advise the Director of Engineering, 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 t�he proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No.10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a .flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. App�oval 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. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's experise. In the event that the Contractor disposes of spoiUfill material a� a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall remove the spoiUfill material at his expense and dispose of such materials in accordance with the Ordinance of the City and this section. SP - 10 � � CONSTRUCTION: D 38. NON-PAY ITEM: CLEARTNG AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specifications Item 102, "Clearing and Grubbing." However, no � direct payment will be made for this item and it shall be considered incidental to this contract. � � � � `l � � � �J �i 39. NON-PAY ITEM: SPRINKLING FOR DUST CONTROL: 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 incidental to this contract. 4�J. PAY ITEM - REMOVE EXISTING CONCRETE. CURB AND GUTTER: This item includes the removal of existing concrete curb and gutter including laydown curb and gutter sections through driveways, as indicated on the plans. The measurement and payment for curb and gutter through driveways shall be considered to a line 1'-3" behi�nd face of curb. Beyond this line, concrete removed shall be measured and paid for as concrete drive removal. Curb on existing concrete pavement will be� removed with concrete paving withof�t special pay. "The edge of all removed areas abutting existing concrete areas to remain shall be saw cut. 41. PAY ITEM - REMOVE EXISTING CONCRETE DRIVEWAY AND SIDEWALK: Sidewalks and driveways shall be removed to the limits as shown on the plans exercising special care to avoid damage to that portion of concrete to remain in place. The edge of removal areas abutting existing concrete areas to remain shall be saw cut. The unit bid price per square foot will be full payment for saw-cutting, removing and D disposing of the existing driveways, and sidewalk and all materials, labor, tools, equipment and incidentals necess�ary to complete the work. � � � J � 42. PAY ITEM - REMOVE EXISTING DRAINAGE STRUCTURES: This item provides for the removal of the existing concrete culvert orr Schwartz Avenue �(approx. Sta. 23+00). The lump sum bid shall provide for the removal of the existing structure and the backfill to the grades shown ori the plans. 43. PAY ITEM - 6" PIPE SUBDRAIN: No specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. Subdrain installation shall be per construction standard S-S 11 with the added provision that the filter material be enclosed with filter fabric. � 44. ■J PAY ITEM - 6" CEMENT TREATED SUBGRADE: This item shall be installed in SP - 11 J accordance with Std. Spec. Item 214. Quantiti�s bid include stabilization under HMAC transition areas on side streets. Application rate for the cement shall be 4%, except for the sec�ion from Sta. 19+00 to Sta. 26+60 which shall be at 6%. 45 PAY ITEM - 6" HMAC TRANSITION FOR SIDE STREETS: Included in this item will be installation of 6" HMAC in side st�`eet transition areas where shown on the plans. 46. PAY ITEM - 2" HMAC FOR DRIVEWAY TRANSITION: This item covers placement of a 2" HMAC surface for driveway slope bacl�s as called for on plans or as otherwise necessary on private property where asphalt paving on private property existed prior to project construction. The 2" HMAC surface shall be p�receded by installation of a 6" crushed stone base paid for under its respective item. 47. PAY ITEM - 6" CRUSHED STONE FOR DRIVEWAYS: This item includes placement of "6" crushed stone as called for on the plans or as otherwise necessary to provide for driveway slopeback areas on private property where unpav�d drives existed pr�or to proj ect construction. This item also provides for the placement of 6" crushed stone under 2" HMAC driveway transitions. Measurement shall be by square yard`compacted in place. Excavation for thickness of crushed stone is subsidiary to this item. 48. PAY ITEM - CONCRETE STRUCTURES: The applicable portions of Std. Spea Items o 406 and 410 shall be followed in the construction of these concrete structures. Class A(3000 psi) concrete shall be used. 49. PRE-BID PAY ITEM - TOP SOIL: This work shall be governed by Item 116 of the standard Cityr of Fort Worth specifications. As stated in Item 116, top soil material will be secured from street excavation and/or channel excavation and stockpiled for later placement on the parkway areas or channel slopes. It is anticipated that sufficient material for this purpose will be available from project excavation. Therefore, in this event, topsoil will not be a pay item. However, should sufficient top soil not be available, as determined by the �Engineer, then the additional top soil required and secured'from borrow sources will be measured paid for under this pay item. Additional payment for top soil shall only be made if the Engineer determines that sufficient top soil was not available at the beginning of the project. Additional payment shall not lie made simply because the Contractor fails to properly stockpile material, in which case top soil from borrow sources shall be placed by the Contractor without charge. Top soil shall be placed according to the typical section shown on the plans unless otherwise directed by the Engineer. 50. PAY ITEM - CELLULOSE FIBER MULCH SEEDING: Parkway and channel areas designated by the Engineer, shall be seeded. Seeding shall be governed by the requirements of Cellulose Fiber Mulch Seeding as specified in Item 164, "Seeding for Erosion Control," 1982 Standard Specifications for Construction of Highways, Streets and Bridges, TxDOT. Quantities are intended to include all street parkway and new slope face areas. SP - 12 ■I � � �I � � � � U � ,� �I � I� � �� LJ L�J L!I 51. PAY ITEM - 6" REINFORCED CONCRETE RIP-RAP: Concrete rip-rap shall be Class "A." Reinforcing shall be as called for on the plans. Payment shall be by the square yard of surface area completed. The price bid per square yard shall include all toe walls as called for on plans along concrete edges (as subsidiary), all dowels into existing concrete, excavation for installation of new concrete, weep hole installation, and any other related item of work as a specific separate pay item. 52. PAY ITEM - UTILITY ADJUSTMENTS: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustment to the amount shown in the Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber to make the utilit}L adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines wo,uld not have required adjustment or repair otherwise, the lines sha11 be repaired and adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. Included in this item is the adjustment or relocation of any underground sprinkler systems as necessary to provide for proj ect construction. 53. PAY ITEM -�FURNISH AND INSTALL WASHED GRAVEL:, In the event unstable material is encountered in the trencli at the grade established by the Engineer, the Contractor shall, upon direction of the Engineer, remove the unstable material to a designated depth an�i replace this volume with 1%a-inch washed gravel. In cases where the cut below the pipe grade is excessive, oversized washed gravel (passing the 3-inch screen and retained on the 1%2-inch screen) from the local concrete plants may be used in lieu of the 1%z-inch washed gravel. The price to be paid for washed gravel shallbe the bid price per cubic yard of washed gravel, which shall be full compensation for furnishing and placing the washed gravel. The Contractor will be paid the contract price for additional trench excavation required by the Engineer. 54. PAY ITEM - TRENCH SAFETY SYSTEM: This item will consist of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench. The Contractor shall develop, design and implement the trench excavation safety system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and provide a"safe place to work" for the workman. SP - 13 � The t"rench excavation safety protection system shall be used for all trench excavations deeper than fve (5) feet. The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration; U.S. Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specification. The Contractor shall, in addition, comply with all other applicable federal, state and local rules, regulations and ordinances. 55. 56. 57 PAY ITEM - UNCLASSIFIED STREET EXCAVATION:" See Standard Specifications Item No. 106, "Unclassified Street Excavation," for specifications gov�rning this item. Removal of existing penetration or asphalt pavement shall be included under this item. All objectionable material found within the limits of excavation'shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such sha11 be subsidiary to this item unless otherwise provided herein. The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit price bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. PAY ITEM - 7" ATTACHED CONCRETE CURB: The contractor may, at his option, construct either integral or superimposed curb. Standard Specification Item 502 shall�apply e�cept as herein modified. a. INTEGRAL CURB: Integral curb shall be constructed • along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not" more than thirty (30) minutes after the concrete in the slab. b. SUPERIMPOSED CURB: Concrete shall have a minimum compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing water shall not exceed seven U.S. gallons per sack (941bs.) of Portland Cement. The slump of the concrete sh�ll not exceed three (3) inches. A minimum cement cont�nt of five (5) sacks of cement per cubic yard of concrete is required. PAY ITEM - 6" & 7" REINFORCED CONCRETE PAVEMENT: a. All applicable provisions of standard Specifications Item 314, "Concrete Pavement", shall apply. The contractor shall use a six (6) sack concrete mix for all hand SP - 14 D D D D D D � D5g D � D "j 59 �� N � � � � � � placement in the intersections. The unit price bid per square yard shall be full payment for all labor, material, equipment, and in�identals necessary to complete the work. b. Cracks in newly constructed concrete pavement: All crack(s) shall be individually evaluated by the construction engineer to determine severity. The entire panel of pavement (to the nearest joint) shall be removed and replaced at the contractor's expense if it is determined that such crack(s) will undermine the structural integrity or maintainability of the pavement. Crack(s) which are determined to be cosmetic in nature shall require no change. The Construction engineer at his sole discretion may dictate that only one half (%2) of a panel be removed and replaced providing that adequate measures have been taken by the contractor to eliminate sympathetic cracking. PAY ITEM - SILICONE JOINT SEALING: This pay item includes the installation of a class I or class II low-module silicone joint sealant system for the Portland Cement Concrete pavement. Specifications for "Silicone Joint Sealing" are enclosed. Payment will be made at the Contract bid item unit price bid per linear foot (L.F.) as provided in "METHOD OF MEASUREMENT" for "SILICONE JOINT SEALING", which price of shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint seaP�'ng in conformity with the plans and these specifications. � i w PAY ITEM - 4" STANDARD CONCRETE S�DEWALK. LEADWALK AND WHEELCHAIR RAMP: All applicable provisions of Standard specifications Item 504 "Concrete Sidewalks and Driveways" shall apply. �. The contractor shall construct standard concrete sidew�lk, and wheelchair ramp as shown in the details or as directed by the engineer. � All concrete flared surface shall be colored with �,ITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. �'he color hardener shall be brick red color and dry-shake type, and shall be used in accord�ance with manufactures instructions. Concrete stain may be applied after concrete is poured (Product sold by BAER). Contractor shall provide a colored sample concrete p,anel of one foot by one foot by three in�hes dimension, or other dimension approved by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Eng''neer, shall be the acceptable standard to be applied for all construction covered in the scop� of this pay item. The method of application shall be by screen, sifter, s�eve or other means in order to provide SP - 15 for a uniform color distribution. 60. PAY ITEM - METAL BEAM GUARD FENCE: All applicable provisions of Standard specifications Item 506 "Steel Guard Rail" shall apply, using timber posts. Terminal end sections are included as part of the unit price bid per linear foot. 61. PRE-BID PAY ITEM - ADJUST WATER VALVE BOXES: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. 62. 63. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PRE-BID PAY ITEM - ADJUST EXISTING MANHOLE: Contractorwill be responsible fo� adjusting sanitary sewer manholes 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. 64. PRE-BID PAY ITEM - ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box ta the parkway grade specified. No payment will be made � for existing boxes which are within 0.1' of specified parkway grade (leave as is). 65. NON-PAY ITEM - PLACEMENT° OF MATERIAL FOR FILL: a. , CLEARING OF AREA TO .BE FILLED: All trees, stumps, brush, roots, vegetation, rubbish, and other objectionable matter shall be removed and acceptably disposed of. Material shall not be stored on the site for any time greater than 48 hours for areas to receive select fill. �7 All vegetation shall be stripped from proposed fill areas and exposed soil surfaces shall be scarified to a depth of at least six (6) inches. Preferably, sloped surfaces should be benched to provide relatively level surfaces upon which to place the fill. �It is the intent of this specification tio provide aloose surface`with no uneven features which would.tend to prevent or impede uniform compaction by the equipment to be used. COMPACTING AREAS TO BE FILLED: After the foundation for the fill has been cleared and scarified, it shall be disced or bladed until it is uniform and free from large clods, brought to the proper moisture content as identified below, and compacted to not less than ninety-five (95) percent, nor more than one hundred (100) percent Standard Proctor density in accordance with ASTM D-698. SP - 16 � �' �� c. FILL MATERIALS: Materials for fill shall consist of soils confined within the limits of the proposed areas, or imported soil similar to those present in the area. The soil shall be free from vegetation, roots, trash, and other deleterious matter. Where fill materials contain rock fragments, the maximum size acceptable shall be D four (4) inches. It is the intent of this specification that the larger rock fragments be mixed with sufficient soil binder and smaller rock fragments to allow for proper compaction and to prevent voids in t�e fill. In addition, all fill shall comply with DCity of Fort Worth Spec Item 114. Payment for this item shall be for material delivered to the site from outside the project area and placed in fill areas. D �! � �, •J J � � � 66. � !J � � d. DEPTH AND MIXING OF FILL LAYERS: The selected fill materials shoulc� be placed in level, uniform layers which, when compacted, shall have a moisture and density conforming to the stipulations called for herein. Each layer shall be thoroughly� mixed during the spreading to insure the uniformity of each layer. The normal compacted layer thickness shall not exceed eight (8) inches. . e. MOISTURE CONTENT: Prior to and in conjunction with the compaction operations, the moisture content of each layer and the subgrade shall be adjusted to be not less than two (2) percent below nor more than six (6) percent above the optimum determined by ASTM D-698. Where significant rock size particles (4" maximum size) exist in the fill some deviation from the recommended moisture contents may be allowed by the proj ect soils engineer. f. COMPACTION OF FILL LAYERS: Compaction equipment shall be of such design it will be able to compact the fill to the specified density. Compaction of each layer shall be continuous over its entire area. g. FINISHED GRADING A1�D SEED BED °PREPARATION FOR PRIVATE YARDS: All disturbed areas�(including construction equipment paths) shall receive a minimum 6" of topsoil or be scarified to a depth of 6" with a smooth and well- drained surface. Rocks larg�r than 1" in diameter shall be removed. h. PAYMENT: The work provided by this item shall be considered subsidiary to the pay items for Unclassified Street Excavataon and Unclassified Channel Excavation. PAY ITEM - UNCLASSIFIED CHANNEL EXCAVATION: See Standard Specifications Item No. 110, "Unclassified Channel Excavation," for specifications governing this item. All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. SP - 17 The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to shov�+ an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit price bid. The party requesting'the payment of actual rather than plan quantities is responsible for bearing any survey andlor measureinent costs necessary to verify the actual quantities�. This item is not intended to include the excavation necessary to construct the multiple box culvert. That excavation will be considered subsidiary to the unit price bid for construction of the box culvert. 67. All work within the limits of the channel is governed by a U. S. Army Corps of Engineers Nationwid� Permit 14 under the authority of Section 404� of the Clean Water Act. A copy of the permit conditions are attached. All conditions of this permit are applica�le to this project, however, no notification to the Corps is required. PAY ITEM - MULTIPLE BOX CULVERTS WITH PARALLEL WINGWALLS.AND EXTEl�TDED I��EADWALL HEIGHT, COMPLETE IN-PLACE: . a. This item includes all materials, equipment and labor to install this structure as shown on the plans and as directed by the Engineer completed and in-place. The contractor shall have `'the option of iristalling eithex a cast-in-place or pre-cast structure. Excavation for construction of the box culvert in either case shall be in accordance with City of Fort Worth Street and Storm Drain Construction Standard Specification Item 400 "Structural Excavation." No separate payment will be made for structural excavation. � b. CAST-IIV-PLACE STRUCTURE: The cast-in-place structure shall be governed by NCTCOG Standard Specification Items 7.1, 7.4, and 7.6. PRE-CAST STRUCTURE: The pre-cast structure shall be governed by City of Fort Worth Street and Storm Drain Construction 5tandard Specification Item 441 as well as those for the cast-in-place structur`e above. The Contractor shall provide a 6-inch annular space between each pre-cast concrete box culvert cell. This annular space shall be backfilled with 2000 psi concrete. Since the pre-cast structure will result in a wider structure than the cast-in-place, the headwall and wingwall lengths will increase from those, shown 'in the plans (approximately, 104 inches for the 9-10' x 6' MBC) The contractor shall take the increased headwalUwingwall length into account in his bid price for this alternate. Payment for this item shall be at the unit priee bid per Lump Sum for a completed and in-place structure. . .: APPLICABLE SPECIF'I�ATIONS: The following specifications for "Silicone Joint Sealing" and "Thermoplastic Pavement Markings" are part of these overall specifications. SP - 18 �ll � � �{ J' � � � 1 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORK.S DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs Dshall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF � FORT WORTH, and Item 2.2.10 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. . � 2. � ;j 3. � � � �k � � DESCRIPTION This specification for silicone joint sealing shall apply to, but shall not be limited to, all Portland Cement Concrete street pavement and curbs. MATERIALS h, 3.1 The silicone joint sealant shall meet Federal $p,��i�f'i ,. ��-��.�3A for Class A sealan'ts except as modi�ied by the test'req`izire��" ,,; �, s� Class II and C lass I II si licone joint sea lan ts o f t his speci f ca t'l'.on. Be fore � he ins ta l lation o f t he joint sealants, the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint sealants meet these � requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful �eld performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self-Leveling Silicone Joint Sealant � The joint sealant shall be Dow Coming 890-SL self-leveling silicone joint sealant for asphalt as manufactured by Dow Coming Corporation, Midland, MI 486860994, or an approved equal. � � � l'J Self-Levelin� Silicone Joint Sealant for Asphalt Test Method Test AS SUPPLIED Requirement Non Volatile Content, % min. 96 to 99 MIL-S-8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.260 to 1.340 ... Skin-Over Time, minutes mad.60 Cure Time, days 14 to 21 Full Adhesion, days 14 to 21 AS CURED - AFTER 21 DAYS AT 25C (77F) and 50% RH ASTM D 412, Die C Mod. Elongation, % min. 1400 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9(Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @+ 100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation (Sect. 14 Mod.) min. 600 v,A , " 3.4 The joint filler stop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond lireaker tape of sufficient size to provide a tight seal. The ° - back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and�no bond or reaction shall occur between them. Reference is made to the "Construction Detail" sheet for the various joirit details with their respective dimensions. � TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper j oint spacing as sho'wn on the "Construction Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dumm}�' joints, the initial l/4 inch width "green" sawcut and the "reservoir" saw cut are identical and should be p�rt of the same saw cutting operation. Immediately after the saw cutting pressure water washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allo"wed to cure for a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, anrl the joint sealant installed. During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40F (4C) and rising. EQUIPMENT 5 � i■ l! ■ '�M� I� �� L� ■ L� I � L� ■ � Ll Ll � � � � L'l � D 5.1 All necessary equipment shail be furnished by the Contractor. The Contractor shall D keep his equipment in a satisfa�'tory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows. ■I � � 5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 5.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of � 90 psi and 120 cfm. There shall be suitable traps for the removal of all free wafer and oil from the compressed air. The blow-tube shall fit into the saw-cut joint. � D !.J D � 6 � �� J � �� 5.5 Extrusion Plump: The output[ shall be capable of supplying a sufficient volume of sealant to the joint. ., 5.6 Injection Tool: This meclianical device shall �pply the sealant uniformly into the joint. 5.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4: 5.� Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the joint depth and width requirements. • CONSTRUCTION METHODS � 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuos sequence of operations. 6.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on the "Construction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. . 6.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent axea by flushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the j�int by using comp,ressed air. (Paragraph Rev. l, October 18, 1989). After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that�the sand blast will be directed at an angle of 45 degrees and at a distance of one to �wo inches from the face of the joint. Botli joint faces shall be sandblastec� in separate, one directional passes: Upon the termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the jo.int is �cleaned. Solvents will not be permitted to remove stains and contamination. _ Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape: The bond breaker rod and tape shall be installed in the cleaned j oint prior to the application of the j oint sealant in a manner that will product the required dimensions. 6.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application s�all not be permitted when the air and pavement temperature is less than 40F (4C). . Joints shall not be sealed unless they are clean and dry. • , Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh°sealant until it becomes tack-free. Approval c�f Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the fmal cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. � 7. WARRANTY � The Contractor shall provide the. Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all "� sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City � Both warranties shall be for one year after final acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT Payment will be made at the Contract bid item unit price bid per linear foot (L.F_) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of $hall be full compensation for furnishing all materials an�l for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. �., > , , THERMOPLASTIC PAVEMENT MARKINGS GENERAL DESCRIPTION The scope of work for this section is the furnishing, placing and installing of t�iermoplastic pavement markings of the various types, colors, shapes, sizes and widths shown on the plans. MATERIAL Type I markings shall be used on this project in accordarice with TxDOT Item 666, "Reflective Pavement Markings". Typ� I markings are thermoplastic type materials that require heating to elevated temperatures for application. EQUIPMENT REQUIREMENTS The C�ntractor's equipment used to place the markings shall comply with the requirements in TxDOT Item 666, "Reflective Pavement Markings". CONSTRUCTION The construction methods used in executing the work shall comply with the requirements of TxDOT Item 666, "Reflective Pavement Markings". , MEASUREMENT AND PAYMENT METHOD OF MEASUREMENT This item will be measured by the linear foot for striping of various widths�and by each for the various words and symbols. BASIS OF PAYMENT The work performed and the materials furnished in accordance with this item will be paid for at the unit price bid for the various types of pavement markings. This price shall be full compensation for furnishing all materials, surface preparation, installation, labor, equipment, tools and incidentals necessary to complete the work. There will be no separate payment for surface preparation. � ,_•� � � - . � � � . � � � � � � � �:. � �� . J• �- ►� � � � � � � � r PROJECT DESIGNATION SIGh! i �iz" . � � . � � , . ; - ; ►�4" �t 0 � . . �t � �� • _.. 3I/2'. 5� � ►" 2 v2 Mf � �� + • I � � �� I . . 5 (2° I • f � � � �' . �Y i� . �-� . � . � . . ';' ,� �rC� �� . . � � - �� t t,. ' � . - � . ,� �,•�'� I COiI�taC� r: t�2'k � � . - � . 2„<<} . ��'��$�r� �� . . 4 = 0� . I , - ? 3l4� � I M �'; � �� I Sc�e�uled Com�ie�ion Da�e �' � � � � � t �, , . , ►,Z,. . Yes� � i � . 5�� ' I • �. Z � � � � � - � t � � .I � � � ' ► r�2" � � � � 4�- 0" I � I . LC2�Gi�fiN WN1T£ { 9LUE BACXGROUND tY/ WH1TE LET7 RS ) , • LETT'crZ12iG�CITf OF FORT'AfORTH-ECAKMAN DE�11 (TALI PRDJECT 7RLE ,CON7RACi0R 6 DAi c IN HELYETiCA ( . . � I ' � • I . I . . . , • I ' . . ' SP—� I � � � � D � � � � � SPECIFICATIONS FOR DART AND BNSF INSURANCE � REQUIREMENTS � D D � D D � � � .. � � w � � � � � � � � � � � 1 1 � Dallas Area Rapid Transit P.O. Box 660163 Dallas, Texas 75266-0163 214/749-3278 TO Ti� CONTR.ACTOR � NO WORK WITHIl�1 DART RIGHT-OF-WAY IS AUTHORIZED UNTII, Tffi� DOCUMENT IS PROPERLY SUBMu t t�.� AND THE INSURANCE REQUIRED APPROVED BY DART. Certain information in Section 1 may not be available at the tune this document is submitted to the Licensee. The License Agreement No./Date will be completed by DART. The date of the Constn.iction Agreement/Contracto�'s Right of Entry will be entered when the document is fully executed. Please complete the following information: � legal name of company on pages 1 and 5 • projected completion date of work within DART right-of-way in Section 1(evidence of insurance must be provided to DART until all work within DART right-of-way is campleted) • three (3) completed originals signed by the president or a vice president • documents must be submitted to DART together with evidence of insurance which meets the requirements set forth on pages 2-4 . Return documents with evidence of insurance to: DART Attn: Jan Seidner P. O. Box 660163 Dallas, Texas 75266-�210 Notice must be given to any operating railroad and to any existing utility companies occupying the right-of-way in the vicinity of this work prior to commencing construction activity. Please contact Jan Seidner at (214) 749-2917 with any questions or concerns regarding this agreement. _ (� � J � J !1 il STANDARD CONSTR�UCTION AGREEMENT AND CONTRACTOR'S RIGHT OF ENTRY TH15 AGREF_MENT, dated , 19_, is made by and between Dallas Area Rapid Transit, a regional transportation authority created and existing pursuant to Article 1118y, as amended, Texas Revised Civil Statutes, as confinned by a vote of the people, hereinafter called "DART" and hereinafter called "Corrtractor". WITNESSETH: 'I 1. For the period not to extend beyond , 19_, DART hereby percnits Contractor to enter upon the property of DART adjacent to � , _ as may be necessary in coruiection with work to be performed on DART premises by Contractor under agreement between Contractor and the the _ � (the "Contract"), and for no other purpose. Contractor understands that the Contract and all work to be performed thereunder is subject to the terms and conditions contained in License Agreement No. , dated the day � of , 19 , issued by DART to the which is incorporated herein by reference. J � •J � J � J J � � 2. Contractor agrees to: (a} Perform that portion of the work on DART premises in accordance with plans and specifications approved by DART and the Fort Worth and Western Railroad Company (the "Railroad") in such masu�er and at such times as shall not endanger or interfere with DART's or Railroad's representatives. Contractor shall submit to DART and Railroad for approval aIl constiuction details, falsework and other incidentals not detailed in plans, insofar as they affect DA�tT and Railroad. (b) Maintain, at Contractor's expense, competent flagmen to protect and control movement of vehicles and equipment of Contractor while upon DART premises. (c) Notify DART and Railroad at least five (5} working days before commeucing work on DART premises and within five (5) workin� days after such woric is completed and notify Qwest Communications at l-800.283-4237 to determine if a telecommunications systcm is buried about work area and to make arrangements with Q�vest Communications to relocate or otherwise protect tl�e system prior to begin,iing work. (d) Keep aIl equipment, tools and materials stored at least fifteen (15') fee�t from the centerline of any operable track. Exp]osives or other highly inflammable 1 of 5 J �� ( t substances or a�r hazardous materials regulated pursuant to federal or state � regulation will not be stored on DART premises without the prior approval of DAR?'s representative. � J � � � ,I J � � � � � � � � J (e) Remove all of Contracto�s tools, equipment and materials from DA.RT premises promptly upon completion oF work, restoring DART premises to the same state and condition as when Contractor entered thereon. (� Reimburse DART and Railroad for all costs and expense incurred by DART and/or Railroad in connection with said work, including withoui limitation the expense o£ furnishin� such inspectors, watchmen and flagmen as DART and Railroad deem necessary, the installation and removal of falsework beneath tracks, and restoration of DART's property to the same condition as when Contractor entered thereon, or to a candition satisfactory to DART's representative. (g) Remove any lien against DART's property arising from performance of work hereunder by Contractor or any subcontractor. � 3. Contractor a�rees to release_ defend and indemnifv DART and Railroad, from and against all loss, damag� claims, costs, expenses, including attorney's fees, and liability for bodily injury to o� death of any persons and loss of or damage to any property and loss of use thereof (includin� but not limited to employees, subcontractors, agents, imitees and che property of each party hereto) arising out of or in any way connected with the work under said agreement upon or adjacennt to DART property, whether or not caused or contributed to bv the oresence or Qoeration o£DART �r Railroad trains, en�snes. cars or other eauinment. structures or facilities of DA.RT or Railroad �r anv other nanv. or bv negli�ence or alle�ed ne�zlieence �n the oart of DART or Railroad, or anv of bART's or Railroad's a�ents. emnl�vees. c�ntractors. subcontractors or invitees. Tn the event any part of the provisions of this section are determined by any statutory enactment or judicial decision to be void or unenforceable, then this section shall not fail in its entirety but wil{ be enforceable to the extent permitted by law. For the purposes of this section, the term "Railroad" shall include any other railroad company using DAIZT property with DART's consent and any affiliate, subsidiary or lessor o£ DA,RT. 4. Prior to start of work or occupancy of premises under this agreement, Contractor agress to procure and maintain at its sole cost and expense, the £ollowing types and amounts of insurance with an insurer or insurers and form satisfactory to DART: Comprehensive general and automobile liability insurance with contractual lia.bility endorsement and products and completed operations hazards included, which shall provide coverage for combined sin�.l,e limits of not less than $2,000,000, as further outlined below. � 2 of 5 �� ' � � � � /''' I. � l • (a) (b} (c) All insurance covera�es required by the attached agreement shall provide the following as a minimum standard: Comprehensive Ger►eral Liabil'sty �th Contractual �.iability Endorsement. - Combined sirgle limit of at least $2,000,000. - DART and Railroad are named as adciitional insureds without any qualifications or resiri�iions. - Contractual iiability endotsement must hays exclusions fos operatioas within 50 feet of a railroad and for XCU hazards deleted. - DART must have 30 days notice of caricellation or modification. Comprehensive Automobile Liability Policy - Combined single limit of at least $2 million - DART and Railroad are named as additional insureds without any quaii5cations or restrictions. ' - DART must have 30 days notice of cancellation or modification. Workers' Compensation Insurance - Providing Statutory Benefits under the Workers' Compensation Act of the State of Texas and/or any other State or Federal Law or Laws applicable to the Contractor's employees performing the work under this agreement. - Employer's Liability insurance with limits of liability of not less than 5100,000 each accident, $100,00Q each employee for disease and $500,000 policy limit for disease. - Endorsed with a Waiver of Subrogation Endorsement, waiving the cacrier's riglat of recovery under subrogation oc otherwise from the Authority. (d) Contractor agrees to furnish DART Certificates of Insurance (or, as and when IIART may direct, copies of the actual insurance policies) as evidence of the coverages outlined in (a), (b) and (c) above. Approval will be expedited if all required coverages ar+d the following endorsemeats ara included on the Certificates. 3 of 5 � ' t_ . � J - Endorsement showing the DAR.T a.nd Railroad named as additional insureds in � (a) arid (b) above and requiring that DA.RT be given 30 days notice of cancellation or modification. �I' � � � � �� J *J !J � � � � � - Contracival liability endorsement. -�ndorsement removin� exclusions from contractual liability endorsement for operatio�s within 50 feet o� a railroad and for XCU hazards. - Waiver of subrogation endorsement. 5. All policies should contain a crass liability endorsement reading as foilows: "It is agreed that the inclusion of more than one perso� corporation, or�anization, firm or entity as insured under this poticy shall not in any way affect the rights of any such person, corporation, organization, firm or entity with respect to any claim, demand, suit or judgment made, brought or recovezed�by or in fa,vor of any other insured. This policy shall protece each person, coiporation, organization, firm or entity in the same manner as though a separate policy had been issued to each; provided that this endorsement shall not operate to increase the company's limits of liability as set forth elsewhere in this policy." 6. Contractor shall deposit with DART the sum of -0- ($_-0-� representing the estimated expense to be incu�ed by DART in connection with said work. Contractor shall deposit with Railroad the sum of -0- ($= 0-� representing the estimated expense to be incurred by Railroad in connection with said woric. If there is no amount indicated in the blank space provided above for the deposit io be made by Contracior, in tieu of such deposit Contractor shall cause the attached perfocmance bond to be executed by a reliable surety acceptable to DART and Railroad, condition upon the faithful performance of the provisions of this agreement. 7. The pernussion herein �iven shall not be assigned by Contractor without the prior written consent of DART except in the case of subcontracrors who shall be deemed agents of Contractor subject to the terms of this agreement. 8. � No vehicufar crossing over DART's track shall be installed or used by Contractor without prior written permission of DART. No work shall be done between the hours of 6;00 p.m. and 6:OQ a.m., nor on Saturdays, Sundays or legal holidays without prior written permission ofDART. 4 of 5 !J D U � � � a D a D � D � � � � � � � � ' ' w �.•• �r. 10. At AART's request, Contractor shall remove from DAR7 premises any employee of Contractor or any subcontractor who fails to conform to the instructions of DARTs or ilailroad's representatives in connection with work on DAIZT premises, and any right of Contractor to enter upon DART premises shall be suspended until such rec�uast of DART or Railroad is met. Contractor shall indemnify DART and Raikoad against any claim arising from the removal of any such emplayee from DART premises. TN WITNESS VVI�REOF, the parties hereto have caused these presents to be ex.ecuted in triplicate the day and year first above written. DALLAS A.REA RAPID TR.ANSTT By APPROVED AS TO FORM: Office of DART General Counsel LONN� E. BLAYDE5 �ce President Commuter ��'l & Railroad Management CO�NTRACTOR � By: � � Title: Address: , 5 of 5 70TAL P.06 � I l � � � � I I � � � � � � N � � � J Ury !7G 77 rJ� • r�a rr� niy�r �i7u a i�cc.�� a �,u ��... r,� �....��....� , �. �........._....,. � :� � ■� ' ` . . . ......,..��:.:. �e r��.�„Oao� �a�x�a s» dds f�ar,�ru �r�a�e t� p.�s,r�ea a�d c+o►�t�rar t,�o,��o�r �nao� �YJ� � I�WdFral(� �d bsbw Ijyrnr haMt near�►e�d dris �miiaaloa lr� error, or �i+e nv�able in de� 1; pk�se �rotljy �he smdol�rne�3aitly�d desb+ay tl�isf�me�. . ssoa NOR�-r� tuw�N sr�r • FORT WORTH, roc�s 7e�7� Please deliver the following material as soon as possible. To: �� u �% ( C j� �� Y� From: - i irr� �-1 V �� F�. l_./ l / r � � � � � � 1 � f� C�. (�3171352�29� � Phone: Phone: ($171352 - � cl0 � J. Date: � 1��l � Time: �% �� a.rr /p.m. Pages: (incliading this one) ( Message: � �c� C � !M ��"TS —� �.�C N-t (3 , � �' � ' � -- �xl-�iKrT „�'--I ', �-rT� � � F n � L� � L Ns z� � Fn 1� f�i �� ao�'U�F,✓`�, J VI1 VL �� cJ.i- vv � i � r.r� �.r� r. .v. � .rr.... .�. . . "_ �_ ' _____ _— _ _ _ _ _ _ J � � i.ox c�� Ad`T�I1�I� �� CONx'YtACTOR REQUIREMENTS - 1.01.01 The Coatractor shall 000peratc with TiiE BURLINGTON NdRTHERN AND SANTA FE RAII.WAY � COMPA�NY, heneinaRer refemed to as "Railway", where work is over or under, on or adjacent to Railway properry and/or riP.�ht-af�vay, iu�rea�ier referred to as "Railway Property", during the oonsuuctian of SCHWA�trZ AVF�NLTE (DOT No .275-Z44iJ1- WIDENiNG & IlvIPk�OVlNG GrRADE CROSSING. �� - 1.01.02 17ie Conuact,or shall plan, sc�adule a.nd condnd all work activities so as aot to interfere �vith the movcmcat of any trains on Railway Propetty. . • 1.01.03 The Contractot�s righc to enur Railway Propeny is subjec[ to the absoluie right of Ra�.iway to cause the Contractor wozk on Railway Property w cease if, in the opinion of Railway, Cantractor a�ctivities create a hazard to Railway Praperty, employees, and/ar operaaons. • 1.01.04 'Ibe Con�actor is responsible for detecmini.ng and complying with all Federal, State aad Loati Gavernmental laws and rogulations, including, but not limited to, envirorunental, health �nd safety. The Contrauor shall be responsiblc for and ind�amnify and save Railway hazmless from all fines or penaltics imposed or assessod by Fedr.ral, State and Local Goverztmental tlgencies against the Railway which arise out af Comractor work und�er this Agreeme�t. � • 1.01.05 The Conuador shall notify the Qtv of Fort Worth - at �81'n 5�1-7800 and Railway's Manager Public Projects, teleghone number ! 817 ) 352-2902 at least thirty (30) working days before commencing any work on Raitway Propetiy. Contradors noti.fioation to Railway, shall zefer to Railway file: 275244. � � � _J wJ � � � � - 1.01.06 For any falscwork above airy tracks or arty excavations located, whichever is greates, within tweaty-five (25) fea af the nearest tcack or intersecting a slope from che planc af thc tap o� rail on a 1 1/2 horizontal to 1 vcstical slope beginning at elcven (11) feec from oentcr linc af the nearest t�ack, both measured perpendicular to catter line of track, the Contractor shall furnish the Railway five sets of workiag drawings slwwing daails af construdion affecting Railway Pro�xrty and Uacks, The wozking drawings shall include the proposed method of installation and rema�val af falscwork, shoring oi cn'bbing not inclu�ed in the coat�act plans and two sets of stzuchual calculations of any fals¢work, shoring or cn'bbin.g. All calculations shall take into consideration railroad surcharge loading and shall be designed to meet American Railway Engineeting and ��int,r�a*+c�-of=Way Association (pncviously known as American Railway Engineerin� Association) Coopers E-80 live loading standard All drawings and calcularions shall be stamped by a registered professional engineer licensed w p�racticc in the stau che projat is locatvd. The Conuaaor shall not begin work umil notified by the Raiiway that plans have bxn approvad. The Contractor shall be iequired to use lifting devic,�s, such as cranes ancUor winches, w place or to remove any falsework over Railway tracks. In no case shall the Contractor be relieved of zespons�biuty for resules obtained by the implementation af said approvod plans. • 1.01.47 Subjezt to the movement of trains, Railway wiII eooperace wirh the Contractor sucIi chat tiue work may be handLed aad pc�formod in an efficieni manner. Tha Contractor shall have no clai.m whatsoevtr for any type af damagcs or for eura or ad�tional compensatioa in the eveitt his worl: is delayed by the Railway. , March 27, 1998 Page - 1 � J UIY YJG 77 V � • c�� i� LI 1JI u ,�. • � ,��. • � ,.. � � -- `-- � � � fl X.�2 A�TCCIfitlit 1.02.01 No employee ot the Coatractor, its subcontractors, agents or invitees shall enter Railway properiy w'tthout first bxviag attended a BNSF Contractor Safety Orientation sessioa The Contractor shall tesure that at a miuimum its on-site Project Supervisor(s) have aitended a Safety Orientation conducted by the Railway, or its represeatative, and that eich of its employces, subcoatractors, agents or invitees have roceivcd the s�me Safety Orientation through sessions conducted by or t�rough the Contraetor before any work is pertor,med on the Project The Contractor shall give Railway a minimum of thirty (30) days 1dv9nce notice for xhedulin� the Satety Orientation. 1.03 Railway Requiremtnts R'1 - 1.03.01 T'he Cuntrasxor shall take proceczive m�asur�s as aro necessary to keep Railway facilities, including track ballast, free of sand, debris, and other foreign objects and mate�ials resulting from his operations. Any damage ta Railway facilities reailting from Co�ractor operations will be repaired or replaced by Railway and the cost vf such repairs or replacemeat shall be paid for by the Agency. � � • 1.03.02 The Contractor shall notify the Railway's Division Superintendsut ar. 14100 John Day Rnad, Haslet, ?X 76052, Fax No. (31?) 224-7010, and provide bLasting plans to the Railway for review seven ('� calendar days prior to conducring any blasting operarions adjaoeac to or on Railway Properry. - 1.03.03 The Contraetor shall abide by the following clearances dur�ng oonstruction: • 25'-0" • ,11�M LL. ' � � � � • 2T-0" • 28�-0� • 30'-0" • 34'-0" i%rizontally from oenter line of nearest track. Vertieally above top of rail (Temporary Falsework Clearance may be reduced to 21'-6" Subject to Railway and Public Utilities Comuussion apprvval) Vertically abave top of rail for elecUic wires carrying less than 750 volts Vertieatly abrnfe top of rail for electric wires carxying 75U volts to 15,OW v+olts Vcrtically above top of rail for electric wires carrying 15,000 volts to 20,000 volts Vertic,�lly abave top of rnil for eladtic wices carrying more than 2U,UW volts • 1.03.04 Any infringement within State statutory clearances due ta the ContracWr's operations shall be submitted to the Ra.ila+ay and ta the Citv af Fort Worth and shall not be undertal:ea until approved in writing by the RailwaY, and until the Cltv of Fort Worth has obtainad any necessary authorization from the State Regulatory Authority for the infringement. No extra eompen.cation a+ill be allowed in the evecrt the Contractor's work is delaryed pcnding Railway approvai, and/or the Statc Rcgulatory Authonty's approval. • 1.U3.05 In the case of impaired vertical clearance above top of rail, Railway shall have tha option of installing tcll-tales or other protective dcvices Railway dtems nxessary for protection of Railway operations. ?he cost of cell-tales or procaxive dcvices shall be borne by the Agenry- • 1.03.06 The details af constnution affecring the Railway �roperty and tracl:s not included in the eonuact plans shall be submitted to the Railway by (�.tv af �ort Worth for approval before woric is nndestaken and ti�is work shall not be undertaktn unti.l approved by the Railway. • 1.03.07 At other than public road ciossings, the Contractor shall not move any equipment or materials across Railway's tracks until permission has been obtaine� from the Railway. The Contractor shall obtain a"Temporary � Privatc Crossing Agreement" from the Railway prior to moving his oquipmei►t or materials across the Railway's tracks. The tempozary crossing shall be gated and locked at all times when not requised for use by the Coatraotor. �, The temporary csossing for use of the Contraetoz shall be at the e�pense a� the Concraaor. � • 1.03.08 Discharge, release or spill on the Railway Property of azry hazardons substances in �acess of a reportable quantiry or any hazardons waste is prohib�ited and Contractor shall immcdiately notify the Rail�vay's Resoura Mazch 27, 1998 Page - 2 ' JVIi VL .+� vr v. . .. ..�.�. �..�.�..�_"_. _. � � Operations Center at 1(800) 832-5452, of any discharge, release or spilis. Contractor shall not allow Railway propercy to b000mc a treatment or storage facility as thos� tcrms arG definod in th� R,esourae Conservatioa and Reoavccy Acc or any statc analogue- ,' • 1.03.09 The Contractor, upon comglcdon a� the woi'k covered by this contracc, shall promptly remave from the Railway Property all of Contraaor's tooLs, oquiPnum, im}�lemeats aad otha matcriats, whether broug�t npon said Pt�P�Y �!' said Convactor or any suboont�actor, employee ur agent of Conuaaar or of any svbcontractor, and � shall cause Railway Properiy to be left in a condition acceptable to the Railway representative. � 1.04 Contractor Safety Action Pls�n • 1.04.01 Eac1� Coatractor shzlt devdop and implement a Safety Action Plan �ich shall be mide iviilable to � Rvlw��y prior to commcncemeat of anp w�ork on Railrvay Property. buring the performance of �vork, the Contracinr st�11 wdit iu oomplia,�ce w�ith the Safety Action Plan. The Contractor shall desi�nau an on-uce Prnject 5upervisor �v6o sb�alf sern as th� contact person for the Rnilfv� and rvho ah�ll unaintaia a copy of the Safety Action Plan and subscqumt audiis at the job site far inspeciion and t�view� by the RaiMay at any � time during the coune o! the project The Safety Action Plan s6a11 contiin, but not be limited to, the following; �j • Contracmr's Exnployae Sr�fety J • safecy orieat�tion tsec 1.02.01} � Job Bciefengs (SecL06.01 & L06.02) � + Personal Protective Equipmmt ( Sec 1.06.08) � Protoctinn oi �ilway FacYlitits and Railw�ay �1a�er Servic,�a (Stc X.03.05 & 1.05y • Protection of Coatract �mployees R'orking Nearer Thaa ?S Feet from any 'hAck (sec 1.06.03) � • Work After Hours (Sec L06.04) � • Coatractor Emplosee Training • Pcr�onal Iajury Reportiag (Sec �.09) • Acc�de,�t Tnvestigation �und Analysis ^� + Higb Risk Work Artas/Situations � °•--�+� -�� NotiFcatiou of Damage w Raiiw�y Prnperty or �azards Thst Couid A,ffett tbie S�tfe Operatioo • of Trains (Scc ].06.0� • Fa1s�e�vorlJShoring Aff�cting the Xntegrity of Tr7tcks (Sec �.OLO� � • C%arances APfecting the Yntegrity of Train OQerations (Sec L03.03) • Moving Equipmeadt and M�teriais uross X�itws�y's 'hxcits (Scc 1.03.07 Bc 1.05.02e) • Security of Machines, Equipnnmt and Vehicles (Sec 1.06.10) � + Porrerline Safety (Scc 1.06.iZ) + Excavation Safety (Sec 1.07) • High I�sk Employee� � • Alcoaol and Drug Use (Scc 1.06.0� ` • i�r�zrnns or De�tdly Wea�ons (Sec 1.06.07) • property Damage, Housekeeping and Clean-up (Sec 1.03.01 & 1.03.09) • Storage of l�atcris�ts (Sec 1.06.09) � • Facility Auditing • Compliance w�ith Y.a�vs (Scc L01.04) • H�eardous Substswca snd Materisls � • Discharges, Rele�s�s siud Spills (Sec L03.08) I • Hazardous Mstterials Encouatered in Ezcavations (Sec X.08) � � March 27, 1998 Page - 3 � JUfV 1�G 77 YJ7•v.lr rrc Div.�r ci7uin��.�,u � �N. "��.....t��..� ,._ �.......___- --- -- 1.05 Protection of Railway Faciliiies and Railway Flagger Se,rvices: • 1.05,0] The Contractor shal� give a minimeun of 30 calendar days writien notice to th,e Railway's Roadmasier at 4028 Deen Road, Fort Worth, TX 76106�111, in advance oFwhen flagging sesvices will be required - 1.US.Q2 Railway flagger and protsctive services ar►d devices will be requiared and fiunished whea Contzaaor's work activities are located wer or undet or within twenty-five (25) feet measut�ed horizoatally f�om ceater line of the nearest traek and when crames or similar oquipm�cat posiaoned outside of 25-foot horizonrally from track cepter line that could foul the t�cadc in the event of tip ova or other cacasuophic ooc�rrencx, but not limited chereto for the following conditions: � • 1.OS.02a Whoa in the opinioa of the Railway re�ueseatativ� it is necessary to safeguard Railway P*opertY> en►ployccs, trains, cn�gincs and faeiliacs. . • 1.05.02b When aIIy excavation is perfornned below the botWm vf tie elevatioa, if, in the trpinion of Railway representative, track or other Railway facilities may be subject to movement or seitlement. • 1.OS.02c When work in airy way incerferes wich the safe operaaan af trains at timetable speeds. • l.USAZd When any hazard is presented co Railway traek, oommuaications, signal, electrical, oz other ` facilities euher due to persaac, material, equipment or blasting in the vicinity. e, , • 1.05.02e Special perenission must be obtained from the Railway before movi�g heavy or cumbersome objects or equipcnent which might result in making the track impassable_ `"° 1.05.03 Flagging servioes will be performed by qualff'ied Rail,way flaggers. The base cost per hour for (1) IIa�er is 318.40 plus 160% for yeaz of 1999 for vacation allowance, paid holidays. Railway and Unemployment: � lnsurana, Public Li,ability and Proprrty Damage Insurance, health and welfare benefits, transportation, meals, �.., lodging and �ervision, for an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays. These rates ace snbjact to any incteases which may result from Railway Employees-Railway � Management nego�ations or which may be authnrizad by Federal aut}writies_ `"� • 1.05.03a� A flaggixig czew �enerally consists of one emplayee. How�ever, addidonal personnel may be ,... reqwired to protect Railway Pmperty and opesations, if deemed necessary by the Railway rtprestntative. • 1.05.03b Each time a flagger is called, the minimum period for billing shall be the eight (8) hour basic a�y. �,,, •�.OS.03c The casc of flagga setvices provided by rhe Railway, when deemed necessary by the Railway tepresrntative, will be borne by the Agenry. • 1.05.03d The average train ttaffic per 14-how period at Schw�artz Avenue is 24 freight trains at a rimetable spead of 20 MPH and 0 passeuger trains at a ametable speed of =,MPH and 0 switch � 1.06 Contrsctor General Safe ty Requirements • 1.06.01 Work in the prozi+a�ity of R�tilway track(s) �is poteutially hazardous whcre movement of trains and equipme�ut can uccur at aay time xnd in any directioa All work performed by Contractors .rithin ?S feet of � ceater line of any track shal! be in compliance witb FRA 12oadway Worker ProtectioQ Regulaiionx � • 1.()6.uZ Before beginning aay taslc on Railway Prope�y, a t6orough job satety DridSng s6911 be condutted witb� all personnel iavoived with the tas{: and rtpeated when the personael or task cha�$e�. If tLe task is within 25 feet af ceater line of any track, the joD briefing must include the R�u�way's flagger and include the � March 27, 1998 Page - 4 , JVIV YJc 77 r��•ciu i i. ui,.,i �nu,�,��.�..�.... �,.�.. ...��....`.�..�.-. .— -------- --- -- J �I � � � J J J procedurea the ContruKor will use to protect its employees, svbcontractors, Agmts or invitees from anoving any cquipmcnt ad,jaccnt to or across any RaWrvs�y tr�clt(s� 1.06.03 Workers chzll not work nearer thaa 25 fcet to the centa Gne of auy track �rithout proper tlsg/�vork proiettion provided by the R9ilway, unless the track is protected by vack bulletin and �ork has been �u�orized bp the Raiiw�y. If tl�/work protection is provided, every Contractor employee must kumv: (1) wao the Raihv�y fl�agger is and ho�r to comt�ct the flagger, (2) Iimits of the flag��vork protrction, (3) the mcthod of communicatioa to stop and resume �vork, and (4) e�ntry inio fiaghvork limiis whea desi�;nated. Men or equipmeat enwing ila�rvork limits th�tt wese not pr�vioualy job briefed must notify t6e t7agger immediatdy aad be g�ivca a job briefing if worldng at ieas d�an 2S feet from center line of tr�c� -�.06.04 Whea Contnctor emptoyees are rtquired to xork on the itailway Property a�r normal worlcn� honrs or on rved�cends, the Railway's repr�sentative in charge of the prajert must be noti%ed. A mrnimum of twro eaepioyecs �6aU be prese�t �t all time.�. •�.06.05 Auy ContracWr emptoyee, i�ts subcont�ractars exnployee, agarts or invitas under suspicion of being under the influence of dtugs or aloohol, or in thc possession of same, will bc removai from the Railway Property and s�bsoquen8y re(eased to the custody of a representative of Contractor managemeat. Fuwre a�ecess to thc Railway Ptoperty by that employee will be denied. . � • i.U6.06 Any damage to RailwaY ProP�x'tY, or azry haxard that is noticcd on passing trains, shall bc rcporcfld immediateiy to the Railway represeatative in charge of the project. Any vehicle or machine which may come in conxaa with a tiack, signal equipment, or st=ucture (bridge) could result in a trai�n derailment and sl�all bc r�ported by the quickest zneans possibte to the Railway representative in cbarge o� the pxoject and to the �tail�y's Resource � Operations Cemer at 1(800) 832-5452. Local emer$ency numbers are to be obtained from che Railway represenracive in charge of the project prior to the start of any work and shall be posted at the job site. � • I.U6.07 All persons are prohibited from b,avi.ng pocket knives with btades in excess af three (3) inches, firearrus or other deadly weapons in their possession while working on Railway Properry. • 1.06.08 All personnel protecti��ve equipmeirt nsed oz� Railway Propecty shall maet applicable OSHA and ANSI � specifications. Railway personmel protective equipme� reqpirements are; a) safery glasses: perman,endy affixed sideshidds; no yellow lenses, b) batd hats with high viSibility ora�ge oover, c) saf�ry shoe�s: hardc,aed toe, abovc-th,e-ankle lac�up with a defined heel snd d) high visibiliry retro-reIloctive orange vests are required as � spec�ied by the Railway's rqxestntativc in charge of the projed. Hearing protection, fall protection and respira[ors will bo worn as required by State and Federai re�ilations !'J ■I • 1.06.09 ?1�e Contracoor shall not pile or store any materials, machin�ery or eqnipment closer than 25'-0" to the center line of che nearest Railway track. At highway/rail at-grad�e crossings, materials, mac2iinery or equipment shall not be stored or left temporarily which intsrferes with the sight distances of motoris� approaching the erossi�g. Ptior W beginning wor�, the Contractor will establish a storage area with concurrence of the Railway's represeniative. • 1.06.10 Machines or vehicles must na be left unatrtnded rvith the engine n�.nning. Paxkad ma�chinas or equipment � must be in gear with brakes set an� if equipped with blad�, pa�a or bucket, they must be lowrsed to the ground AIt mschinery and equipment le,ft unattended on Railway Prop¢rty must be leR inoperable aud se�ued agaiast movemenG � • 1.06.11 Worker5 must not treate and leave auy conditians at the wark site that would interfere with water drainage. A.uy work peiformed aver water shall meet all Fed,e��l, State and Z.ocal regulations. � • 1.06.12 All powex lint wires must be consid�ered dangerous and of high voha.ge unless Conlractor h� baen inform�d w ti� oontrary by psnper authozity. For all power lines the minimum clearance between the lines and any part of the equipmeat or load shall b� 200 KV or belaw - 15 £eet, 200 to 350 KV - 20 feet, 350 to S00 KV - � March 27, 1998 Page - 5 ■J JVI� VG. �� v�-vv � �� ✓��v� .��.......r...�..�.... . .� ��'��__ '_ ________ r� i�� il 25 feet� 500 to 750 KV - 35 fie�t, 7S0 to 1000 KV - 4S feet and if capadt�+ o�£ the lizie zs not known, miaimum clesrance of 45 feet musc be mainta�ined. A person shall be desi�uateri to obeerve clearance of the aquipment and give a timcly wazning for all o�x�rations where it is difficult for an cYperator to maimain the desired clearance by visual zueans. 1_07 E�cavation � - 1.07.01 Btfore excavating, it must be ascertaiiued by the Coa�actor if there are any underground p4pe lines, electric wires, or eables, ineluding fiba optic cable systems, that eithcr cross or run parallei with the track whieh are located within the ptoject's work area. Exc�vating on Railway Properiy could result in damzge to.buried cables � resulting in delay to Railway traffic, includi�g �sruption of service to users res�ilting in business interruptions involving loss of revenue and ps+Qfiu. Before any r.xca�vation commences, the Contraaor must contacx the Railway's Si�nal Supervisor and Roadmastcx. All undcxground and averhead wires must bc considc�od HIGH � VO�.TAGfi and dangcrous until veri£ed with the company having owztaship of the line. It is also the Conuactor's responsibiliry to notify any other companies that have underground utilities in the area and arrange for the location of all undergraund nulities before e�cavati�. � - 1.07.02 ?tu Contractor must cease all aork and the Railway nuust be notified immediately before oontinuing excavatioa in the azea if ob�wetions are aacouc�te�d that do not appear on drawings. Zf the obstzuciion is a utility, and the owner of the ntiliry can be identified, then ths owner should also be noiified immsdiately. If there is azry � doubt about the location of undergronnd cables or lines of any l;ind, no work will be performed until the exaa location has be�a decermined Thene will be no ear,�xions to these instructions. • 1.07.03 Ail exca�+ations shall be eondueced in compliana with applicable OSHA regulations> and regardl�ss of � depttt, Shall be shoted whtre there is aay dangtr W t�acks, srcuctures or personnel. • 1.U7.U4 Any excavations, holes or trenches on Railway Property must be covered, guarded andJor protocted ahen � not being worked on. When lraving work site areas at nig�t and over wakends, all azeas musL be secured antd leR in a condition that will ensure that itailway empl�yees and other personnel who znay be working or passing through the area a�re protea.ed from all ha2ards. All excavations must be back fiiled as soon as possible. � 1.08 Hazardous Wsste, Substances and 1VXate,rial Reporting � • 1.08.01 If Contrac;tor discavers auy hazardons waste, hazatdous substance, petroleum or other d�eleterious material, including but not limitcd to any aon-containerized commodity or material, on or adjacent to itailway Properry, in or near airy s�u#a�ce vvatex, s�vamp, wetlands or waterways, while perfoiming any work und�z this Agreement, Contraccor shall immediately: (a) notify the Railwa}�s R,esouroe Operations Cencer at 1(80�) 832-S4S2. � of such disoovery: (b) take safeguarrLs necessary to protect its employxs, subcantracioz�, agents and/or third p�rdes: and (c) e�ezcise due care with respect to the release, including the taking a� any ap,propriate meas�ue to tuinimize the impacs of such release. � 1.49 Persoaal Ynjury Reporting �k • 1.09.01 The Railway is required co repon cestain injuries as a part af compliance with �ederal Railroad Ad�mizustration (FRA) rCporting requirements. Any personal, injury sustain,ed by an employee of the Contza.ctor, svbcontracior or Concracior's inviucs whil� on the �tailway Property must be nported iromcdiauly (by phone mail if unabie to oontact in person) Go the Rai►way repzesemtative in chazge of the project. The Noa-Employee Persanal � Injury Daia Collection Form conrained herein is lo be completed and sent by Fax w th,e Railway at (81'n 3S2-7S9S and to the Raila+ay representacive no 2acer than the close of shiR on the date of the injury. � iJ March 27, 1998 Page - 6 � J J J � NON-EMPLOYEE PERSONAL INJIIRY DATA COLL�CTZON IlIFORMATION RF�QUIRfiD TO BE COLLECTED P'URSUANT TO FEDERAL REGULATION. IT SHOULD B�E USED FOR COI�Q'PY,IANCL 'WZTH FEDERAL REGUTATIONS ONLY AI�ID IS NOT IIVTEN'DID TO PRESUME ACCEPTANCE OF RESPONS�II,SS'Y OR LTAB1LrYY. 1. Accideat Ciry/St 4. County: (if non-BNSF location) 7. Social Security �! 3. Name (last, first, mi) 9. A.ddress: Street: 1p. uauofHirch: 2. Date: S. T;....r...,..�..:.. City: andlor Age iZ. �a� Inj�uy: (i.e. (a) I.aceration (b) Hand) 13. llacriptioa of Accident (To incluck locadan, action, rautt, etc. ): ] 4. Trcatmcnt ❑ Fint Aid Only ❑ Roquirod Mndical7Yeauntut ❑ Ott�er Medical7reatmeat 15. Dr. Name l7. Dr. Address: Sa�t: 18. Hospital Nama: 19. Hospital Addms: S�eC 20. Diagaosis: City: City: 11. Gendes: (if availablt) ib) B�a}' �: 3. Time: 6. Westher St Zip: 16. Datc: St• Zip: St Gip: FAX TO RAII,WAY A'x' ('8�'� 332 7595 AND COPY TO RAILWAY REPRESENTATNE lV�arch 27, 1998 Page - 7 JUI`I GJG JJ c+� v.i � �� u�..,� �.� �..... �....�.....�. .."' __' __ -J J � J � J 1 � �! � � � � � � � � � !J rx;�: �: M � �� Between TiiE BURLiNGTON NORTHERN AND SANTA �'E RA�I.WAY COMPANY suid the CONTRE#CTOR THE BURLINGTON NORTSERN AND SAN�'A FE RA,II�WAY COl►�ANY 5800 North N1ain Street Fort Worth, TX 76�79 Attmtion: M:nager Public Projecu Railway Fyla 275244 - Liue Se�ment 485, M'�lepost 4.35 Agency Projcet: 5c6�rartz Avenue (DOT No. 275-244U} - Widening &�naproving �rade Crnataia�; Genc�emeu: The undersigaed, hcrcina8er referred to as Contractor, has entiered into a Contracx dated _ 1999, with the G�tv of Fon Wonh for the perfocrnancc of certain work in coane�tian wxxth the projacc: Schwarrz Avenwe - Widenine 8t Imrnavin� Giade Cr�ussin�, in the perfozzinance af which work the Contractor will necessarily be roquired to condnct operadons within T�iE BURLINGTON NORT�ERN AND SANTA FE RAxI.R/AY COMPANY ("Railway��), zight af way and ProPeciy ("Railway Property"). The Contract provides tbat no work shall be commenoed witiun Railway Propezty until the Contractor �mployed in connection with said work for Citv af Fort Worth shall have cxecutetl and clztivered to Railruay an A��eement, in the form hertof, and shall have provided insurance of the coverage and limits spec�ed in said Contract and Section 2 of this Agzeement. lf this A,gxeement is executed by other than the Ownar, General Partmer, President ar Vice President of Contsactor, evidence is furnished to you herewith certifying that the signatory is empowered to execute this Agreement for the Contractor. � Accordingly, as one of the indn�cemencs w and as part of the eonsideration for Railway granung permission to Conicac;tor to enter upon Railway Properiy, Conuactor, cffcctive on the date of said Canuact, has agteed and does hereby agrce with Railway as follows: Section 1. YtFT.Fecg O�' x,IA,gII,YT'Y AND INDEMNTTY Comracxor agrees to release Railway from anp claims arising from the perfom�ance of this A�ent wt�ich Concractor or any o� its employees, s��beomractors, agents or imricees could otherwise assert against Railway, regardless of the neg�igence o�Railway, except to the extent that sach claims are proximately caused by the intentional misconduct or gross negligence of Railway. Concraetor shall indemnify and hold hatn�less Railway for all jud�nents, awards, claims, demands, and expenses (including attorneys' fees), £or injury or desth to all persens, including Railway's and Contraetor's afficers and emplayees, and for loss and damage to propesty belonging to arry puson, arising in aay manncr frorn Convactor's or any of Contractor's subcontractors' acts or omissions or failure to perform azry obligation hereunder. TSE LIABILIT'Y ASSUMED BY CON?RACTOR SEALL NOT BE AFFECTEA BY THE FACT, �' YT IS A FACT, THAT 7HE DEST�UCTION, DAMAGE, DEA'�'�, OR INJQRY WAS OCCAS�ONED BY OYi CONTWSUTED TO BX THE NEGY.YGENCE OF RA,II,WAY, TTS AG�NTS, SE�tVANTS, EMPiOYEES O�t OT�ERWISE, EXCEPT TO THE �TENT TSA'� SIICH CLAIMS ARE PxtOX1MATELY CAYTSEx1 BY ?HE ri�TTENTxONAL 1VQSCONDUCT OR GROSS NEGLIGENCE OF RAII.WAY. Approve VP Law March 18, 1998 March 27, 1998 - Page 1 !J JVII GJL �� vr Wv . �. �..�. �..�.�..��.._ _. � � � THE INDEMN�XCA2iON OBX..XGA,'xXON A,SS1U1vXED B'Y CONxRACTOR S�AY.L YNCLUDE ANY CLAnv1S, SU�15 O�t JIIDGN�ENTS BROUGHT AGAINST RAXLWAY UNDER TSE ��AFR1i• EMPLOYEE'S LiAB�I,x'�'X A.CT, INCLIIDING CLAIlVIS FOR STRICT LIABILITY II�IDER THE SA'EETY APPLIANCE ACT OR TSE BO�.Ext 1NSPECITON A,CT, WHENEVER SO C�.�+�IMED. Contractor #'urther agrees� at its expense, in the name and on behali o� �taii�way, that it shall adjust and � sctde all claims made against Railway, and shall, at Railway's discretion, appear aud defend azry suits or actions of law or in eq�tiiy bronght aga.inst Railway on any claim or cause o� action arising or growing oui of or in aity manner connected with any liabiIity assnmed by Contractor under this A.�reement for which Railway is liable or is � alleged to be liabk.l2silway shall give nocice to Contraccor, in writing, of the reoeipt or pendency af such claims and thezwpon Contiactor shall proceed to adjust and �andle to a conclusion such claims, and in the evem of a suit being brought againsc Railway, Railway may forward svmmons and complaint or ather process in connection therewith co Contractor, and Convactor, at Railway's discr+etion, shall defend, adjust, or seale such svits and � protect, indemnify, and save harniless Raitway from and against all damages, judgmenis, decrees, ariorney's fees, oosts, and expenses growing ont of or resuiting from or incident co auy such claims or suits. . � J � It is mntually underscood and agreed that the assumption a� liabilities and indemnification pravidcd for in this Agrxment shall survive any t¢rrnination of this Agre�un�nt. Sation 2. INSURANCE. (a) Before conunencin.g any work wnder this Ageem�at, Contractor must provid�e and maintain in effect tiuoughout the term of this Agreemau insurance, at Contracto�'s ea�pennse, covezing all of the wark and setvias co be perfoaned hereunder by Convactor and each of its subcontracton, as describad belaw: (1) Worker5' Compensation cover3ge as is reyuired by Stat�e law. THE CERTIFICA'Y'� MUS2 CONT'AIId A SP�C�IC WAIVEYt OF T�'E ri�TSURANCE COIHPANY'S, SUB�tOGA7ION RIGH'Y'S ACxA.Y�ST THE BURLINGTON NORTHERN AND SAN'x'A, � �,waY co��t. � (2) Commercial General Liabdliry insutanee cavering liabiliry, including but not limitad to Public �,.� Liability, Personal Injury, Prop�rty Damage and Contrac,tual Liability oovering the obligations ass�vned by Cor►a:actor in Section 1, with coverage of at least $2,000,000 pex occurrtnx and 56,000,000 in the aggzegate. Where explosion, collapse, or underground hazards are invohred, � the X, C, and U e�lusions must be remavod fram the policy. � � � � !1 � (3) Automobile Liability insutance, incIuding bodily injury and properry damage, with oovcrage of at lesst 51,000,000 combined single limit or the equivalent ooveling any and alt vehicles oanod or hired by the Contractor and used in performing any �f the setvxces under this agreement. (4) Railroad Pratective Liability insurance stating The Buxlington Northera aad Santa Fe Railway Company is the Namsd Insur�ed cu�vering all of ttte liability assumed by the Contracwr under the provisions of this Agroan�nt with oaverage of at least 52,000,000 pes occurrence and 56,000,000 in the aggrcgatE. Coverage shall be issued on a scandard ISO form CG 00 35 0196 and end�orsad to includ� ISO fotm CG 28 31 10 93 and the Limitcd Seepage aud Pollution Endorsement (see auaciied c�opy). The average train �c per 24-hour pesiod at Schwartz Avenue is 24 frei�ght trains at a timetable spaed of 20 MPH and Q gassenger trains at a timetable sj�eed of = MP'H and 0 svvitch engine movemmts. All insurance shall be placed with insurance companies lic�nsed to do business in the States in which thc woric is to be per%rmed, aad with a current Best's Insuranee Gnude Rating of A- and Class VII, or bctter. A,pprove VP Law March I8, 1998 March 27, 1993 - Page 2 � In all cases e:cc.ep[ Workers' Compeasation and Railroad Protective Liability coverage the cxrtificate must spec:i5cally state that TI� HURLINGTON NOiRTH�RN AND SANTA FE RA.iLWAY COMPANY TS, AN ADDTTIONAL INSURED. �y �o��g� �oraea x�iw�y, the Certificate Holder, az an Additional In.stued shall apply as grimaiy and not exoess to any cav�cag� issued in the name af Railway. (b) Such insurance shall be agpt�ved by tlt� Railway bef'ore any work is pe,rformed on Railway's Propeity and shall be r,arried until all work required w be performed on or adjaoeat to Railway's Property undez the terms of the contract is satisfactorily oompleted as determined by Citv of �on Worth, and thereafter until all tooLs, equiPmeat and materials not belonging to the Ra�ilway, have betn rema�vod from Railway's Property and i2ailway properry is left in a clean and prese�able candition. 'The ins�u�ai►a herein r�quir�d shall be obtaaned by the Contractor and Contrac[or shall fnrnish Railwsy with an ori�inal certificate of iqs�uanoe, signed by the insurance company, or its authoriud re�msentative, cvid�ncing the issuance of insivaiue caverage as prescn'bed in (a) 1, 2 and 3 above, plus the original Railroad Protecrive I�iability inswcactoc policy to: Attention: Laiuie Bishop The Burlington Northem and Sa�ta Fe Railway Comt�any Maintanance Fie1d Support 4501 Kansas Avcnu�e ICansas City, Kansas 661U6 The artificau of insurance shall guarantee that the policies will not be amended, alterad, modified or canceled insofar as the caverage contemplated her�undez is concer�aed, without at least thixty (30) days M notice mailed by rep�stered mail to Railway. � Full compensation for all premiums which the Contractor is zequixad w pay on a11 the insuranee described hereanaft.er shail be conside,red as incluci�ed in the prices paid for the various items of work to be per�armed nnder the Contract, and no additional allowance will be made therefor or for additional premiums which � � � � `J �J � 1 may be required try excensions of the polic,ies of insurance. It is fwcther distinct2y uade:stood and agraed by tb;e Contractor that its liability to the Railway herein under Section 1 wiA not in ai►y way be limited to or affected by the amount of insurance obrained and carried by the Contrador in oonnedion with said Contracc. '�'1►e Railway file rdereuce u►d [ocation infocmation sho�vu zt the top of this Agreemeat, must appear on any origiaai iasnrance policies or certificates oi iosurance seat to ltailwax by the ComracWr. Seetion 3. The Coatractor will observe and com�ly wizh all the grovisions, obli�-ations aad limitations to be obsezved by Contcactor which aze conbined in the subdivision of the specifications of said Contracc, entitled E7ti��'I' "C", CONIRAC'TOR REQI:TIl2EMENTS, and shall include, but aot be limited to, payment of all oosts incurr�d for any damages l,o Railway roadbed, tracics, and/or appurtenances thereto, r�ilting from use, xcupancy. or presence of ics employees, representatives, or ageats or subconcraccors an ar about the conswction site. 5ection 4. Contractor shall be nsponsibte to Railway, inciuding its affiliated railway companies, and its teaants for all damages for aay unscheduled delay to a fr�ight or passtnga tcain t2�at affects Railwa}�s ability to �uUy uriliu its oquipmeai and [o meet customer service and conuacc obligations. Conuactor will be billed, as £urthez providod below, for the economic losses azising from loss of use of equipment and tiain servic.e employees, contract�a�al loss of inaentive pay and bonuses, and contractual penalties resulu�g from [rain detays, whetius caustd by Concractor, or sub�contractors, or by the Railway p�rforming Railway Work. Railway agrees tt�at it will not perform any act to unnecessanily cause train delay, Approve VP Law March 18, 1998 March 27, 1998 - Page 3 i� C�� LJ u � For loss of n�e, Conu�accar will be billed per freight train haur at an average rate of f$385_33 in 19971 with amnuai adiustmertsl per hour per uaixi as dstermined from Railway's record Any rlisruption to train [raffic may cause delays to multiple trains at the same tim�e for the same period. In addition to the above damages, passenger, U.S. mail traias and oertain other grais�, ic�termodal, coal and freight trains operate undez incentivelp�akcy oontracts betureen �tailway and iu customer. Unc�er these arrao.gemeats, if Railway dors not m.eet its conuact sezvice conunitmeni, Railway may suffar loss of perfoz=nance or incentive pay or be snbject to a penalty paymeac Conuactor sha11 be respo�ns�sible for azry train pexformaztce and incentive penalties or other contractual economic losses actnally incurred by Raitway which are attributable to a trait� delay csused by Convactor, or suboonuacWrs. As cxample, a train arrives 30 minutes ailex its oontrad servica commitmeats and Railway is assessed � damages pex terms af the oontract. Either Contractor, and/or s�iboontractors, eaused a 29 minute d,elay to the vain aad there6ore arc uot responsible for any ttain perfozmancc and inoentive penaliz�s oz other coatractual ewnomac losses acivally innured by Railw�y. � � � � � � � � �� J � As e�mple, a train arrives 30 minntes after its contract secvice commitments and Railway is assessed cfamages per tenns of the contract. Either CoirtracWr, and/or suboontractors, caused a 31 minute delxy to the uain and therefon are 100% respons�ble for any uain pei%rn�anoe and inceative penalties or otiiez contractuat oconoatic Iosses actually incurred by Railway. Th� contractual relationshig belween Railway and its castomeis is gropxaetaay and confidartial. Iu the event of a train d�lay oovered by this A e�eanez�t, Railwxy will share information relevant to any train delay to the maximum extent cos�sistent with Railway oonfidentiality obl�gations. T�amages for train delay for cectain trains oould be as high as SSO,OUO.OU pcx incident " Caatr�ctor and subcontractor� sh�ll ptan, sch�dute, coordinatc and conducE �lI Coatractor's work so s� to aot cwse any ddays to any tcains. . Kindly xcJ.vow�ledgc rece�pt o�'this letter by signing and ret�traing to t}►e undersigtted trro originai copies of this letter, wWch, upon eae�ution by R�il�v�y, sba17 constitute aa Agreennent between us. Yours trulY, (Coatractor) � (Titic) Address ��. S�, Z�� The Bnrlington Nort6ern smd Saints Fe ��Ay co��zny gy v�ce Presid�ent and Chie£Engincez Acceptod chis day of 19 Approve VP iaw Marck� a 8, 1998 March 27, 1998 - Page 4 � � � � J LIlVITTED SEEPAGE, POLLi7TION AND CONTAMINATION COVE�tAGE ENDORSEN�ENT'WORDING � In consideration o£ the premium charged it is understood and agreed that Exclusion f. of Coverage A of this Policy shall not apply to the liability of the Insured resulting from secpage and/or pollution and/or contamination caused solely by: � � � � � � � � � � � � � � � a) b) c} unintended fire, lightning or explosion: or a collision or overtwrnaz�g of a road velucle: or a collision or overturnu� or derailm�nt of a train. Noiwithstanding the foregoing it is agreed that the coverage provided by this Endorsement shall not apply to: 1. ]oss o� damage to or loss of use of property directly or indirectly resultin,g from sub-surface operarions of the Insured, and/or removal of, �oss of or daznago to sub-surface oil, gas or any other substance; 2. 3 any site or location used in whole or xn part for the handling, processing, treatmem, storage, disposal or dumping of any waste mat�rials or substances; thc cost of evaluating andlor monitoring and/or controlling seeping andlor polluting and/or cornaminating substances; 4. the cost of removing and/or nullifying and/or cleaning up seeping andlor polluting and /or contaminating substances oa property at any time owned and/or leased and/or rented by the insuxed aadlor under the cornrol of the Insured. Notwithstanding the foregoing, Item 1 does not apply to turmels. Approve VP Law Ma� 18, 1998 March 27, 199$ - Page S ** TOTAL PAGE.13 ** 0 � � � �� ,i � U.S. ARMY CORPS OF ENGINEERS PERMIT CONDITIONS � J J J � *1 � J J � ■l � � J � DEPARTMENT OF THE ARMY FORT WORTH DISTRICT, CORPS OF ENGINEERS P.O. BOX 17300 FORT WORTH, TEXAS 76102-0300 REPLv TO ATTENTION OF• MSTCII 1, 1999 Environmental Division Regulatory Branch � SUBJECT: Project Number 199900106 J . �ir. Cia:y L. ��ickiry; P.E. � Teague Nall and Perkins, Inc. 915 Florence Street Fort Worth, Texas 76102 � Dear Mr. Vickery: l Thank you for your letter dated February 15, 1999. Your request has been assigned Project -� Number 199900106. � J � Mr. Stan Walker has been assigned as the regulatory project manager for your request and will be evaluating it as expeditiously as possible. However, because of our pernut workload it will take a while for us to respond. You may be contacted for additional information about your request. For your information, we are enclosing guidance on submittals and mitigation that may help you prepare future requests or supplement your current request. � If you have any questions about the evaluation of your request, please contact Mr. Stan �xl�ll �I ?.L :�:e 3G�f�FeSS 3h^Vr ^S t��t^,�20*:P �8�71q7R_�2�$j �rt�l rPfPr to yet�r �ssi,.a�n.?d project number. Please note that it is unlawful to start work without a Department of the Army permit if 'j one is required. J J � Enclosures � ■J Wayne A. Lea Chief, Regulatory Branch J D D � 0 � W � � � � y. � ' � � � � D a �� ca�ucuror � _. �i?iC t�c�e: ' $;a,a Walker T�: � v ��- � FACS;M[LE TRAYSMI i 1',il HFAQE3 SNE°T F,. �.. s.. r..,� .r..:s� :r :,. r.--•, 4-e.. oo�cu wu�t o��;c_ rsc,�scxe CfF(C_ N�. snceo� urrroYOHiG�✓. �v CFSWF�-R (8�7)978-355t Fsx v�. uaro�cy�. (81'7)978-7� �S 33 � -a��3 CUSS'�fiG171DN 7RECc"uE11te' N0. PAGcS L+Ai:•TI11iF MOVid T'u1R EtE��AS'c�'S SlGHA: UAE ' , O�dcdng rb+ :icsDa�. ' l� • ' ' • / / . �.w�zs '� � P. 1� W jt"E 'W �U� � �M� A v- � ��Q f �� f1 � � S N a�'� i G o�o�o ;fy�,� '�'t.t� 9�`C�- t J�fw� _� .�' �'� lJu ,�„A; �. _ 1� � � q R �o c� � � �-�,�. i DA FQFiM 391 &R. JUL 90 s��: ad��x ��v��s�:ru un a�rr oaro�u�sr�auc iza�� tS�Vf'C �IO 0 0 _� J � � !'J !'J � � NATIONWIDE PERMIT 14 Road Crossings Effective Date: February I 1, 1997 Fills for roads crossing waters of the United States (including wetlands and other special aquatic sites) provided the activiry meeu all of the following criteria: a. The width of [he fill is limited to the minimum necessary for the actual crossing; b. The fill placed in waters of the United States is limited to a filled area of no more than 1/3 acre. Furthetmore, no more than a total of 2001inear feet of the fill for the roadway can occur in special aquatic sites, including wetlands; c. The crossing is culverted, bridged or otherwise designed to prevent the restriction of, and to withstand, expected high flows and tida( flows, and to prevent the restriction of ]ow flows and the movement of aquaric organisms; � . d. The crossing, including all attendant features, both temporary and permanent, is part of a sir,gle and complete project for crossing of a water of the United States; and, e. For fills in special aquatic sites, including wetlands, the permittee norifies the Disfict Engineer in accordance with the "Notification" general condition. The notification must also include a delineation of affected special aquatic sites, including wetlands. D This NWP may not be combined with NWP 18 or NWP 26 for the purpose of increasing the footprint of the road crossing. Some road fills may be eliQible for an exemption from the need for a Section 404 permit alto�ether (see 33 CFR 323.4). Also, where local circumstances indicate the need, District En�ineers will define the term "expected high flows" for the purpose of establishing applicabiliry of this NWP. (Sections 10 and 404) � � � � D ■I D D � � NATIONWIDE PERMIT CONDITIONS GENERAL COND[TIONS: The following general conditions must be followed in order for any authorization by a NWP to be valid: Navisation: No activiry may cause more than a minimal a8verse effect on navi�ation. 2. Prooer Maintenance: Any structure or fill authorized shall be properly maintained, including maintenance to ensure public safery. 3. Erosion and Siltation Controls: Appropriate erosion and siltation con�-ols must be used and maintained in effecrive operating condition during construction, and al] exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest pracricable date. 4. Aauatic Life Movements: No activiry may substanrially disrupt the movement of those species of aquatic life indigenous to the waterbody, includin� those species which nornially migrate through the area, unless the activiry s primary purpose is to impound water. 5. Eauinment: Heary equipment working in wetlands must be placed on mats, or other measures must be taken to minimize soil disturbance. . ' 6. Resional and Case-bv-Case Conditions: The activiry 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 condidons added by the Corps or by the state or tribe in its section 401 water qualiry certificarion. 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 Federa] agency, with direct management responsibility for such river, has determined in writing that the proposed activiry 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 azea (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, li.S. Fish and Wildlife Service.) 8. Tribal Riehts: No activiry or iu operation may im�pair reserved triba( ri�hts, including, but not limited to, reserved water rights and treaty fishing and hunting righu. 'li � � ,I � J I'� 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 certain states, an individual state 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 tiveatened or rndangered'species or a species proposed for such desi�ation, 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 activiry until notified by the District Engineer that the requiremenu of the Endangered Species Act have been satisfied and that the activity is authorized. B. Authorization of an activity by a nationwide permit does not authorize the take of a threatened or endangered s�ecies as � • defined under the Federal Endangered Species Act. In the absence of separate authorizaaon (e.�., an ESA Section 10 Permit, a Biologica] Opinion with incidental take provisions, etc.) from the U.S. Fish and Wildlife Service or the Narional Marine Fisheries Service, both lethal and non-lethal takes of protected species are in violation of the Endangered Species Act. Information on the location of threatened and endangered species and their crirical 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:/hvww.fws.gov/—r9endspp/endspp.html and � http://kingfish.spp.mnfs.gov/tmcintydprot_res.htrnl#ES and Recovery, respectively. � 12. Historic Pronerties: No activiry which may affect historic properties listed, or eligible for lisring, in the Narional Re;ister of Historic Places is authorized, unril the DE has complied with the provisions of 33 CFR Part 335, Appendix C. The prospective permittee must norify the Disnict Engineer if the authorized activiry may affect any historic properties listed, determined to be eligible, or which the prospecrive permittee has reason to believe may be eligible for lisring on the Narional Re� ster of Historic Places, and shall not begin � the activity unril norified by the District Engineer that the requirements of the National Historic Preservarion Act have been satisfied and M that the activiry is authorized. Informarion on the location and existence of historic resources can be obtained from the State Historic Preservation Office and the Nationai Register of Historic Places (see 33 CFR 330.4(�)). � 13. Notification: A. T9mine: Where required by the terms of the NWP, the prospective permittee must notify the District�Engineer with a Pre-Construction Norification (PCIV) as early as possible and shaq not begin the activiry: � 1. Until norified by the District Engineer that the activity may proceed under the NWP with any special conditions imposed by the District or Division En;ineer, or � '� � !1 li � II � �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 norification and the prospective permittee has not received notic.e from the Disn-ict or Division En� neer. Subsequently, the permittee's ri?ht 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 ofNotification: The notificarion must be in writing and include the following informarion: Name, address and telephone numbers of the prospecrive permittee; 2. Location 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 acdvity; and ' � 4. For NWPs ]4, 18, 21, 26, 29, 34, and 38, the PCN must also include a delineation of affected special aquatic sites, including wetlands (see para�raph 13(fl); 5. 6. � For NWP 21 - Surface Coal Mining Acavities, the PCN must include an OSM or state approved miri�arion plan. For NWP 29-Single-Family Housing, the PCN must also include: Any past use of this MVP by the individual permittee and/or the permittee's spouse; Ll � � ii. A statement that the single-family housing activiry is for a personal residence of the permittee; iii. A description of the entire parcel, including its size, and a delineation of weilands. For the purpose of this NWP, D parcels of land measuring 0.5 acre or ]ess will not require a formal on-site delineation. However, the applicant shall provide an indication of where the wetlands are and the amount of wetlands that exisu on the properry. For parcels ;reater 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(fl); D iv. A written descriprion of all land (including, if availabie, legal descriptions) owned by the prospective permittee and/or the prospective permittee s spouse, within a one mile radius of the parcel, in any form of ownership (inciuding any land owned as a parmer, corpontion, joint tenant, catenant, or as a tenant-by-the- entirery) 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 permittee must either notify the DisU-ict Engineer with a Pre-Construction Norification (PCI� prior to each maintenance activity or submit a five year (or less) maintenance plan. In addition, the PC^V 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 draina�e is not increased; ii. A delineation of any affected special aquatic sites, including wetlands; and, iii. Location of the dredged material disposal site. � 8. For NWP 33 — Temporary Construction, Access, and Dewaterin„ the PCN must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquaric resources. � C. Form of Notification: The standard individual permit appiication form (Form ENG 4345) may be used as the notification � but must cleariy indicate that it is a PC�I and must include al] of the information required in (b) (1)-(7) of General Condirion 13. A letter may also be used. �D. District Eneineer's Decision: In reviewing the pre-construcrion notification for the proposed activiry, the District En�ineer M will determine whether the acriviry authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public intetest. The prospecrive permittee may, optionally, submit a proposed mitigation plan with the pre-construcrion notification to expedite the process and the District Engineer will consider any optionai mirigation the applicant has included in the proposal in determining whether the net adverse environmental effects of the proposed work are minimai. � If the District Engineer determines that the activiry complies with the terms and condirions of the NWP and that the adverse effects are minimal, the District En�ineer will notify the permittee and include any conditions the DE deems necessary. � Any mitigation proposal must be approved by the District En'ineer prior to commencin� work. If the prospecrive permittee elects to submit a mirigarion plan, the District En,;neer will expeditiously review the proposed mitigation plan, but wi11 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) are determined by the District Engineer to be minimal, the District Engineer will provide a cimely written response to the applicant stating Dthat the project can proceed under the terms and conditions of the nationwide permit. If the District Engineer determines that the adverse effects of [he proposed work are more than minimal, then he will no[ify the applicant � either: (]) that the project does not qualify for authorization under the NWP and instruct the appticant on the procedures 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 would reduce che adverse effects to the minimal level; or (3) that the project is authorized under the NWP with specific modifications or condirions. DE. Aeencv 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. ' • D1. For NWP 14, 21, 26 (benveen 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, ovemight mail or other expeditious manner, a copy to the appropriate offices of the Fish and Wildlife Service, State natural resource or water qualiry agency, EPA, State Historic Preservation Ofiicer D (SHPO), and, if appropriate, the National Marine Fisheries Service. With the exception of NWP 37, these agencies will then have 5 c�lendar 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 additiona] 10 calendaz days (16 calendar days for NWP 26 PCNs) before makin� a decision on the notification. The District Engineer will fully consider agency � commenu received within the specified time frame, but will provide no response to the resource agency. The District Engineer will �I � � � `J J J � �I � � J � J � � il � indicate in the adminisvative record associated with each notification that the resource agencies' concerns were considered. Applicants are encounged to provide the Corps multiple copies of noefications to expedite agency notification. 2. Optional Agency Coordination. For �1WPs S, 7, 12, 13, 17, 18, 27, 31, and 34, where a Regional Adminimator of EPA, a Regional Director of USFWS, or a Regional Director of NMFS has formally requested ;eneral notification from the District Enginecr for the activities covered by any of these NWPs, the Cotps will provide the requesring agency with norification on the particular?�lWPs. However, where the agencies have a record of not generally submitting substaneve comments on activiries covered by any of these NWPs, the Corps district may discontinue providing norification 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 substanrive comments to the Corps. The District Engineer may also request 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 iu 401 water qualiry certification for activities with less than 1 acre of wetland impact, the EPA re� onal 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 projecu as described here, the Corps will fonvard the PCN to EPA only. The PCN will then be fonvarded to the Fish and Wildlife Service and the Nadonal 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: Wetland delineations must be prepared in accordance with the current method required by the Corps. For i�IWP 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 soma delay if the Corps does the delineation. Funhermore, the 30-day period (45 days for NWP 26) .vill not statt unti] the wetland delineation has been completed and submitted to the Corps, where appropriate. G. Mitisation: Factors that the District En� neer will consider when determimng the acceptabiliry of appropriate and practicable miti�ation include, but are not limited to: 1. To be practicable, the mitigation must be available and capable of bein� done considerin� costs, exisring technology, and lo; stics in light of the overall project purposes; 2. To the extent appropriate, permittees should consider miti�arion banking and other forms of mitigarion including contributions to wetland trust funds, in lieu fees co or;anizations such as Tf�e Nature Conservancy, state or counry natural resource management agencies, where such fees contribute to the restoration, creation, replacement, enhancement, or preservation of wetlands. Furthermore, examples of mitigarion that may be appropriate and practicable include but are not fimited to: reducing the size of the project; establishing wetland or upland buffer zones to protect aquaric resource values; and replacing the loss of aquatic resource values by crearing, restoring, and enhancing similar functions and values. In addirion, mitigarion must address wetland impacts, such as funcrions and values, and cannot be simply used to offset the acreage of wetland losses that would occur in order to meet the acreage limits of some of the NWps (e.g., for NWP 26, � 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 permittee who has received a Nationwide permit verification from the Corps will submit a signed cerrification re;arding the completed work and any required miti�ation. The certification will be fonvarded 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 miti�ation was completed in accordance with the permit condidons; c.) The signature of the permittee cemfying the complerion of the work and mitigation. 15. Multiole Use of Nationwide Permits: In any case where any NWP number 12 throu�h 40 is combined with any other NWP number 12 through 40, as part of a sin�le 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 I through 11 may be combined with any other NWP without notification to the Corps, unless notification is othenvise required by the terms of the NWPs. As provided at 33 CFR 330.6(c) two or more different �JWPs 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 projeci. SECTION 404 ONLY CONDiTIONS: In addition to the General Condirions, the following conditions apply only to acrivities 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 Sunnlv Intakes: No discharge of dredged or fill ma[erial may occur in the proximiry of a public water supply intake except where the dischar�e 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 concenh�ated shelifish producrion, unless the discharge is directly related to a shellfish harvescing activity authorized by IVWP 4. � 3. Suitabie Material: No discharge of dredged or fill materia! may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt,,etc.) and matcrial discharged must be free from toxic pollutanu in toxic amounts (see Section 307 of the Clean Water Act). 4. Mitieation: Discharges of dredged or fill material into waters of the United States must be minimized or avoided to the maximum � extent practicable at the project site (i.e., on-site), unless the District Engineer approves a compensarion plan that the District Engineer determines is more beneficial to the environment than on-site minimizadon or avoidance measwes. 5. S�awnine Areas: Discharges in spawning areas during spawning seasons must be avoided to the maximum extent practicable. � 6. Obstruction of Hi¢h Flows: To the maximum extent pracricable, discharges must not permanently restrict or impede the passage of normal or expected hi,,ah flows or cause the relocarion 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 effecu on the aquatic system caused by the accelerated passage of water and/or the restriction of its flow shaU�be minimized to the maximum extent practicable. � 8. Waterfowt Breedine Areas: Dischazges into breeding areas for migratory waterfowl must be avoided to the maximum extent pncticable. 9. Removal ofTemnorary Filis: Any temporary fills must be removed in their entirety and the affected areas retumed to their � preexisring elevation. � � � •J J � i, �J � � J � � iJ `1 �� •J J J � `I � � � � � � � � NATIONWIDE PERMITS The fol]owing is a list of the narionwide 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. I 8. 19. 20. 21. ?�, 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. Aids to Navigation Shvctures in Artificial Canals Maintenance Fish and Wildlife Harvesting, Enhancement, and Amaction Devices and Acrivities Scietrtific Measurement Devices . Survey Activities Outfall Structures Oil and Gas Structures Structures in Fleering and Auchorage Areas Mooring Buoys . Temporary Recrearional Structures Utility Line Discharges . Bank Stabilization Road Crossings U.S. Coast Guard Approved Bridges � , Retum Water from lipland Contained Disposal Areas Hydropower Projects Minor Discharges Minor Dredging Oil Spill Cleanup Surface Coal Minin' Activities Removal of Vessels Approved Categorical Exclusions State Administered Section 404 Programs Structural Dischar�es Headwaters and Isolated Waters Discharges Wetland and Riparian Restoration and Creation Acrivities Modifications of Existing Marinas Single-Family Housin� Moist Soil Management for Wildlife Maintenance of Exisrin; Flood Control Projects Completed Enforcement Actions Temporary Construction, Access and Dewatering Cranberry Production Acrivities Maintenance Dredging of Exisdng Basins Boat Ramps Emergency Watershed Protection and Rqhabilitarion Cleanup of Hazardous and Toxic Waste Reserved Farm Buildings il � - TEXAS NATURAL RF�SOURG'� CONS� YATION COMMIISSION N�tionwide P�it Wi�er Qa�ty Certiflattlon Conditiona ] Febnury 11,1997 Psge 1 � : These followin.g provisions attach to any permit issucd by the Co of � Enginetra aad shall be followrd by tfie p�ctmitnee or aay cmploya, ageat, contractor or su�con�actor � of the permittx during any pt:ase of work sutftorizcd by a Cocps germi� I. The watcr quality of wetlands shail be maintained in accardanca with all a�plicable provisions � of the Texas Surfaca Water Quslity Standards including the Genersl, Narrative and Numerical Criteria. , � 2. T�e a�plicar►t shall not engage in any activity which will cause surfaca waters to be toxic to man, aquatic life or to rcrrastrial life. � 3. Permirte� shall employ measures to control spilIs of fuels, Iubricants, or any othcr materials to prevent them from entcring a watercourse. All spills shall be promptly reported to the TNRCC, Emergency Spil! Response, ai (512) 463-7727. Before using tire for fiil material, the applicant must � obtain the nx.-ssary authorization from the Water Tire Re�ycling Program, MC223, T�fRCC, P.O. Box 130&7, Austin, TX, 78711-308�. Phone number �512) 239-6001. � 4. . Sanitary wastes shall be rctained for disposai in some legal manner. Marinas and similar operations which hart�or boats equipped with marine sanitation devices si�all provide state/federal permitted treauncnt facilities or pump out facilities for ultimate transfer to a petmitted treatment � facility. Additionally, mazinas sttall display signs in appropriate locations advising boat owne:s tha� the discharge of sewage from a marine sanitation device to waters in the state is a violation of state and federal law. . �! � � 5. Materials resulting from the destruction of existing structures shall be removed E'rom the water or areas adjacent to the water and disposed of in some legal manner. _ 6. A discharge shall not cause substantial and persistent changes from ambient conditions of turbidity or color. The use,of silt screens or other appropriate methods is encoutaged to confine suspended patticulates. 7. The placement of any material in a watercourse or wetlands shall be avoided and placed thece � onfy with the approval of the Corps when no other reasonable a[ternative is avai(able. If woric within a wetland is unavoidable, gouging or rutting of the substrate is prohibited. Heavy equipment shal! be placed on mats to protect the substrate from gouging and rutting if necessary. Prior to the � , construction of an impoundment, the applicant must obtain the necessary authorization from che Water Rights Permitting Section, MC 148, TNRCC, P.O. Box 13087, A�stin, TX, 78711-3087, Phone number (512) 239-590 t . � �- � � 8. Dredge ;�latersal Placement: Dredged sediments shall be placed in such a manner as to prevent any sediment runoff onc� ar,y sdjacent property not owned by the app(icant. Liquid runoff from the ;'°� disposal area shall be retained on-site or shall be fItered and reiurned to the waiercourse from which � � L�!'J .'!J �� I�� J � � T'EXAS NATURAI, RF,SOURC'E C'pN�'ERyA'T�ON CO�II�iISSIO� Natiom�ide Permtt Wai�er Q�a�ty Certification Conditions F�brviry 11,199� Pxge Z the drad.ged materials were r�movod. Frxca�t for matuial placement authorizad by �is permit, sedimerrts from the project shn1l be plac,�d in such a manner as to peevent aay sedimeat tvnoff into waters in the state, incIuding wetlands. 9. If contaminated spoil that was not anticipated or providc� for in the permit application is encountered during dr�dging, dr�dging operations shall be immodiately t�minatr.d and the 'INRCC, Emergency Spill Response, shall be contacted at (512) 463-7727. Dre�ging activities shall not be resumad until authorized by the Commission. 10. Contaminated water, soil or any other material shall not be allowed to entzr a watercourse. Noncontaminat�d stormwater firom impervious surfaces shall be con�olled to prevent the washing of d�bris into the waterway. � 11. Stormwater runoff from construction activities (LJS EPA Category J� are governed by the � requirements of the US Environmental Protection Agency. Applications to apply for a general permic are to be obtained from Region 6, US EPA at {214) 665-7185. . . � � !1 � � � � J � J 12. Ugon complesion of earthworic operations aIl temporary fills shail be removed frocn the watercourse/ wetland and areas disturi�ed during construction shall be seeded, riprapped, or given some other type of protection to minimize subsequent soil erosion. Any fiII material shall be clean and of such composition that it wiIl not adversely affect the biological, chemica! or physical prope�ies of the receiving waters. 13. Disturbance to vegetation will be limited to oniy what is absoiutely necessary. After constrvction, all disturbed areas will be revegetated to approximate the pre-disturbance native plant assemb(age. 14. Where the control of weeds, insects and other undesira�le species is deemed necessary by the permittee, control meti�ods which are nontoxic to aquatic life or human health shall be employed when the activity is located in or in close proximity to water, including wetlands. 15. Concenvations of taste and odor prodncing substances shall not inter#'ere with the production oi potable water by ceasonable water treatment methods, impart unpalatable flavor to food fish includin� shel(fish, result in offensive odors arising from the water, or otherwise interfere with reasonable use of the water in the state. 16. Surface water shall be essentially free of floating debris and susgended solids that are conducive to producing adverse responses in aquatic organisms or putrescible sludge deposits or sediment layers which adversely affect benthic biota or any lawful uses. 17. Surface waters shall be essentially free of settteable solids conducive to changes in flow characteristics of stream channels or the untimely fiiling of reservoirs, lakes and bays. � J J � T�XAS NATURAL RE.SOURCE CON�RVATION COhQ1iISSION Nstionwide Permit W�ter Qnility Cts�ti�c�atioa Conditioas Febrnuy 11,1997 Page 3 J � 18. The wocic of the apQlicant s3�11 be conduct�d su�ci� ti�at surface wattrs are mnintained in aa � aesti�etically attractive condition, foaming or froti�ing of a persistrnt nature is avoidod aad surfac,� waters shall be maintained so that oiI, grease, or related residue wiIl not produca a visibte film of oil or globules of grea.se on tt�e surface or coat tfie banks or bottoms of the watercourse. � � � � 19. This certification shalt not be deeme� as fulfilling the a�plicant's/permitL�e's responsibility w obtain additional au#f�orization/s�roval finm otfier local, staie or fcderal regulatory agencies having speciaUspecifc authority to preserve and/or pcotect resources within the area wfiere the woric will occur. �� : �i� �� ._�t1.� � •�I � �� ..: �� ►: \: �►i ;/�� ii w Nationwide Permit 13 (Bank Stabiiization) Before using tires for bank stabilization, the a�plicant must obtain the nxessary authorization from � the Waste Tire Recycling Program, MC 223, TNRCC, P.O. Box I3087, Austin,'I�, 78711-3087. Phone number (512) 239-6001. J � � � 1 � � � � j' � Nationwide Permit 16 (Return Water From Upiand Disposal Areas) Effluent from an ugland contained dredged materiai disposal area shall not exceed a Tota! Suspended Solids (TSS) concentration of 300 mg/I unless an individual certification has been issued with site- specific TSS limits. There may be times during the te;m of this Nationwide Permit when the TNRCC identifies areas with contaminated sediment. Afrer the TNRCC identifies these areas in writing to the Corps, persons fiIing a predischarge notice for work in one of these areas wiIl be required to obtair� an individual Section 401 certification or waiver from the state. Because of potential mercury contamination of the sediments in Cox Bay and Lavaca Bay, any return flow from activities occurring there will require an individual Section 401 cercification or waiver. . ..� . Nationwide Permit 19 (Nlinor Dredging) There may be times during the term of this Nationwide Permit when the TNRCC identifies areas with contaminated sediment. After TNRCC identifies these areas in writing to the Corps, persons filing a predischarge notice for work in one of these areas wil! be required to obtain an individual Section �01 certification or waiver from the state. , Because of potential mercury contamination of the sediments in Cox Bay and Lavaca Bay, any dredging activities occuning there wil! require an individual Section 401 certification or waiver. � �� I� � � �] � TF.XAS NATURAL RESOURCE CON!lERVATION CObIltiiISSION Nitionw►ide Permit Watar Quality Certification Conditions + Febrauy 11, i997 Page 4 N�tionrid� Permit 26 (Hesdwiteis �tad Iaoiited Wsters Disci�rges) The TNRCC reserves the right to modify ccrtification of this permit if additional information identifes specific areas where significani impacts, including cumulative or secondary impacts, are occurring arid the use of this Naiionwide Permit would be inappropriate. Natianwide Permit 31(Maiateaxnce� of Ezisting Fiood Control Pro�ects) � . 'This certification is limited to those projects which have received a U.S. Army Corps of Enginee:s authorization for cons�-uctio� or maintenance aftor 1977. ] Nationwide Permit 35 (Maintenance Dredging of Ezi'sting Basins) � �J � J � � -J J There may be times during the term of this Nationwide Permit when the TNRCC identifi,es areas with contaminated sediment. AfterTNRCC identifies these areas in writing to the Corps,�persons filina a predischarge notice for wocic in one of these areas wiil be cequired to obtain an indivic�ual Section �01 certification or waiver from the state. Because of potential mercury contamination of the sediments in Cox Bay and Lavaca Bay, any dredging activities occurring there will require an individua! Section 401 certification or waive; . �.. 0 J ll J J J � � � � � � � � � � � � � � � �� M �M PERMIT COMPLIA.NCE CERTIFXCATION Permit Number. Name of Prsmitzx: �Date of Lssnanca: Upoa coa�gle:ioQ of ri�e acxivity authoriud by this permit and any miiigatioa �uired by the permit, sign this certificacioa agd resurn it to tfie foIlowing ad�.ss: RC�t118t01'j/ Bt3aCf1 CFSWF-�V-R U.S. Acmy Corps of Egginx� P.O, Box 1730Q � Fort Worth, Texas 76IO2-0300 0 Picase aote that your permitt� activity is subject to a cocnpliaace inspxtion by an�U.S. Anny Corps of Enginexrs represeatative. If you fail co compiy wich this pennit you ar� subjcct to permit suspension, modification, or ctvocation. � I herei�y cErtify that tfie woric authorized by the above referenced pernut was completed in accordaace witii the tetms and coaditions of the said perinit, and required mitigation was completed in accordancE with the permit conditions. Signature�of Permittee� � Date � � �� i J �' � � � � � � � � � � �� J ,, PART E CERTIFICATE OF INSURANCE CONTRACTOR'S COMPLIANCE WITH WORKER'S COMPENSATION LAW � � .-, `r CERTIFICATE OF INSURANCE TO: CITY OF FORT ��'ORTH Date: August 13, 1999 NAME OF PROJECT:__ Paving and Drainage Improvements for Schwartz Avenue from NE 28th Street to 33rd Street PROJECTNUMBFR: Gsll-o20110402810 j° Walt Williams Construction, Inc. " TH1S [S TO CERTIFY �fH:1"f P.O. Box 4620, Fort Worth, TX 76164 (�a>>.�� r,d Address of Insured) � is, at the date of this certificate, I;lsur��d b•, �;�i; Company with respect to the business operations hereinafter described, for the type of insurance and accordance «-ith pr;�visions of the standard policies used by this Company, and further hereinafter described. Exceptions to s�andarc policy noted on reverse s�de hereof. � -rynE OF :TIS[1RANCE j Polic� � Effective I Expires Limits ofLiability Worker'sCompensation i WC1031209471 I 11-1�98 11-1-99 6achAccident S SUU�VUU � � r � � I� � �� Comprehensive General q.pp1031844478 � Liability Insurance (Public � , Liability) i ; B�aS21na Collapse of Buildin� or � � TPP1031844478 ` structures adjacent tc.� i � excavations Damage to Underground , Utilitiec �i TPP1031844478 Builder's Risk � Comprehensive Automobile Liabiliri� ; BUA1031222642 ; ; � . ; Contract I I.' b�l�t - 1-6-99 1-6-99 1-6-99 1-6-99 Disease-Poticy Lmt.$ 500 � 000 Disease-Each Empfoyee S 500 .000 1-6-2000 Bodily Injury: Ea.Occurrence: $1,000,000 Property Da►nage: combined single Ea. Occurrence: 7 imit Ea.Occurrence: $ 1-6-2000 1,000 000 Ea.Occurrence: $ ' 1-6-2000 ' I Ea.Occurrence: $ 1,00O,OOt � Bodily Injury: 1-6-2000 Ea. Person: $ 1,000,000 Ea. Occurrence: combined Property Damageingle limit Ea. Occurrence: Bodily [njury: ua ia �i) ; Tpp1031844478 , 1-6-99 I 1-6-2000 1 000 0 Ea.Occurrence: $ � , � Property Damage: combined � single Ea. Occurrence: limit , Other Umbrella ' UMB1031222656 �, 1-6-99 i 1-6-2000 i$1,000,000 BI & PD Locations covered: �� Description of operations covercd: LISTID ABOVE The above policies either in the b�d� therc��'��r by appropriate endorsement provided that they may not be changed or canceled by the insurer in less thc:n fi� e i�;:! �y� after the insured has received written notice of such change/or cancellation. Where applicable local laws or re��ilatic�^: ,uire more than tive (5) days actual notice of change or cancellation to be assured, the above policies contain such -;�e.;.il requirements, either in the body thereof or by appropriate endorsement thereto attached. Agency TUCKII2 AGINCY, INC. CNA INSURANCE COMPANIES • [Aa� Fort Worth ��ent TOBIN TUCKER By, C'-""'�.�� Address P.O. BOX 2285, FT WORTH, TX 76113 Title AIITHORIZID REPRESENTATIVE CJ � -::. ..... .:. . . :; `. > ;:.,. <.; ; : . :'::: ::;>:::::: :;:.»,.>;; ; .�` $��;: ; �� $� . _ � � _�' � ■ � � � � � � � � � � � I I � � 1 � 1 1 CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number GSll- 02010402810 WALT WILLIAMS CONSTRUCTION, INC. CONTRACTOR � Title Date STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of for the purpose and consideration therein expressed and in the capacity therein stated. � GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of . 19 . Notary Public in and for the State of Texas � � •• ��- •� r • � r � -1 ��1- •• �- �1 . • � Pursuant to Article 8308-3.23 of Vernon's Anrrotated Civil Statutes, � Contractor c8rtifies that it grr�vides worloers' cc�ensation in.surance caver- or a11 of its 1 enQlcJyed on City of Fort Worth Pro ject Nim�er � �?f�.� //��L �C� - ' � ' �� 'i� 5'Tr�'E OF TF�'Y�S � CC�.iNI'Y OF ZARRIINI' U 1 0 � � � ' 1 S �7 „�f`//�/�-Li ��/�/'�'!�� ti✓�= �i!/� CQI�17:�AC'1aR �: ��.�� .�:��a-� �i�//�C�T� Title ' �li % � L Date rsr,r uru� �, the u i� igr�ed authority, an this day personally apoear�ed � p"�7" U�l� L� i,CJM � , k1x�m to me L^e the Ferson wY�ose name i.s ri�ed to the fo�ing instnm�ent, � ckr�c�rl to me :h� he ex- e�uted the -s� as the act and deed of �/l �1r7-� r LL /A-/'tl%lU ' for the pui�o.5es and consic�ration th�rain expressed ar�d in the capacity thP.rein stated. G FIAI�ID AND SEAL ;� FFICE thi.s � day of � , 19C�=� ' �Yxril�oi�5fa5��LYYtl�liki�411�iY�":1�� ; �:�4'� }_,1 t 1:, t t t�.'. ��-, � ��va�&� ALVA NELL FEW � Notary Public ' * � * STATE OF TEXAS � ��QTEOFS�p� My Comm. Exp. JUNE 5J� �.,. ,... ,. � . ...............................,.......................,...,................_ � i�� : Notary Public in and for the State of , � �•1 Attachment 1 Workers' Comoensation Insurance Covera,ae � A. Definitions: a Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self-insure issueli by the commission, or a covera�e agreement (TWCC- 81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation a insurance covera�e for the person's or entity's employe:s providin� services on a project, for the duration of the project. � 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. . il �l M' � � i � � � � � 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 employe�s. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, empioye�s oi any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providina labor, transportation, or other service 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 me�ts the statutory . requirements of Texas Labor Code, Section 401.011(44) for all employees of the cor.t�ract�r providing services on the project, for the dura�ion of t�e 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 showin' that coverage nas oe�n extended. - Q E. The contractor shall obtain from each person providing services on a project, and provide to the governmental entity: � J !J � D � (1) a certi�cate of coverage, prior to that person be�inning work on the project, so the governmental entity will have on file certiticates of coveraae showina � � coveraae for all persons providing services on the project; and � a F � � � I �� (Z) , no later than seven days after receipt by the contractor, a new cer�aficate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. The contractor shall retain all required certiFicates o'r coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services. on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providin� s�rvices on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. DI. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: � J � (1) 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, Sec�4on 401.011(44) for all of its emgloyees providing services on the project, for the duration of the project; D � (2) provide to the contractor, prior to that person beginning work on the project, a c�rtificate of coveraae showing that coveraae is being provided for all employe�s of the person providing services on the project, for the duration of the project; ,] J � ■1 !J � (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 coveraae 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 . a new certificate of coverage showin� extension of coverage, prior to the end of the coverage period, if the coverage period snown on the current 2 � � D .� (5) � i� � 'J �� sJ � �! � � � � � ,I J � j i � , certificate of covera�e ends durin� the duration of the pro;eck; retain all required certificates of covera�e on file for the duration of the project and for one year thereafter; (6) notify the governmental enticy in writing by certiiie,�i mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of covera�e of any person providin� services on the project; and ('� contractually require each person with whom it contracts, to perform as required by paragraphs (1) -('�, with the certificates of covera�e to be provided to the person for whom they are providing services. J. By signing this contract or providing or causin� to be prQvided 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 workers' compensation coverage for the duration of the project, that the coveraae will be based on proper reporting of classification codes and payroll amounts, and that all coverage agre�ments will be filed with the appropriate insurance carrier or, in the case of a self- insure�, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. � K. The contractor's faiiure 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. � 3 � C D � � The Contractor shall: Attachment 2 � post a notice on each proje�t site informing all persons providin� services on the project , that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other a posting requirements imposed by the Act cir other commission rules. This notice must be printed with a title in a 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 these notices shall tie the following tert provided by the commission on the sample notice, without any additional words or changes: U REQUIRED WORKERS''COMPENS�?70N COVERAGE � . � D ",The law requires that each person working on this site or providing services retated to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or � materials, or providing labor or transportarion or other service related to the project, reo ardless of the identity of their employer or status as an employee. " D. . "Call the T�,�as Workers' Compensation Cammission 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. " L'�' � � J 3 D � � � LL 1--� � a o. � � Z O m r� o o� o o c� c� o c� o 0 o r� r� a�� r� � � ■1 •J ■J 1 i PERFORMANCE BOND Bond ��929108292 THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) WALT WILLIAMS CONSTRUCTION, INC. a (2) CORPORA.TiON of TEXAS, hereinafter call Principal, and (3) Continental Casualty Company 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: ETGHT HUNDRED SIXTY-FIVE THOUSAND FIVE HUNDRED FIVE AND 30/100 .............................. ($865,505.30) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for � the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. � THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 10�`�" of AUGUST, 1999 a copy of which is hereto , attached and made a part hereof, for the construction of: � PAVING AND DRAINAGE IMPROVEMENTS TO SCHWARTZ AVENUE FROM NE 28� STREET TO 33� STREET D designated as Project No. (s) GSll-020110402810, 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 refened to as the "work". �-- NOW T'HEREFORE, 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 D, incurred under such contract, and shall fully indemnify and save hannless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense . which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in n.: full force and effect. � �� D F� � 1 � � , , 1 , t ' L � � � 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 ajrees 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 W1T'NESS WHEREOF, this instrument is executed in �counterparts each one of which shall be deemed an original, this the l OT" of AUGUST, 1999. A EST: �` lt� � -!` �'�..C' ��___.�� C' t'�./ � ' (Principal) Secretary (SEAL) �Q�� „��l.at� Witness as to Principal ATTEST: (SEAL) Address (Surety) Secretary / C�� /y- Wifiess as to Surety P 0 Box 2285 Ft Worth, TX 76113 (Address) WALT WILLIAMS CONSTRUCTION. INC. PRI�ICIPAL (4) BY: `,� ,� � ��J Title: Walter E. Williams, President PO BOX 4620 FORT WORTH, TX 76164 (Address) Continental Casualty Company Surety Y: --�_ �_�orney-in-fact) (5) Tracy Tucker _/ P 0 Box 2285 Ft Worth, TX 76113 (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 Parmers should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. F2 •l � J � THE STATE OF TEXAS � � COUNTY OF TARRANT § � � � 'I� PAYMENT BOND Bond ��929108292 KNOW ALL MEN BY THESE PRESENTS: That we (1) WALT WILLIAMS CONSTRUCTION, INC. a(2) Corporation of Texas, hereinafter call Principal, and (3) Continental Casualty Company a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may fumish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : EIGHT HUNDRED SIXTY-FIVE THOUSAND FIVE HUNDRED FIVE AND 30/100 .............................. � ($865,505.30) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. � THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the lOT" day of AUGUST A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: � PAVING AND DRAINAGE IMPROVEMENTS TO SCHWARTZ AVENUE FROM NE 28T" STREET TO. 33RD STREET DProject No. (s) GSl 1-020110402810 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". D� D 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. D- � a � 7 F10 � 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 kiereby 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. L'J L� � ' ' ' 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. d�C'��'f-L� ti./ a��-��(/��.c°LC. ��`-'"'� � (Principal) Secretary � .�� Wimess as to Principal � Address ATTEST: � � �- � � (Surety) Secretary (SEA1_) Wimess as to Surety ! 'r , P 0 Box 2285 Ft Worth, TX 76113 (Address) WALT WILLIAMS CONSTRUCTION, INC. PRINC AL (4 � BY: /�j� ��c��l Title: Walter E. Williams, President PO BOX 4620 FORT WORTH, TX 76164 (SEAI.) (Address) Continental Casualty Company �Y. ur �_.__ (Atto -m-fact) (5) Tracy Tucker P 0 Box Ft Worth, TX 76113 (Address) (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Coniractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Parmership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. RJ � � THE STATE OF TEXAS � � � � � � D � '.� L�J � MAINTENANCE BOND 0 Bond ��929108292 COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That (1) WALT WILLIAMS CONSTRUCTION. INC., as Principal, acting herein by and through (2)Walter E. Williams its duly authorized President and (3) Continental Casualty Company 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 EIGHT HUNDRED SIXTY-FIVE THOUSAND FIVE HUNDRED FIVE AND 30/100 ............................... ($865,505.30) 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, Au�ust 10, 1999, the performance of the following described public work and the construction of the folIowing described public improvements: PAVING AND DRAINAGE IMPROVEMENTS TO SCHWARTZ AVENUE FROM NE 28TH STREET TO 33� STREET of same being referred to herein and in said contract as the Work and being designated as project GSlI- 020110402810 and said contract, including all of the specifications, conditions and written instruments refened to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (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 time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. ��' � � ' � � ' ' 1 ' ' � � ,. �:. � NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upori 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 August l0, 1999. A ST: r I .�,C (�.�-f t' �l ��1,��'�� / (Principal) Secretary (Seal) Wifiess as to Principal ATTEST: (Address) (Surety) Secretary (SEAL) l � � Wimess as to Surety P 0 Box 2285 Ft Worth, TX 76113 WALT WILLIAMS CONSTRUCTION, INC. PRINCIPAL (4) , BY: L'�� _ -�-�c!J Title:Walter E. Williams, President PO BOX 4620 FORT WORTH. TX 76164 (Address) Continental Casualty Company A,, , �� BY: -m-fact) (5) Tracy Tucker P 0 Box 2 5 Ft Worth, TX 76113 (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 Pariners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. F6 � � Co�tin�ta�� Ca�u�lty Compa�y CHA � . ` For All the Commitiae:tts You Maice' OfflcNChfcapo, Illfnois � POWER OF ATTORNEY APPOINTING iNDIVIDUAL ATTORNEY-IN•FACT > Know AII Men by th� Pnsents, That CONTINENTAL CASUALTY COMPANY, a corporation duly.organized•and'existing under the laws of the State of Illinois, and having its pri�cipal offica in-the City of Chicago, and State af Iliinois, does hereby make, constitute �' and appoini De I bert Tu . , �irranc� re �r�,^-:.ad i Y i dua I I� J - of Fort �Worth, Texas � Its true and fawful Attomey-in-fact with full power and authority hereby conferred to sign, seal and execute in its behalf bonds, undertaki�gs and other obligatory.. instruments of simitar nature . __ — in Unlimited Amounts — � � J � � � � � � J � � #1 ■1 � and to bind CONTINENTAL CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by the duly authori2ed officers of CONTlNENTAL CASUALTY COMPANY and afl the acts of said Attomey, pursuant to the authority hereby given are hereby ratified and confirmed. � This Power of Attomey is made and executed pursuant to and by authority of the following ByLaw duly adopted by the Board of Directors of the Company. "Article IX—Execution of Documents Section 3. Appointment of Attomeyin-faci. The Chairtnan of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attomeys•in•facf to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments af like nature. Such attomeys-in•tact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the sea! of the Company thereto. The Chairman of the Board ot Directors, the President or any Executive. Senior or Group Vice Presideni or the 8oard of Direciors, may, at any time, revoke all power and authority previously given to any attomeyin-fact." This Power of Attomey is signed and seated by facsimile under and by the authority of the foltowing Resolution adopted by the Board ot Direciors af the Company at a meeting duly called and held on the 17th day of February, t993. "Aesolved, that the signature of the President or any Executive. Seniar or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attomey granted pursuant to Section 3 of Article !X of the 8yLaws, and the signature o( the Secretary or an Assistant Secretary and the seal o} the Company may be affixed by tacsimile to any certificafe of'any such power, and any such power or certificate beariag such facsimile signatnre and seal shall be valid and binding on the Comparsy. Any such power so executed and seated and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached. continue to be valid and binding on the Company." In Witness Wheoeoi, CONTINENTAL CASUALIY COMPANY has caused these presents to be signed by its Group Vice President and its corporate seal to be hereto affixed on this 21 st day of October 19Sd , 4�,c�sw�,y' CONTINENTAL CASUALTY PANY State of tllinois County of Cook ss i� �+�+h . �� sFx � AN ILLINOIS CORPORATION . ,M, �I. . Vqrfnahme Group Vice President. On this 21 St ' day of October' �-! g94 , before me personaily came M. C. Vonnahme, to me known� who, being by me duly swom, did depose and say: that he resides in the Village of Darien, State of Illinois; that he is a Group Vice f�resident of CON7INENTAL CASUAL7Y COMPANY the corporation described in and which executed the above instrument; that he knows the seai of said Corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to the said instrument is such corporate seal; that It was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowtedges same to be the act and deed of said corporation. . . ' �. o - � � . �� s � . �� / weuc ��4 �o .�` unda C. Dempsey tary Public. My Commission Expires Oc obe 19, 1998 CEi;TIFiCATE !, George R. Hobaugh. Assistant Secretary of CONTINENTAL CASUALTY COMPANY, do hereby certify that the Power oi-Ai4omey herein above set forth is still �n force. and further certity that Section 3 of Article IX of the Sy-Laws of the Company and the Resoi��tion of the Board of Direciors, set focth in said Power of Attomey are still in force. In testimony whereof I have hereunto subscriCed m=� name and affix�d Me seal of the said Company this lOth day of August 19 99 DFortn t•23142•B ?~� �r� � �.a.=. � � � � S� � Georqe . o augh " Assistant creta'ry. �M� INV. N0. G•59200�E � � I, � L�I 'J � � �. r + TUCKER AGENCY, INC� Bonds and Insurance � 206 E. Eighth St., Sulte 210 , Fort Worth, Texas 76102 , ^ � (817) 336-8520 - t, !�I 0 LI � LI L'1 � !J L�I L�I 0 J L` 1 � �� I'`I � � COUNTY OF TARRANT ��1 L!. � � L�J 1. That for and in consideration of the payments and agreements hereinafter mentioned to � be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: I� PAVING AND DRAINAGE IMPROVEMENTS TO SCHWARTZ AVENUE FROM NE 28� STREET TO 33'� STREET �J 2. � That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared � by the Deparhnent of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. CI' 3. � � The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. � � 4. C CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS This agreement made and entered into this the lOTH day of AUGUST„ A.D., 1999, by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the llt�' day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, WALT WILLIAMS CONSTRUCTION. INC.. HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: � �' L�l I�,I U The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 100 workin� days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and � Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter a become due him, the sum of $315.00 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. I!.I L! L!I � � L�J [I [I �I''' [I C� C� CI Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 0 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site far Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv. damage or death is caused, in whole or in part, bv the neQliQence or alleged negligence of Ownet�, its officers, servants, or entplovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damage is caused in whole or in nart bv the negligence or alleged negligence of Owner, its offcers, servants or emnlovees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, fnal 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. u C'� L'� �. � The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the � faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total � contract price, and said surety shall be a surety company duly and legally authorized to do business in th� State of Texas, and acceptable to the City Council of the City of Fort Worth. L 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all � of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereo£ Payment will be made in monthly installments upon actual work completed by contractor and accepted by � the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates n/a, shall be EIGHT HUNDRED SIXTY-FIVE THOUSAND FIVE HUNDRED AND 30/100 .............................................1$865.505.301 DOLLARS [I � It is further agreed that the performance of this Contract, either in whole or in part, shall � not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. C � o. The Contractor agrees to pay at least the minimum wage per hour for all labor as the � same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. � � 11. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. � IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this � instrument through its duly authorized officers in 8 counterparts with its corporate seal attached. Done in Fort Worth, Texas, this the lOTH day of AUGUST , A.D., 1999. � RECOMMENDED: CITY OF FORT WORTH •J � i� I�I I�I u � L■J C� � I� � � � � �� DIRECTOR, DEPARTMENT OF ENGINEERING APPROVED: TRANSPORTATION/PUBLIC WORKS DIRECTOR WALT WILLIAMS CONSTRUCTION, INC. CONTRACTOR BY: � L�c-1�� Yi , ��Zc.t'-i:e�c��. Walter E. Williams, President TITLE PO BOX 4620 FORT WORTH. TX 76164 ADDRESS a November 1960 Revised May 1986 Revised September 1992 l�J C L�J IJ . BY: �1� CITY MANAGER ATTEST: w O Y SECRET Y (SEAL) APPROVED AS TO FORM AND LEGALITY: i� � CITY A RNEY ('�- l'75�� Contract Authorization �-1D-�� Date � ■1 �� PART H EASEMENTS ^� Contractors may view the easements pertinent to this project at the Plans Desk of the J Department of Engineering, City of Fort Worth, Texas. � J 1 � � � �� J % �J � � iJ � � � � � � � � ■J � � � J � PART I SOILS REPORT � J ��- o 0 � �� r� � r� o r�..� r� � t...�:.� o 0 0 0 0 0 RECARD OF SUMMARY OF SOIL TEST CITY OF FORT WOkTH TPW CONSTF�UCTION ENGINEERING Project: SCHWARTZ AVE (28th to LONG AVE) Enrg Grder: Project# 1i-040291-OU Dept: TFWCE Date: 4-5-90 � � �C�C��d�� APR 0 9 1991 �g � � CONSTRUCTION ENGINEER:NG ' ______________________________________________________________________________...._.��________��_� Test Location Surface 8ase Depth Type (Atterburg Limits) Shrinkage Hole Location Surface base of of L L P L P I Shrinkage # Location Surface Base Soil Soil L L P L P I fihri�kage _______________________________________________�____________-_____________________-_-____-__-___ 1 132' N of 28th E/4 3.2� HMAC b.OU C58G 20" LBSC 26.0 2G.2 �.9 3.0 � f23' N of Loraine CL 1.50 HMAC b.�?U Gvl 20" LBSC 25.9 22.9 3.0 2.0 3 154' N 29th W/4 1.5U HMAC b.UU Gvl 2U" tBSC 2b.2 17.3 8.9 4.2 4 iiu' N Dewey CL 2.25 HMAC 6.00 GvI 2U" LHC 32.V 21.7 10.3 6.6 5 142' N 3C�th E/4 1.4U HMAC 6.0�� Gvl 20" LBS 17. 1 l4. 1 3. U 1. 5 b 109 ' N 31 s t CL 1. i0 HMAC 6. 0C1 Gv 1 20" LSC 51. 4 28. U 23. 4 � 5. b 7 2u9' N Vera Cruz W/4 2.3G HMAC 6.OU LSHG 2U" DFiC 47.8 28.3 19.5 14.G 8 170' N 32nd CL �.50 HMAC 6.00 LSBG 20" TSC 19.9 16.1 3.8 2.V 9 22G' S Lany Ave E/4 7.OG NMf,C 5. t�G LS6G 2G" LFsSC 34. 8 28. 3 b. 5 4. 8 , , �� -� � Lab Ct� i ef : Lonn i e F�e99 s Remarks: Date Tested: 4-02-91 Date Reporteda 4-U3-91 Lab#: 1b79 LOB �� :� PART J FIGURES & DETAILS � � � � � � � � � � � � � � � � � � � ,� , .. . .. _ I 1 � I ' � ' �T �� r ! � ' � • � �J �� si y±_ .� - � i �� „v � � . .. �. . ._ ..... �.� �..� (\ j �, � � � � �; �. � ��. 1� ; � ` � r—"`�� —r ^r7' ; �, I � ' 1 ] 'a � � �Q ��-, n � _t�___.� �. �.. _�___.� C'J � . . •i . � •..\ ; :• CI7Y Qf' FORT �/QRTH, 7EXAS - CL�ISTRUCTIDN S7ANDARD • �CTOBER, 199z 0 . �N�Q-�Q�� rn , �Ud � N� � 3�N � Q� d(� N d� 5� w d� � 1,,�,,,-�' . 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I.i+' � ��y.��li� • • .t � ' • �L'�: �'��.�//�('ji�. � �.i . �f 1 � f, �� . � �. . . � � � � -. � .� � . � � � � � � % � bide� � �� T�4��,�.t t�° . a �.� �ar�+sx �' w� ?�T� . _ ` ..s---' � �� -��w;.�� =..x::.;��,v` �'1''��%.. � -� .• � , � i.� ' s � a int' b4 R�p' �,u� sta�*z�. c�' TRENCH WIDTH 1 STREET � SUBGRADE '� ��/�//i � � - • 2:27 CONCRETE ~ . � • . ... . _ . � . . • .• • . ,\. �. �. � \ " . . . . � �. � ' a � . : : �< : ��/��/./��/ t � ..�.�.. . .� .. .. - . . . ,i, ; ��.� :. � �. ��1�� :. � :. �. � .� � .� � .��. �� . . . . . �\ � \ . � � � � COMPACTED SELECT .• ' • . � • � ' . • ,� _ �� • . : • � BACKFlLL TO 95%• , '� • • ' � ' � �/ \ . ':. •. . -: .MIN DEtJS111(• .:, ". �':.. �, : � ' . .� � .� �� z // �. � . ' • �• . • . • .. . .. . . � '. .. \� . N %� �� : : �.. . �• : � . .'�. � . ' . . .�:, �/ .�I i`- .�.. :. .�.-. �... ��`':: r� \\' �:� 1 �j • . • .' j � BACKFlLL AROUND � ��* �� s�� .� �, u n� � ��, ,, �� '� ;�, ''� BOX COMPACTED TO �� i . �.u��' �� „ _..� ��"_ - K �.` �� „ ��` �° . } �� 95% MIN DENSITY � 1 �—�n �� MIN �; \�� BACKFlLL AND EMBEDMENT — MATERIAL WASHED ROC�t GRADAl10N: 0-27: RETAINED ON 1-1/2" 95-1009: RETAINED ON N0. 4 6�-� .. + +- PROP PRGP M8C ' MBC NOTES: 1) ALSO REF. STD. SPEC. ITEMS 402 AND 441. 2) SELECT SAC�CFILL SALVAGED FR0��1 T��NCH EXCAVATION MUST BE CLEAN AND FREE OF ROCKS LARGER THAN TWO (2) INCHES. IT bIUST BE APPROVED 3Y THc �NGINE�ft AND STOCK— PILED FOR USE WHEN NEEDED. IF ACCE�TABLE M.�TERIAL IS u�AVAiLABLE, S,4ND WILL BE REQUIRED. PROP MBC �=��S;;A; /\, 1'-0' ;� , ; - \ ;�,��'� _ . � MIN " / ��s �; � �� \ /�//� FlNE GRADED wASHED ROCK BEDDING (6' MIN) COiVCRETE BOX CULVERT INSTALLATlOiV 2000 PSI CONC BACKFiLL (PRECAST MBC ONLY) � � . , `.! � � . � DEPTH JOINT �DEP7H ( T/4 ) ��4� 1 �/z' 1 %4' 2' 'COLD' JOINT CONSTRUCTlON � 'I �. ''� • JOINT �PAVEMENT TH(CKNESS ,::� i=5" „� T=6' I T=7' � � T=8' �] J J . � i�q� SILICONE JOINT SEALANT �- .. � > i � �� •';.::,' �� SAWED JOINT FACE W U � , .. � Q ' :.�,� �� : ; :� =� 3�g' DIA. CLOSED CELL EXPANDED Z �, ;;:.; . :.�; . POLYETHYLENE FOAM BACKER ROD � � .'� .':. F1RST POUR � �' �..� � SECOND POUR JOINT DETAJL N0.2 SEAL FOR LONGfTUDINAL AND TRANSVERSE CO}�STRUCTION. BUTT JOINT N.T.S. ��4� SILICONE JOINT SEALANT . � T � . .� \I. ;: �:�:.: ..; , SAWED JOINT FACE v _\` I ,: '•:.* 3 � . � :..; .�� •; /e DIA. CLOSED CELL EXPANDED .',:,�, POLYETHYLENE FOAM BACKER ROD Y� '< < :,'• � . � , .; . ,• , JOINT DETAlL N0.3 . SEAL FOR SdWED DUM1�Y JOINT � N.T.S. SILICONE JOINT SEALANT 3�4 � . . \ � M • � �� '. •�� '.' . • POLYETHYLEN� BOND �T �'`• � �� BREAfCER TAPE f- ' — •_ . #6 SMOOTH—��'�'-� �� ' � REDWOOD EXPANSION '•' %� � � °�;•: • . JOINT FILLER � y '• �� , ) � %,:� ! �.` . ,;��5`�:�.• . .. ,. -----------------� ---------- � � DOWEL SUPPORT BASKET JOINT DETAIL N0.1 j� SEAL FOR EXPANSION JOINT � �•� � N.T.S. � �] 0 SUPPLEMENT TO T&PW FIGURE 1: � WHEN EXISTING CONCRETE (5 CUT, SUCH CUTS SHALL BE MADE WITH A CONCRETE SAW. ALL SAWING SHALL BE SUBS1DfARY TO THE UNI7 COST OF THE ITEM FOR WHICN SAWING IS REDUIRED. JOINT DETAILS NOS. 1, 2& 3 OF THE T&PW PAVING DE7A1L5 SHALL BE APPLICABLE. D D D a D D. � �� - �.! � � � � �. � � , ��EC�. ��C��Q�� AVEMENTAND � t�ENCH REE�4lR P Fo� U T ! LiTY �U TS - STANDARD DRAV��NGS t FI G'S. t--- 5� FI�E NQ DRAWiNGS C-3226 TNRU C-3230 � S�PTEM[3E R, l962 � C�TY oF FORT wORTH TRANSPORTAT40N � �UQLi� MORKt OErT• EN61NEERtN6 OIYIs10M y I I , � 1 0 �- -� � -- � �,C��i C.:� [. �] L�J C�J C� C� �� 7 �7 �J � � � �7 �J CrJ � � --- , . _ N0.3 BARS ON 24�� 1:ENTERS gOTH WAYS � WITH M{N.2 BARS �.ONG{TUOtNAL lN 017CH EXlSTING CURB 8 GUTTER ' .� .� EXlST CONC. PAVEMENT saw cur r I I � F CLASS ��A�� REINFORCEO �ONCRETE PAVEMENT REPt,AC�MEMT � SAW CUT � - ., _ w�' � .. i �.� �i • ' �► — � � '+�...n� - � • • . ��' ' . � -� . � .� / i• < !+� o'o,00 . j�/ � i, /i/!� '�•�o. c7`s . / �12��0: �c � , .o � ' 2:2T CONCRETE --�� LEXIST BASE p�TCH WALL (lF ANY) � PROPOSED FACILITY -- INSTALLATION -- - - - PIPE -�_ NOTE�= N0,1=REINfORCED CONCRETE PAVEMENT SHALL 8E REPI.ACED TQ QRtGINAI. , OEPTH OR TO A MINlMUM OEPTH OF 5�� : WHICHEVER IS GREATER. N0.4-BEDDING OF P1PE TO MATCH �ADJACENT SECTIONS OR SPECIF!• .CATION 402�WHICHEVER EXISTING CO'NC. EXISTfNG `PAVEMENT CURB 8►GUTTER � ' e i '�L • • ' e.. . � • ' '`--�_,,.t o : � �� /�i /� ,�777�,� ' • �, , �ALL TRENCH BACKF�LL SHAI.L EXt57tNG BASE MEET REQUIREMENTS FOR (JF ANY) GRAOATION 8r COMPACTION AS SPECIFIEO IN I7EM 402 Of THE � STANOARO SPEC�FtC:A710NS FOR CONS7RUCTlON PUEILIC WORKS DEPT., C17Y OF F�ORT WORTH �TX. OR BACKFILI. AS SP(:CIFIED IN SECTIONS Et•2 8► E;�-2 OF THE SPEClFICATIONS F�OR WATER OEPT. PROJEC75�F()RT WORTH • WATER DEPT.� C1TY 0� fORT WORTH�TEXAS. N0.2- IF STEEL EXISTS IN CONCRETE N0.3- REItVFORCED CONCRETE �AVE•I PAVEMENT TO BE CUT, THE STEEi. SHALL MENT WILL 8E REPLACED OV�R BE CU7 $ SALVAGEO AS POSStBLE.�A MIN- TRENCH�AS SNOWN, IN TNE EVENT IMUM LAP SPLICE DISTANCE OF 12 NON-RE1�9FORCED CONCRETE SHALL 8E PROVIDEO. PAVEMENT iS REMOYED. I �' IS GREATER. TYPICAL S ECTION�TRENCH REPAIR N0,5-2�2T CONCRETE MAY 8E � - � OELETED iF HA�f THE SPECIFIEO CON CRETE PAV EMENT 7HICKNESS QF� 2:2T IS ADDED TO ��— TNE CLAS5 'A CONCRETE. CITY OF FORT WORTN�TEXAS FIIE Nd.C-3226 TRANSPORTATION/PUBLIC WORKS � ENGfNEERiNG DtVIStON - . - '.� e�" .� ' ' o ^ ��d�?� . 0 f�� Z�'oao o �O�ooOp oOo g, a= oco�' �.; cv�o� �G � �� I Z _ . _ --�� , REV.-6-1-76 REV.- II-I-79 REV.-�z-15-80 REV.-8 -30••82 REV.4-8a F�G.I L-_._� L`J L_,t C,� �1 L] �� C�..� G7 L—� � � � � � � � p � -----�..-110 I ��5 Or t1'CiMfEA{ �OTN +NATi �11M . 11M1 t ��Ri IOMi� fY��11A1 M1 OITCM OI��T. CtM� • , •M1T�111 �Itt�Y ��INAif Ae1�NAli fYRIAti K�IAt[MEMf [s+ti AS�NAL1 Et�iT�Mi 3UM1'4GI �t�/�� 1N � iU11fAG� CY�t• � C�J?1[■ , wr att ywr cut .� C�^�1bC1t COAi C • � � • � ' � • . • . ! ' • �;, � � � �: • ��' . . , , • . ► � ;'i��.�� •,�! �` -'• ,,. • � �� • • [ � •-- �,yt. R .r�r• ,, � ' • � •• ��'� �/� �y .�'.�a^�'' ,•�f r��„" � i'�� • � • � f�i �ti �i, � C�� .r��.5�� 0��7 � : �-- � ai / i �! � �� .J� COML � �Y • • _. _.. - •''- •• •- - . . '.' '•_\� 1Y � YN �-[x�tT w��N tLA31 � �twroNts�--� • • ..c - �•—��c r��«c� �.c.ru� fMALI rttr �trrt w• wt t �r �w. � coMc�trt a�u • . . -.; �� REW�II[M[Nit �o� �+�.oarwN .w � ,r •.. � • . •• , cowu�ow �s s�ecr�t� �r �ttr • ��,�. Aot o� tN[ itaMAM NiCMrcA— , � � � •ti Tire +ci aiit uTr M* ia�r ��TM . ;;,. T[aA• O� ��CwM.� Af ssprKo �w �[Ct�OM� t�.t M1Q [!•t M tM[ 01TCM ��Li • � f�tCl/IC�TW11• ►Aw NTlII �lMRt' ' 1t111 I�O�ttt{, IMf �AtM �«w .• • �[/T.CIf♦ OI /Mi rM�M�1ltN. .�i . . . • � , ' � t110Mtf� MC1�IT• IMTkLATIM _ ' � �.. � �';.. • • ' . IIl� •.�. � .. ' ; � �: �', f � •� . . •; �1 C �.'..r •�� : ��t1 � �l . .. � �1 •., . • . . . . � '�„ • '� N►1'M1�/Mi� OMCMTt ��tl AKl Ilt�-,r anii •sutt � cMc��t M.!•Rt4t0AC�� CdMC�[T[ •��[ IN.1 � Ki laNT 4�Uwi►�1 CKAt! �MAt.L N AlKAii� f+� MM1MAl ��►tN .M�l t0 �! CYf. iMt •i[�l •!�l /t �[RK[• M �MOMM. 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R�,_�_,_n REV,q•�♦ TRAN�PORTATlON/RudL�C WORKS OE�t. �•:Y-u-�-» fM• � ltY7 _. ��_ R¢r-�z-�a-�e ^ J -- FMi/MffiIMK •/sIOM REv-�-:o-ae f/i, l. � L_.J l.,�.�J 1.._._J l._.J U L�.1 L.�] L�� [.._._) L"J f:�� L:,`.J U �7 � C� �J � l �, �r....—.� _ . .. . _..._ ... --- -�-----_- - -- - � �:. __._ ._ ._--- -•- -• -•-� -- � -- -. ..._ . ._ , i [xi�r cuse-7 • GUTTC�,/ �: • • • • � �• • �/ Y �� Ex�sT su� •�SE ( rF AN r 1 D��CN wA�� "^ - Ec�Si � CONCpETE! 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OF 2� 27 IS ADDED TO THE CLASS "A"CONCIIETE. � TYPICAL SECTION-TREN�H REPAIR TYPICAL BRICK SURF'ACE 8r R�INFORCED CONGRETE 8�1S� , C/ T 1' Of fORT M'O�TN �ev. 6_ �. re T!!A!lSP01lTAT{ON/PUBLlC WO1lKS DEPT. REV.11- I-79 %11� NO C-3228 REV.�2-tS-fO EN6JMEER/N6 D/V/S/ON nev.e-�o-�z -- nay...�,a_na f/6. 3 �—Ex�ST CONC SASE CLASb�� RENIF0110ED CONCRt T E •ASf - NO S OA115 ON Z�"CENtfRS SOTN iMAYS WITN � YIN 2�AIlS LOkGITUOtNA� IN OITCM 1 , ((��'' [x�tt s��CM EnST, CVR� � � SURFA.CE • GUT T E A � - - - �♦ � U U E� [._] [._] L�J L� � O��7 C� O G� C� d C� O L� p I �X1�? CYA� IXitT N.M.wC • suT T [ 11 uulllatt � , ,, i � �.t— • ✓ •• . . • ,% . :• � y11M NT-, •�t �oT� p �u.oM KM�.C. �t��t�11lNT 1 1 ` riM i re' .��.' - . � t.tT CONCR[TE �I�LL �l rqTNlL�O A MMl 0/ �" •� �[�AII �OTTpY O/ [7tqT. N.M,q,C. MVtM[M1� � ALL [XIlT. A�i7MLT NIAL{. K IIE�I.ACtD tp 1N[ SN�A, liL �E i2TOF F�411ADEDu SU1tfACE �GY11SE. � tLp�IN� Of ►i�� TO MATCM ApJAC�NT �[CTIOM • O71 lKCtIICATIOM 4�t� MMtG1![YiJI !� YORt _' . lTRMKNT. " � ON YI►d011MIQ/fCf'�M MlO.�CT tMMN[010110[�NII[f11M1�Y _ . �v�wtc rnc w�.�•r�r� a uwir� ��c. Mvar�r �� TO Z1fCaDti�W10R1AM � M/UTY TO �171qTA10 CON/TMICTIOM �OApMI�. 1/ MMp�N1AT[�TIuL IIIL� MIO?M 01 KIN�Ct MIIIIL • ' '' • �C IIRYOY[�� I�KAO[0 rIITM 1t1M0►MAT� 1R[AT�IT TO ' '' ' •• [XNfiMf �Att OR MI�MAI� UATiMK. FIN M "-322! � .► . � � �-lMl�f NYAC , tu�f�CE 11M�1 0 : • .. � '� � .` ` 1111Nf COAT ' � 2 •27 CONC11EtE � �ll T�ENCM MCItfIL� S�MII Y[iT / 11(pV�REYEwT! �OII •11�OATqM AMO COYRACT�ON •/ �►lClfl[0 �N IT(Y 10t O� �M( �TAN4MD •rtC1I1GA� TIOIM /OII CON�TRUCTqM� ►U�l �C MOA1t• O[►T , G�TY 0/ ROAT M�OIIiM T[7f�f O� sACKFIIL A3 S�ECIf1ED 111 5[CTqHS E 1- 2 ANO E2• 2 Of TM[ �►tGI�CAi�ON! FOA MAT(A 0[�MT- Y(MT �R0,1[CT�, /ORT w011TM rlraTt� DE�T,C�TY OR f011T NOII?N, T[xA� `►IIOrOKD IACWT� MIiTkLAT10M - ---r�rc � �, + pTCM wALL TYPICAL. S�CTiON-TRENGW REP�41R • TYPICAL H. M. A. C."SURFACE INIYH SOfL BASE C/1!' Of f0/p'T MGYrtN *�� A{/M��TIC CdICR[Tt aEv•e-sa-•z . TRANtiP':RTA:1• N/!i NI • Y•'. Rks OEP7. 1t[v-11-1-T� EMI/NEfi!'AMf O/w/!/OA► Rcv-iz-�a-ao EY�Si CUR• � s sur ttR i ' i • .,.._• : [N�ST •�!� f/f. I :� • r_� 0 0 C� C� C7 � 0 0 O 0 O C� � �J � O I� C� B �E� NOTE NO.S BQLOY" b �%�T. CURO ExID7, C1JRD ' � CUTTHA O iU f T E R •--- ------- TMIRD COUII�E � ' •--••-•- �ECAHD COt111S� ORt"H.M.w.0 • ' - ••-- FlRS7 COU�13i �o �� . ' �a .` °: . . , . ,i � . . , , I� � � . i. :p. • � • qo : ' ' ao, f - •° . D o ". 'D I!' . . �• . .,, • .. � . It� •�e PRIktE COAT • � ' ' � � � � • L. [ xisT 0��[ 2:27 :.ONCRETE '`�. . . . . , �. : ': ,. , •., . . }— All TR[fcCN D1►CKfIIL 0�►Ll 1ts[T ��(( O�pJtpHYtpTO f011 Ce1100AT�OM �p0 �Yl�T.OAtQ OITCN WALL '' ' • " - • • � - . ,' '�/ Cf�ACTIOq A� E/[CIII[0 Ip IT[M PROPOSED FAqLITY ." • � 10t Of T/Q lTAHOAR� •/[CIIlCA- IN3TALLATION --^�• � ' ' � � , • • TIQ�lO F011 GCtflTRULTIWI, /U�LIC , , • 1I01tKl. DE�i� CITt 0► FOR� q011TM p�pg . • TQRAS OR�pWCKFILI R.! ',?ECi£tf0 IN . SECT�OtlS EI-2 A1tD E2-! OF tNE NOi ES� .. �.cur�c�rioai ro� a�rcp ocr�aT- '. , tl[qT /f:O�iCT7. /Of1T ��OIITM pAtER 1. 2:27 CONCRETE SHAIL BE INSTALLEO A MINIMUM • ' • 0l1T.�C1?T O� /01rT fsCift�N. T[%A'. ' OF 8�� BELOYJ 80TTON1 OF ASPNAIT PAVEMENT.• ' •• .� 2. BEDOING OF PIPE TO MATQ1 ADJI►CEHT SECTIONS OR • �. � ��MlTRATMM �MVEt�lpT RQ►��C[RtQpT SPEtYfICAT10N 402� pNICHEYER ID 110RE 9TR@IOENT. • , '' COW1S[ aRA� IfA RATE OP ORADZ A110 RAT[ � 07 ' , . , M0. RfPUtAT1os�A�PNAIT A►pIICATIO:!- lTOqa ',� uH MAJOR PROJEC73. THE PROJECT ENOIt1EEli OR DESIONER ,.• '�, . '; i AC 0' 0.40 �SAI. O.Y. 1'•0 �0. /O.Y. IN9T EYALUATE THE fULL WIOTFI Of £XISTINO PENETRAT�Ot: '• '•. • ' = AC6 • O.16 �6AL. t.�. 4� Dd �nJ�•Y• pAVEMENT A� TO ZTS1CKkE90� COkDlTIOM OABILIT.Y 10 � .. . ,.. '. � , � AC 8- O.dO OAI. 0.�. D l��a'CO4T) !0 l8/4�. MITN�7AND CONSiRUCT10N LQAONIO. IF APPROPRIATE� THE . , ' . • ' : • ._ FULL WIOTN OF SURFACE 9NALL BE REMOVED 9 REPLACEO ^ ' ' '' ''' '' ' MrITN APPqOORtATE TREATNEqT TO Ex1811R0 BASE OR • SU80RADE MATEMAL. IN THAT EVENT� 2 Oi H.M. A. C. CAN BE SUBS:ITUTED �OR TNE TNREE COURSE ' PEHETQATIOp ►AVEMENT. ' TY�'�CAL SECT'lON�iR�;�C� ��AI� . TYPIC�L PG�9�T'RAT'IC�i� P�►�E��T ��T�I ��@�, . C/T1' OF fORT A'ORTM �.v-�-�-re REV- 9-12.86(U.E.SI • R1:V.-11-1-7D ' TRANSPORTtiTION/PUBLIC WURKS DEPARTh1ENT pr�•it-t�-oa � eFv-o-so-ea f/9. ? File No C•3230 E�'l6/d�CRl/i►8 O/i�/S/OPl n£v: a-a•oa 1a.a.f s � GENERAL NOTES 1. THE EXACT POSITION OF THE GUARD FENCE SHALL BE AS SHOWN ELSEWHERE ON THE PLANS � OR AS DIRECTED BY THE ENGINEER. GUARD FENCE SHALL BE TRANSITIONED TO A SMOOTH CONNECTION WITH OTHER GUARD FENCE OR STRUCTURE RAILING AS SHOWN ELSEWHERE ON PLANS. 0 2. UNLESS OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL BE BE BLOCKED OUT SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF RAIL. RAIL PLACED OVER CURBS SHALL BE INSTA�LED SO THAT THE POST BOLT IS LOCATED APPROXIMATELY 21 INCHES ABOVE THE GUTTER PAN OR ROADWAY a SURFACE. 3. UNLESS OTHERWISE SHOWN IN THE PLANS, MBGF SHALL BE PLACED WITH THE FACE OF RAIL DIRECTLY ABOVE THE SHOULDER EDGE (OR CURB FACE) EXCEPT THE 25' TERMINAL ANCHOR SECTION AND ADJACENT 25' OR MBGF SHALL BE FLARED AT 25:1 (LONGITUDINAL:LATERAL) TO PROVIDE A 2' OFFSET BETWEEN BURIED ANCHOR AND SHOULDER EDGE (OR CURB FACE). � FLARING THE 25' TERM�NAL ANCHOR AND ADJACENT 25' MBGF IS OPTIONAL FOR ONE-WAY TRAFFIC CONDITIONS ON THE DOWNSTREAM END OF GUARD FENCE. 4. AT THE OPTION OF THE CONTRACTOR THE RAIL ELEMENTS FOR THE GUARD FENCE MAY BE � FURNISHED IN EITHER 12-1/2 OR 25 FOOT NOMINA� LENGTHS WITH POST BOLT SLOTS FOR CONNECTION TO P05TS. S. TIMBER POSTS MAY BE BEVELED AT APPROXIMATELY 10 DEGREES ON THE TOP OF BOTH ENDS WITH HIGH SIDE OF TOP OF POST PLACED TOWARD THE ROADWAY OR THEY MAY BE DOMED. WHEN BLOCKOUT GUARD FENCE IS SPECIFIED ELSEWHERE IN THE PLANS, A 6' x 6" x 14" D TREATED TIMBER SPACER OF YELLOW PINE SHALL BE USED WITH WOOD POSTS. WHEN "BLOCKED OUT", THE UPPER PORTION OF THE POST SHALL BE NOTCHED 3/4" TO PROVIDE FLAT SURFACE FOR TIMBER SPACER. A TOLERANCE OF ± 1/8" WILL BE PERMITTED ON THE NOTCHED PORTION OF THE POST. ROUTING THE TIMBER SPACER MAY BE USED IN LIEU OF D NOTCHING THE POST. THE DEPTH OF ROUTING SHALL BE 3/4" AT THE CENTER OF RADIUS + � �8�, 6. STEEL POSTS SHALL BE BLOCKED OUT. STEEL POSTS AND SPACERS SHALL MEET THE RE- � QUIREMENTS OF ASTM A-36 (W6 x 9.0 OR W6 x 8.5). BOLT HOLES SHALL BE APPROXI- MATELY CENTERED BETWEEN WEB AND EDGE OF FLANGE OF SPACERS AND POSTS. 7. POST SPACING WILL BE 6'-3" EXCEPT THAT THE FIRST POST WILL BE 25' FROM THE TERMINAL ANCHOR POST AND THE NEXT TWO POSTS SPACED AT 12'-6" WITH A MINIMUM OF 8 POSTS ADJACENT TO STRUCTURES SPACED AT 3'-1 1/2". � 8. THE UPPER 10" (MINIMUM) OF THE TERMINAL ANCHOR POST AND ALL STEEL FITTINGS THERE- ON SHALL BE GALVANIZED. 9. THE TERMINAL ANCHOR POST SHALL BE SET IN CLASS "A", "B" OR "C" CONCRETE IN ACCORD- D ANCE WITH ITEM, "CONCRETE FOR STRUCTURES", OR SET IN CONCRETE IN ACCORDANCE WITH ITEM, "CONCRETE PAVEMENT", CONCRETE SHALL BE SUBSIDIARY TO THE BID ITEM REQUIRING CONSTRUCTION OF THE TERMINAL RAIL SECTION AND ANCHORAGE SYSTEM. 10. AN ANCHOR OTHER THAN TO A TERMINAL ANCHOR POST SHALL CONSIST OF A CONNECTION D SIMILAR TO THE RAIL SPLICE OR SIMILAR TO THE TERMINAL CONNECTOR. 11. BACK-UP PLATES SHALL BE PROVIDED AT INTERMEDIATE (NON-SPLICE) STEEL POSTS. BACK- UP PLATES SHALL CONFORM TO THE MATERIALS AND GALVANIZING REQUIREMENTS SPECIFIED FOR THE RAIL ELEMENT AND SHALL BE OF THE SAME NOMINAL THICKNESS AS THE RAIL D ELEMENT USED. 12. WASHERS USED WITH THE EIGHT 5/8" SPLICE BOLTS AND NUTS THAT ARE PROVIDED FOR TERMINAL CONNECTORS AND/OR TERMINAL ANCHOR BOLTS SHALL BE 1-3/4" x 3" x 3/16", OR 1" I.D. AND 2" O.D. x 0.134" (ANSI B27.2) NARROW TYPE "A" PL41N WASHERS. � 13. THE 10 GAUGE TERMINAL CONNECTORS MUST BE USED WITH THE OPTIONAL TERMINAL ANCHOR POST. EITHER ANCHOR POST MAY BE USED WITH EITHER CONCRETE ANCHOR. 14. WELDED STEEL POSTS AND SPACERS SHALL MEET THE REQUIREMENTS OF ASTM A-769. THE FLANGE WIDTH AND THICKNESS, WEB THICKNESS AND DEPTH OF WELDED POSTS AND SPACERS � SHALL EQUAL OR EXCEED THE DIMENSIONS OF A STANDARD ROLLED W6 x 8.5 OR W6 x 9.0. 15. SPECIAL FABRICATION WILL BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN 150' RADIUS. 16. BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH THE FULL THICKNESS OF THE D NUT AND NO MORE THAN 3/4" BEYOND IT. (BUTTON HEAD BOLTS MAY BE USED INSTEAD OF HEX BOLTS WHEN SPECIFIED BY THE ENGINEER.) 17. CROWN WILL BE WIDENED TO ACCOMMODATE GUARD FENCE. 18. WHERE SOLID ROCK IS ENCOUNTERED OR WHERE SHOWN ON THE PLANS, THE DIAMETER OF � THE HOLES SHALL BE APPROXIMATELY 12 INCHES. THE BACKFILLING SHALL BE WITH A COHESIONLESS MATERIAL AND EMBEDMENT DEPTH SHALL BE 1'-6" OR MORE AS DIRECTED BY THE ENGINEER. TIMBER POSTS SHALL NOT BE SET IN CONCRETE. ■J METAL BEAM GUARD FENCE DETAILS SHEE T 1 OF 7 � � � � ` � C � � D � � � � .N D�M�� PNL T[AMIHAI ANCHpR POST NOTES: 1. EITHER POST i.WY BE USED WrtH I) II � SO' SOUARE v � ERHER ANCHOR 2'-�' DEEP 2. NO CONS7RUCiiON JOINT IS ALLOWED OR SB' DIA. IN THE CONCRETE ANCHOR ROUND �MIN.) 3. lER1A1NAL RNL MAY BE BOLTED TO BY Z�-4 POST AND IN TW15T POSRION PRIOR DEEP ANC110R TO PIACINC CONCREfE ANCHOR 4. IP CONCRETE ANCHOR IS PRECAST, THE MEA SHOULD BE COMPAC7E0 AS �IRECTED 8Y THE ENGINEER. WHEN PIACED IN TF7E FlELD PUCE FACE OF POST APPROX. ON C.�. OF ANCHOR 1ERMINAL ANCHOR POST I I I � R 5 oSWAitE 0 i '� OEEP ANCHOR TI LI� •1 I �� i� TERMINAL CONCRETE ANCHOR OPTIONS SCALE: 1 /2" = 1 '-0" \I M M NEUTRAL AXIS -\ C.l. RAIL , I NEUTRAI AXIS � � �3" APPROX. Z•_6• 3/4" x 2-7/2" — POST BOLT SLOT 3" 4-7/4" 4-1/4" , 4" 4" 2" � � 0 0 — � � � C.L. 3" x 29/32" SLOTS EITHT 5/8" SPLICE �,�, BEAM ELEMENT - BOLTS REOUIRED � a i � M � y � � i � M � / + — 1' DIA. HOLES TERMINAL CONNECTOR (10 GAUGE MINIMUM) SCALE: 1 -1 /2" = 1 ' -0" METAL BEAM GUARD FENCE DETAILS SHEE T 2 OF 7 � C C a � � —'�1-1�g„ � aii io , o � 0 3/4" HOLES IN POST AND SPACER SPACER DO NOT USE WASHER BETWEEN BOLT HEAD AND RAIL ELEMENT ALIGN SLOTS OF BACK-UP PLATE & RAIL 1'-0" BACK—UP PLATE I I � � I I � ��g„ —� C.L. POST POST CONNECTION STEEL POST � , 2-,,2„ 2" \ � � � POST BOLT � � — 2" SLOT 3/4"x2-1 /2"� �� I �c� SLOTTED '� 1-1 /8" HOLES 29/32"x 1-1 /8"— C.L. POST DIRECTION OF TRAFFIC RAIL SPLICE LOW FILL CULVERT POST MOUNTING OPTION (NON-SPLICE STEEL POST ONLY) SCALE: 1/2" = 1'-0" METAL BEAM GUARD FENCE DETAILS SHEET 3 OF 7 i C � � � � 2'-0' OR MORE USUAL i� N LESS THAN 38' COVER I �,�, �yy r�J! � f FIIL � GUARD �. � RAIL �14� STEEL SPACER — — STEEL POST -► 3/8' �.....L{,.....l.�-urrr�rrwu-' CULVER7 Q � SLAB > 1' x 5/8" x 6' i6 STEEL PLATE -1/4' OIA. 10LES 3/4' DIA. A307 BOLTS w/WASHERS `6' x t/4" x 8' BOLT LENGTH = SLAB + 2, FIELD (15/i6 HOLES) CUP TOPSIDE WASHERS IF A36 STEEL PU+TE NECESSAF2Y TO CLEAR WELD . ,o- , 3-t/4"— — t-3/a' ,-'�,Z- �I SLOTTED HOLES � ��'I I� t�" � -1 /y. (1YP.) 3- 7 /8 J STEEL POST CONNECTION TO CULVERT SLAB (USE wHEN 7HERE IS LE55 THAN 38" COVER OVER CULVERT SLAB) LOW FILL CULVERT POST MOUNTING OPTIONS SCALE: 3" = 1'-0" � DO NOT USE WASHER �1� BEfWEEN BOl? HEAD AND RAIL ELEMENT � J N ti a POST CONNECTION (WOOD POST) Not to Scole METAL BEAM GUARD FENCE DETAILS SHEE T 4 OF 7 � 0 O CI 0 [� C! � O Q �l t— .1 V-:7 f-1 �1 f-1 '�l i�l �l PER4ISSIBIE SOl1VR ��1K1�16 J/{' � 2-1/2' SLO75 W�X. (TYPIfI�L) 1 \ 13'8 I�2' / 1 I6-1/�' / \ 6'-3' 8'-3' ,� 6_��• I / O � O O O u � O O O � h C� O O O 0 � �., h O � ]9 ]2' : I-1 ' SLO75J � � O ° e � C� � O n 4-1/t' {-t/�' 2' I ELEVATION OF NOMINAL 12-1 /2 FOOT GUARD RAIL (25 FOOT SECTIONS MAY ALSO BE SUPPLIED) NO SCALE * POST SPACING OF 6'-3" MAY BE USED ON THE DOWNSTREAM (FROM A TRAFFIC FLOW STANDPOINT) END OF MBGF PLACED ON ROADWAYS WITH ONE-WAY TRAFFIC OPERATIONS. � TAS OPTION & 25' MBGF FLARE AT 25:1 25' TERMINAL AN�HOR SECTI�N r 2MBGFCLENGTH, 0� NEED � n n _ /�� TERMINAL ANCHOR POST AND ANCHOR I� �GROUND LINE ELEVATION NO SCALE VARIABLE _ I_ 6'-3" _I_ 6:-3" _� II I CONNECT TO TERMINAL ANCHOR, CONCRETE TRAFFIC BARRIER, WINGWALL, BRIDGE RAIL OR APPROVED END TREATMENT AS SHOWN IN THE PLANS. LAP END SHOE IN ACCORDANCE WITH DIRECTION OF TRAFFIC. METAL BEAM GUARD FENCE DETAILS SHEET 5 OF 7 0 o c� o 0 0 0 o c.� � o o� n� r-� � o 0 3 u h � �POST DOWELED OR 10• BEVELED i � �� ^�� ONE 5/8' BOLT � � N7TH 1-3/4 O.D. WASHER & NUT, _ . 7/8' OIA. HOLE IN POST k SPACER (IAIN.) Z �O vut. 2' np. z �' BASE "j N �CROWN o ` �o ` O I � SHOULDER N I I n YODIFY — BASE � SLOPE � 7' (AIiN. DIA) WOOD POST SCALE: 3/8" = 1'-0" 6� a 6� a 14� TREATED TIMBER SPACER �POST DOWELED OR 10° BEVELED O \ � ONE 5/8' BOLT WITH 1-3/4' O.D. � WASHER & NUT, _ 7/8" OIA HOLE IN POST k SPACER (MIN.) e � a/s" Z N . O �SEE NOTE 5 � Z � vnrt. 2' nv. z � BASE a � N �CROWN 0 � �a � i � o 0 = iG O O � N Yn IEOGE OF SHOULDER I I A1001FY — BASE � SLOPE ` 7� (MIN. DIA) WOOD POST (BLOCKOUT) SCALE: 3/8" = 1'-0" NOTE: OI WHERE A NOMiNAI IENCTH OF 5'-6' IS SPECiFIED AS ACCEPTABLE ELSEWHERE W THE PUNS, THESE DIMENSIONS SFiALL BE REDUCED BY 0'-6'. FACH SPACER TO BE ARACHED TO POST WITH 7W0 5/8� BOLTS, STACGERED 14' STEEL SPACER 5/8' BOLT, WASHER AND HEX NUT, 3/4� DIA � HOLE OPTIOblR ) HOLE IN ^ POST & SPACER i �� N � O VAR. 2' TYP. z I BASE ��,, �CROWN o �- � a \ u 1 in ^ O � EDGE OF SHOUIDER N � NOTE: BEVEIED 45' TOP STEEL POST MAY BE USED W UEU OF SOUARE TOP PO5T5. IAOOIFY — BASE SLOPE STEEL POST (5'-6' LONC) STEEL POST (BLOCKOUT) SCALE: 3/8" = 1'-0" TME OESIGNER SHOULD SPECIFY THE REDUCED LENCTM ONLY ON HM,HWAYS WHERE FUTURE A.C.P. OVERUYS ARE UNLIKELY. METAL BEAM GUARD FENCE DETAILS SHEET 6 OF 7 f` Z U[,.._� C�i [. _] L_.] L_., [_:=.) C=.._� �) �.�.] [�� L_� L..�J � L� L�_ o � PROVIDE 4 ADDrttONAL NOlES IN ' END OF 1ER111Ne1 RAIL SECITON - EICM 5/8' x 2' HEX BOLTS W17H WASHERS ON THE TERYWNL RNL (TWO 1-}�1' J/16' ■ 1' K 2-3/t' PlAiES �1AY BE USED W UEU OF WASHERS) IS/16' n0l£S ° y�j �� m � GRADE m m TOP O� e 1 l �2 ANCHOR � O 5P•• Z'r 2�, �2 O 4_1/4• 1 n I � '� _�'-�/4• � . i 1/4' { % /%� _— W8 x 18 i L 6' x 6' : 5/I6' WN.J � �� (2'-4' YIN.) �� $ 1'- a-3/t' BENT TO 70' !:^� OR 2 P.L s 6' ■ 1'- }-3/4� � � —. ■ 5/16' WEtDED TO 70 OR •N 12' z 1'- 4-3/4' x 5/i6' PUTE BENT 10 70' NOTE: iN15 PoST REOUIRES { ADDITIONAL HOlES (SHOP OR FIELD) IN iHE TERMIW�L RAIL MEMBER M7TH EIGHT 5/B' BOLTS AND WASHER PUTES AS SMOWN FOR ATTACMIAENT � 1 J1� ,� 12 4' 4� 1� 2 � '` o o TERYWAL CONNECTOR ]/i6' (SEE DETAII) 1/2' —�_ _ 1' D0. HOLES, 4-7/B� � , :. �' r�x u�cHort eo�Ts ' i W(iN WASMERS � � 7l REOINRED ON THE �� x . TERNINRL CONNECTOR A � - _ �v II � a NOTE: iHiS OPMINAL PoS7 REOl11RES 7HE USE OF iHE f 0 GAUGE TERMIW�1 CONNECTOR M1TH FOUR 7/B� HEX BOI.TS FOR A7iACHMEM TO iME ANCHOR DOST. TERMINAL ANCHOR POST OPTIONS SCALE: 1/2" = 1'-0" L.L SY1I. AB7. C.L SLOiTED Ii0LE5 � 79/32' K 1-1/e' Ci IS/t0' R 1-17/34' ,o.� _ � � � � L "� � 1-1/16' NEu7RA1. "� �s/ts• a� � y� I1-5/16' 3-1/a" I _p/16' � � d I ��_��, � NOTE: ACiWL SECiION WY BE SL1CNTtY WfiEftEM DEPENDINC UPON 7XE WNUiACNRER SECTION THRU GUARD RAIL AND BACK-UP PLATE SCALE: 3" = 1'-0" 1'-0„ � 6.. 6.. POST BOLT (VARIES) ------{�-1/4" SPLICE BOLT (1-1 /4") I OVAL SHOULDER�IIIIIIIIIIIII 5�8• BUTTON HEAD \' � \' � CONNECTOR DETAIL (7/8" HEX BOLTS REQUIRED FOR TERMINAL CONNECTOR) SCALE: 1/4" = 1" � � j�t/2. 1� TERAIItiRL kAll-i CRADE P.L 10' a 1/4' � 7•_ 3_1/2• m I m e n I �1 II TOP OF ANCHOR - W8x 18 � (2�-{' YIN.� � �l 1 \ j � �---�-SLOT � � I 3/4' x 2-1 /2" I � BACK-UP PLATE SCALE: 1 " = 1 ' -0" METAL BEAM GUARD FENCE DETAILS SHEET 7 OF 7 J � � � D � � � � ►_�:7» ��•7 ►:� STORM WATER POLLUTION PREVENTION PLAN � =J � ;J � � � � � � � �, � � PAVING AND DRAINAGE IMPROVEMENTS FOR SCHWARTZ AVENUE POLLUTI N PREVENTION PLAN ��+r x '§9 "q«'� x `°.r e v � ,� Es x � ^re � -€ar,^s + � �.L'r e � �' ; ,�'° , � � . Y* '�. °" r"t ,`"s �.`� :,�'� � : n a e�. � � . � *` t��;''��,,:,�a4 � � �.n b��,�„�r,��, i�w �y § rr�w.,:a'� ��'g' k , a�"�° � �;- -'..� 'v. z „�„� , rx�<�e�,� �. ,�,.� �.` » � '.z� �� . „��H �,�� wa�n;��1 +a '.,��-��. ; t��,� ��a%� � .. � . � .. . £ � +� , �? �. , � �'�.* .� . Project Name and Schwartz Avenue Owner Name and City of Fort Worth, Texas Location: (Latitude, Reconstruction Address: 1000 Throckmorton Street Longitude, or Address) Fort Worth, TX 76102 28`" St. to 33rd St. Description: (Purpose and Types of Soil Disturbing Activities) This project will consist of the reconstruction of Schwartz Avenue from 28`'' Street to 33rd Street including the � construction of approximately 300 L.F. of earthen channel, and a 9 bbl. 10'x6' MBC. Soil disturbing activities will `�� largely be comprised of street and channel excavation. � Runoff Coefficient: The final coefficient of runoff for the proposed construction area will be c= 0.50. � � �1 Existing Projeet The project consists of 7 acres, all of which will be disturbed for the construction of Conditions: this project. The existing unpaved area is covered with well established grass and trees and has slopes from 6% to well under 1%, averaging approximately 3%. The topography of this area can generally be described as a residential area built on rolling hills. Soils on the site are primarily a dark grayish brown gravelly clay loam underlain by a coarsely fractured limestone with a moderate hazard of erosion. Sequence of Major Activities � The order of activities will be as follows: � 1. Install erosion control structures as necessary. � 2. Clearing and grubbing. � 3. Excavation and grading. 4. Channel, Street, and Box Culvert construction operations. � 5. Stabilization of erodible areas. 6. Remove erosion control structures. Name of DReceiving Waters: � !1 I J �"�"wCina.r� The site discharges into the stream WF-4 and then flows into the West Fork of the Trinity River. SWPP-1 � J ] Stabilization Practices CONTROLS Silt fences, hay bales and other structural controls indicated on the plans will be installed prior to beginning the � clearing and grading and will remain in place until the contractor has completed construction of the particular phase and has completed stabilization. � `J � OTHER CONTROLS Waste Materials: All waste materials will be collected and stored in a suitable container. The container will meet all local and State solid waste management regulations. All trash and construction debris from the site will be deposited in the container, which will be emptied as necessary. No construction waste materials will be buried on site. All personnel will be instructed regarding the correct procedure for waste disposal. Hazardous Waste: � All hazardous waste materials will be disposed of in the manner specified by local or State regulation or by the manufacturer. Site personnel will be instructed in these practices and contractor will be responsible for seeing that these practices are followed. � Sanitary Waste: All sanitary waste will be collected from portable chemical toilets located on site and emptied by a licensed � sanitary waste management contractor, as necessary. � Off Site Vehicle Tracking: � A stabilized construction exit shall be installed to help reduce vehicle tracking of sediments. The paved streets adjacent to the site entrance will be swept as necessary to remove any excess mud, dirt or rock tracked from the � site. The contractor is responsible for ensuring that excess mud, dirt or rock are removed from all adjacent streets. ■J �I �1 � J � SWPP-2 � u OTIMING OF CONTROLS/MEASURES As indicated in the Sequence of Major Activities, silt fences and stabilized construction exits will be constructed prior to commencement of work under this contract. Areas where construction activity temporarily ceases for more � than 21 days will be stabilized with a temporary seed and mulch within 14 days of the last disturbance. Once construction activity ceases permanently in the area, that area will be stabilized with permanent seed and mulch. �,,�� MAINTENANCE/INSPECTION PROCEDURES � Following are the inspection and maintenance practices that will be used to maintain erosion and sediment controls: � a. All control measures will be inspected at least once each week and following any storm event of 0.5 inches or greater. O b. All measures will be maintained in good working order; if a repair is necessary, it will be initiated within 24 hours of report. � c. Built up sediment will be removed from silt fence when it has reached one-third the height of the fence. d. Silt fence will be inspected for depth of sediment, tears, to see if the fabric is securely attached to the fence Dposts, and to see that the fence posts are firmly in the ground. e. Built up sediment will be removed from the sand bag berm when it has reached one-third the height of the � berm, or one foot, whichever is less. � f. A maintenance inspection report will be made after each inspection. � � � � � � ■J [.�i.+/�;d�c �i � � SPILL PREVENTION Material Management Practices � The following are the material management practices that will be used to reduce the risk of spills or other accidental exposure of materials and substances to storm water runoff. � Good Housekeeping: � The following good housekeeping practices will be followed on site during the construction project: • An effort will be made to store only enough product required to do the job. � • All materials stored on site will be stored in a neat, orderly manner in their appropriate containers and, if possible, under a roof or other enclosure. • Products will be kept in their original containers with the original manufacturer's label. � • Substances will not be mixed with one another unless recommended by the manufacturer. • Whenever possible, all of a product will be used up before disposing of the container. • Manufacturer's recommendations for proper use and disposal will be followed. � • The site superintendent will inspect daily to ensure proper use and disposal of materials on site. J Product Specific Practices INVENTORY FOR POLLUTION PREVENTION PLAN � The materials or substances listed below are expected to be present on site during constxuction: • Concrete • Petroleum Products � Petroleum Products: I � All on site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers which are clearly labeled. � Concrete: I � Concrete trucks will not be allowed to wash out or discharge surplus concrete or drum wash water on the site except in bermed wash basins a minimum of 12" in height. The wash basins will be will be cleaned out and concrete and all concrete residue will be disposed of properlv off site. , � � � J S WPP-4 � � � ,' � J J � � Spill Control Practices In addition to the good housekeeping and material management practices discussed in the previous sections of this plan, the following practices will be followed for spill prevention and cleanup: • Manufacturers' recommended methods for spill cleanup will be clearly posted and site personnel will be made aware of the procedures and the location of the information and cleanup supplies. • Materials and equipment necessary for spill cleanup will be kept in the material storage area on site. Equipment and materials will include but not be limited to brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for this purpose. • All spills will be cleaned up immediately after discovery. • The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with a hazardous substance. • The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring and how to clean up the spill if there is another one. A description of the spill, what caused it, and the cleanup measures will also be included. • The coniractor will designate personnel to be the spill prevention and cleanup coordinator. It has been determined that there are no threatened and/or endangered species present at this site. A list of � threatened / endangered species for Tarrant County, Texas was obtained from the U.S. Fish & Wildlife Service. Descriptions of natural habitat for the species were evaluated and a visual inspection of the site yielded that none � were present. ■J � � ■J � J J � Notice of Intent The Contractor shall be responsible for filing a Notice of Intent (NOn with the U.S. Environ�mental Protection Agency and maintaining any correspondence necessary to insure full compliance with current regulations and standards. The contractor will be cited as a co-permittee along with the owner during construction. The appropriate NOI form is EPA Form 3510-9. The contractor must maintain coverage under the permit until such time as the site is finally stabilized, or the contractor is no longer classified as an operator of the site as defined by the permit language. The status of the contractor as a"operator" shall be determined by the Engineer and/or Owner. Threatened & Endan�ered Species Notice of Termination Upon completion of the work and stabilization of the site, as determined by the Engineer, or the Contractor is no longer defined as an"Operator", the contractor shall be responsible for filing a Notice of Termination (NOT) with the U.S. Environmental Protection Agency. According to permit language the NOT must be filed within 30 days of final site stabilization or within 30 days of the contractor no longer be qualified as an"Operator". The appropriate form is EPA Form 3510-7. S WPP-5 ■J � � � � � � I � ' � � �� I .� � '"a�acx �'a �a �_�: � '�'�„ , ��°. � �� "� s �� . �� . . �� ,°� „�"�aasu �. �{ "�:. �w�.'� �'� �' ' t � ;J 'e�"' " ' " ' �xa»vk�r�.�a"s�, "��. .. �rFd" �«c« �.� « . .� .. :. _ia .. . 5� � . �, . . , . . .��+��".,E� ., r.= • s�a� i�'. . F�" ,�� e-.sy � � ,, # �a ��se'+t��k�`($ s :�f z�*�"� �'i �",r�°e`� �_ s+ �.t�m° � � a `� .�r,,� �a� �'�_':5 ' ��r. �°; . . ;� .�*� ?i�''�',�� * ` �CJIf , . .. .. �. ��: �� . , � .,. �� rm��r� , ,-, � �� a '�,�.�rry , r . . . , .. ., w i: ,' >.r.- m'*"s�..� � n� > :� . r, „ .:.:s �.. I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site identified as part of this certification. " � ", , �, ��. �„'� � ' � �� ;� � ,� - � � � �a � � M� � ,, � ; .� �,��`� � �, , - . � � � , :� .. _ . , �q� ,.,� � ��i � �� F � � . . , � , . , � �� .� � Contractor Name and Address Name Date W SWPP-6 � 36518 J �� Federal Register / Vol. 63, No. 128 / Monday, July 6, 1998 / Notices Addendum D—Notice of Termination Form From the effective date of.this permit, permittees are to use the existing Notice of Termination form (EPA Form 3510-7) contained '' in this Addendum until [hey are instructed by [he Director (EPA) to use a revised version. Permittees are to comple[e, sign and submit [he form in accordance with Part VIII of the permit when terminating permit coverage at a construction project when one or more or the conditions contained in Part I.D.2 have been met. THtS FORM REPLAC£S PREVIOUS FORY 3�10-7 (i�9'2) �„ �pp,a,.d, ��,.,�„�.� a . P�.... s.. �o�. s.ton. comai.un� nba r-on� M.�.r.�.�... N,.« _ Ur�d Stabs En+Anorrn�afal P�af�etlon Ap��eyr N�� `�� EPA Notlw ofstorm� � O'n d�J1s�soc�iat�d witt� ndwtrW nera! Permlt tor t�ct�ar9 c21vit3/ � I Sibcntssbn of this No11a ot T�rrNru�tlon ooratlR+ns notlw 1�at 11w�rty IduitlR�d !n S�ctlon 11 d thtt krm !s noy�� aulhortxed to dltdwp� storm w�r astocl�t�d with k�dushfa! �ctlWfy u�d�r 1tr NPDES propr�m. ALL NECESSARY INFOFiANT10N �AllS f BE PROVfDED ON THIS FORM. 1. Par�Nt lntormatlon � NPOe erd Pe�m�itwNunber I �� Ct»rJc Fir� (f You w No Lapw� � Cfi�ck Hen if tM Stam Wat�r ❑ Opualot of 1tw F�c91ty: Dl�d�uy� !s BNny Twminat•d: �1. Facmry opera6or tr�tormatlon � tVan,; i � , , � � � � , , � � � � , � , � � , � � � , � � � ! , . I phor�e; I � � I � � I , � � I �ddr.a:l � , , , � � � . , , . � , , , , . , � , . � � , , , , , , , , � � J J �J � � J � �h J � !J `1 (`�(� �� i �. �.. t�.� t � � e i i � �� .S�tE� i1J Z1P Cod�• {� e r� i�� ,�J u�. FadutylSlm Loc�na, trNorrn¢Uoo r� LP,A,u��6 �cH'��wDARTZA� .N,g�6tE, ,�.M,P,R,O,V,�.,M,E,NiTs Ery �,�:i2,B,t,h, ,s,r, ,-r.�>, , 4o��t,6, sT', , , , . , , , , , � , , , i �,,; i Fr, , v�! ca � r N, , , , , , , , , , , , , , i s�.: � ap c�. � , , , , � - , � , �J ,.�►„� i� �� i,A„�,d.:� ,, �, i, � a,�,: W� W T�: �.,. l R�.: I�� I IV. c.artllcaUon: � a�tlty una.rp�r�Ity a law tl+.t aa soorm wat.. aUct, aa.odu.a wim indwulal .divtty trom au fd.nunad fac�uty u,ac .r. aulAortzad�y a NPDESp�a1 pe�ml� t haw bNn NkNnat�d or thvt I am no�r fM op�nfor of ttw fadlity or coristructlon site. 1 undorstand th:t by eubnYtllnp �hls Notic� of T�rrt�intllan� 1 artt no btpK w7aAz�d to QsdpuQ� atam wRter ax�ocl�td wiri � activlty und�r this p�nxal p�mdt, uxl tlut dNdur9�7 P�+�ts in stortn waUt assoclaUd with mdushlal �cUvily to wWn of th� UNtad Statas Is urd4whi undor tha Gwn Wwr Act wfiKa tlw dxherpe Is not euCiorizad bll a NPDES o�mdt i also underatand tl�at the submittal of tNs Nodc� d Twrmadan do�s not r�s� �n cWrator fran G�bpFly tor w�y vbtaUar of Ws p�meit at ifu �iw� Wat�r AG. Prht Namv: I � � � � , � , � � � � � � , � � � � � � � � � � � � � � � i Dat�: � . � . � . � SlOnatrxr: Instruetfons tor CompNUnp Notlw of T�rminatlon (NOl') Form wno �ay Fu.. Nono. a r� cr+on r� P�mYf�N 1Mio an pnt�r cohrd urdN LI EPMIta�Nd Nidqri AdMWnt p4clwp� E&�itrtJon SystMn MPOEsi G.rwN asm�t (Ndudirq tlr 1�s I�M�LS�.Tor P�m�t) fot Stotm W Wt Didwpn AssodaHd wflh trdusMal IkthNY m.y ,ubrNt R rbtic. a r.m,in.+ia, (No� wrtn ,vl,w, a»r r.a7u« ao bnp« hav� arry startn wiet 8ahnpti snaclmd w#h ktdusLW acMr�ly as d�t6wd In u,. storm wwr rpuqua+s u�o cFa t?2.28(b}(ta), «wtw, +h�y an no wrq.r m. oP.nwr a e» ae�tlea. For eafshuctlal aetivWes. �W�uIIon d at soorm w�r d�drryp u�odmd vr11t 6�diwtri�l �ctivity oacurs rrlrn d�6ub�d soi� �t fw conatnxtion �il� }rv� hem Nu1y �hbiAZW �td bmporary Noda� arN s�dmuH canlrol tr�nsurM rr ns fw� b«n �naW a wi b� �nnw0 at �n sppioprleb tln�. a O+�t al abnn rrabt d�drya asfod�Nd wM� kKMwYW rct)�^�Y hom IM ean�INCUon NN Ih�t a� �wAx�d Dy a NPOE9 p�rwed p�rtnQ h�v otlMn+i�� bwn �IYntr»d Final w6ialbn mww tlrt �11 widrarbinp K6vffiw N Rw alu Mw Ewn oonplM�Q, �nd thY a unllomf p�nrWU wpwativ� eor� wih � cl�ripr d 7OX ol M ao�rM lor Inp�w6 an�t and �'M� nol tov'�nd bY O�w+t afuC4x�s ho DCMf l�Il�d. Of �qU1v�IMK p�rtdfMllt il�bi7Jtlof1111�L7u1q (aUClf tl tll� �.. d Aa•a o�+«�s, or o.owdi..j nw. w«� .nyloy.a EPA Fam 36t0�71�0i1 WMt� to F'il� NOT Ferm SM�d 1111� bl�Il b ttr 11r 10YDMinD �ddrest: 6fwm W�tx NOUca d Tomirrtbn (4203) �o� u sa..e, s.w. WafFwgbn, OC 20460 CompMtlfp 1M Foral TYP� a D�. �+0 �PpKt+s+ wGo+s. h ih� appropdat� a�at oNy. PWae pt�a � ditnd�t b�tw�en tM rtrrla. AbDtwriau H neo�stary b aLy wAl+in tlr nrrt�r d dawatws Wow+d for �rh it�m. Uw ody arr �p�n for brwks bdrwM� rrad�. bH not lo► ptnawlfan tnrks u�lw tl+�y an nwd�d W dulty � of MlaK �P�oaatNO GnNru (l031 132�30f �� ot wtN� 1M Federal Register / Vol. 63, No. 128 / Monday, July 6, 1998 / Notices Instructlons - EPA Form 361G-7 NoUe� of Terminadon (NOn ot Coveray� Under Th� NPDES G�nenl Permlt for SWrm Water Diseharyes Assocfated With Industrlal Activity Sectio� 1 Permlt Informatlon Entx tha exisNnp NADES Storm Wat�r G�nenl P�rm� numb�r assigned to the facility or sis ideMifi�d in S«stion IIL if you do not know th� p�rtnit number, telsphon� or writo your EPA Rpional stam waht ooMad p�rson. Indieate your reasai fa submilting this Notlee o( Tertnnation by checkng the appropdate box: Nfhere has been a change of oper�tw and you an no bnyer tlis opeator of the fac�iry or sit� id�nWied in Seetion 111, check tha eorr�sponding box. Ral stam water dischar�ss at ihs fadiry or sito id�nt��d in S�dion III hays been terminated, ch�dc th� cort�ssponding box. Sectlon II Facllity Op�ntor lMormatlon Give the legal name of ths peraon, fim�, publc orya�tion, ar any other enU1y that op�r+tes ths ix➢ity u st� dtscrib�d in this appliation. TM eame ot tli• operatot rroy ormay nd beths sams name as the facilAy. The operotor of the fxlty b the lepal entiy whieh conWk tM faciliy's opstafion, rather U�an th� plant or sit� manager. Oo not use a eoloq�ial narr. Enter the eompkte address and tebpho�e number of ths opaator. Secilon III FacliftylSite Lotation Infortnatlon Enter the lac8�ly's or sit�'s offkial or i�gal name and eompbts address, L►dudinfl cty, abl� and aP code. if ffis faciNy pcks a stroet addreas, indk�b tM statm, the lat(tude and lonpkude ot the faalty to the nearesl 15 s000nds, or the quater, seetbn, tovmship, and range (to the nearost quartm sedion) of th� approninata center of the sile. [FR Doc. 98-17521 Filed 7-2-98; 8:45 am] BILLING CODE 6560-50-C 36519 Q Sectlon N CertlBeation Fedenlstatutesprovid�fa seven pemUiesforsubmiltiny laFs� information on fha applicalbn fortn. Federal iepulatbns requirc Ihia appliqtion to be sipned as follows: . For a corporatlon: by a responsible wrpwate o�cer, whid� rt�eans: n prasident, s�cretary, trpsunr, ot vieo-pres(dent o( the corporalion in charye of a principal business functbn, or any olher person who perfortns simiu poGqr or deasion mafong Anctbns, or () ths man�ger af one or more rtnnu(acturing, production, a op�radnp fadti�s �mploying more Ihan Z50 p�rsons or having Qmss annual sales a expendtues exceeding S25 mAfan pn seeond-quarter 1980 dollars), �7 authority to sign docurtients has been asslgned or deleyated lo the manager in accortianee with,corpont� prxedums; Fora perOnershlp of so/a proprfetorshlp: by a penenl pa�tnar orthe proprietor; or For a munklpellty, State, Federal, or ofher publk faclPty. by eilher a p�incipal executiv� otficsr or ranktny elaQed offieial. ' Paperwork ReducUort Act Notlee Public ropoAi� 6urden for this applieation is estimated to averaga 0.5 hours per appliption, Includiny tfms for roviawing nsttud'ans, searchinp existinp data aouroes, yatlrdrg and maintaininfl if» data ne�d�d. �nd complati�g and reviewing the cdbGion ot I�omwtbn. Send eommenri reparding tM burdu� estimate, an ott�xaqNet oftla cdlection of intomntion, or suggastiw�s for improviny this form, inelud3np tny wypestions which may inereas• or reduw this buM�o to: Chief, Informntion PoY�y Branch, 2136, U.S. Environmental Protecffon Ayency, 401 M Streot, SW, Washington, DC 20460, or Oirodor, Oitice of Intortnation and Regulatory Atfalrs, OPfico of Management and Budget, Washington, DC 20503. {� L■ � � � �_ � l� � � � I� � � � l� � � `^ � �■ � L� � 36516 � I � �, � � ' I � � � Federal Register / Vol. 63, No. 128 / Monday, July 6, 1998 / Notices THIS FORM REPLACES PREVIOUS FORM 3510-6 (8-98) Form Approved. OMB Na 24a0-0188 , See Reverse for Instructions United States ErnironmentaJ Protectlon Agency NPDES Washington, DC 20460 FORM \�, EPA Notice of Intent (NOI) tor Storm Water Discharges Associated with CONSTRUCTION ACTIVITY Under a NPDES General Permit Submission of this tVo�ce of Intent constitutes no�ce that the party identltied in SecUon t of this form intends to be authorized by a NPDES permit issued for storm wate� �scharges assodated with consUuctlon acUvity in the State/Indian Country Land Idernitled in Sectlon II of this form. Submission of th(s Notice of Intent also consdtutes noUce ihat the party idendfied in Sectlon I of this torm meefs the eligibiiity reqWrements fn Part I.B. of the general permit (including those related to protectlon of endangered species determined through the procedures in Addendum A of the general permit}, understands that continued authorizadon to discharge Is contingent on maintalning pertnit eUgiblUty, and that implementatlon of the Storm Water Pollution Prevention Plan required under Part IV of Uie general permit wlll begin at the tlme the permittee commences work on the consWction project idendfted in Secion II below. IN ORDER TO OBTAIN AU7HORIZATION, ALL INFORMATION REQUESTED MUST BE INCLUDED ON THIS FORM. SEE INSTRUCTIONS ON BACK aF FORM. I. OwnedOperator (Applicant) InformaUon Name: � � � � I I I 1 t I 1 I I I I I t I I I I I I I I I I I I � Phone: I I i I I I I I I I � Status of Address: � � � � � � � � I I I I I I i I I I I I I I t I I I I I I I I I I OwnedOperator. ❑ Clty; I i i i i i t i i i i i i i i i i i i i i i � state: LLJ 2ip code: I i i i i i— t i.i i 4 II. ProjecUS(t� Informatlon • • Is the facility located on Indian Country Lands? a�j�cr,N„e: IP,A�v��R�nI�c�IN��D�zD�vA�N��=LA�� N►�P�R�o��E��I�E�N�rs Yes ❑ r,oQ . Project AddressA.ocaUon: I Z�$ i t i h i k5 i T i. i ff' i O i � L i � i N i 6 i i s i T i i i i i i i i t i i i i I Ctry: I Ft 0 i R � i i i W.iO i P�T }lt i i i i i i i i i i i� I State: LLxJ Z�p code: I i i i t i— i i i i I' �.a�tude: I i I t I i I �.«,�;tude: I i i I i I i � County: f%I� i(Z� fZi /��N i T� i i i i i i i i i i i� Has tha Storm Water Poltutlon Preverdton Plan (SWPPP) been prepared? Yes �' No � - � Optlonai: Address of IocaUon ot SWPPP for viewing [� Address in Sectlon 1 above � Address in Sectlon II above � Othe� address Qf known) betow: SWPPP ��e: - Address: i t t � � t t i i t i i i i' i i i i i r i i i i i i i i i i i i! I i i I i i I i i i � h 1 c;ry; i �� I state: W ztp code: I t i � � �- � � t► I �� Name of Receiving Water: IS ITI RI E A11�M1 i lnli f' i— i`f i i i i i i i i i i i i i � j� I i I i I i i i I I i I i I i t i � �� Month Oay Yesr Month Day Y�ar Est(mated Construcdon Sffirt Date Est3mated Completlon Oate � Estimate of area to be disturbed {to nearest acre): I S.t 1 I 1 I I � i.J Estlmate of Likelihoad of Dlscharge (choose only one): � L� Unlikely 3. � Once per week 5. � Contlnual 2. � Once per month 4. � Once per day � � sJ � III. CertJtication Based on instnictlon provided in Addendum A of the permk, are there arry Iisted endangered or threatened species, or designated criUcal habitat in the project erea? Yes ❑ No � I have satlsfied permit eligibiiity with regard to protection of endargered species througn the indicated section ot Part IB.3.e.(2y ot the permit (chedc one or more baoces): �a) (�J (b) ❑ �c) ❑ �d) ❑ • I certify under penaity of law that this documeM and all attachments were prepared under my direction or supervision in accordance wlth a system designed to assure that qualified personnel propedy gather and evaluate the iniortnatton submitted. Based on my inqulry of the person or persons who manage this sysiem, or those persons direc�tty responsible for gathering the tntormatlon, the informatlon submitted is, to ttie best of my knowledge and belfef, We, eccurate, and complete. I am aware that there are signiflcant penaitles tor submitUng false iniortnatlon, including the possibllity of fine and imprlsonment for knowing vlolaUons. ' . Print t�ame: I i i i i i i i i i i i i i i i i i i i i i i i i i i i i i I oate: I i I i I i� S(gnaWre: EPA Fortn 3510-9 replaced 3510-6 (8-98) � Federal Register / Vol. 63, No. 128 / Monday, July 6, 1998 / Notices 36517 Instn�ctions — EPA Fortn 3510-9 Form Approved. OMB No. 2040-0188 �� EPA Noticq of Intent (NOI) for Siorm Watar Discharges Associated wlth Construction Activity to be Covered Under a NPDES Permit Who Must File a Notica of lntent Form Under the provisions ot the Clean'NaterAct, as amended, (33 U.S.C.1251 et.seq.; the Act), except as provided by Part 1.6.3 the permit, Federal law prohibits discharges oi pollutants in stortn water from constructian activitles without a National Poilutant Discharge Eliminatbn System PertNL OperaOor(s) of constructlon sites where 5 or more acres are disturbed, smaller sltes that are part of a larger common plan of development or sale where there is a cumulative disturbance of at least 5 acres, or any site destgnated by the Director, must submit an NOI to obtain coverage under an NPDES Storm Water Construction General Permit If you have questions about whether you need a pertnit under the NPDES Stortn Water program, or if you need infortnation as to whether a particular program is administered by EPA or a State agency, write to or telephone the Notice of Intent Processing Center at (703) 931-3230. Where to File N01 Form NOIs must be sent to the following address: Storm Water Notice of intent (4203) USEPA 401 M. Street, SW Washington, D.C. 20460 Do not send Stortn Water PolluUon PrevenUon Plans (SWPPPs) to the above address. For ovemighUexpress depvery of NOIs, please include the room number 2104 Northeast Mall and phone number (202) 260-9541 in the address. when tc F�e This form must be fiied at least 48 hours before canstrucUon begins. Compteting the Form OBTAIN AND READ A COPY OF'iHE APPf;OPRIATE EPA STORM WATER CONSTRUCTION GENERAL PERMIT FOR YOUR AREA. To complete th(s form, type or print, using uppercase letters, in the appropriate areas oniy. Please p�ace each character between the marks (abbreviate if necessary to stay within the number of characters aliowed for each item). Use one space for breaks between words, but not for punctuation marks unless they are needed to clarity your response. It you have any questions on this fortn, call the NoBce ot Intent Processing Center at (703) 931-3230. Convert decimal latitude 45.1234567 to degrees, minutes, and seconds. 1) The numbers to ihe left of the deamal point are degrees. 2) To obtain minutas, multiply the flrst four numbers to the right of the decimal point by 0.006. 1234 x.006 = 7.404. 3), The numbers to the Ieft of the decimal point in the resuit obtained in step 2 are the minutes: i. 4) To obtain seconds, multipty the remaining three numbers to the right af the decimal from the resutt in step 2 by 0.06: 404 x 0.06 = 2424. Since the numbers to the right of the decimal point are not used, the resuft is 24'. Sl The conversion fw 45.1234 = 45° 7' 24'. Indicate whether the project is on Indian Country Lands. Indicate if the Storm Water Pollution Prevention Plen (SWPPP) has been developed. Refer to Part IV of the general pertnit for fnfortnatlon on SWPPPs. To be eligible for coverage, a SWPPP must have been prepared. Optional: Provide the address and phone number where the SWPPP can be viewed if different from addresses previously given. Check appropdate box. Enter the name of the ctosest water body which receives the projecCs constructlon stortn water discharge. Enter the esUmated construction start and compietlon dates using four digits for the year (i.e. OS/27/1998). - Enter the estimated area to be disturbed including but not limited to: grubbing, axcavation, grading, and utilitles and infrastructure inslaliation. Indicate to the nearest acre; it less than 1 acre, enter "1 " Note: 1 acre = 43,560 sq. R. Indlcate your best estimate of the likelihood of storm water dlscharges irom the project. EPA recognizes that actuai discharges may differ from this estimate due to unforesaen or chance circumstances. Indicate if there are any Ifsted endangered or threatened species, or designated criticai habitat in the project area. Indicate which Part of the pertnit that the applicant is eligible with regard to protecUon of endangered or threatened specfes, or designated criUcal habitat Seetion III. C�rtification Sectlon I. Facility OwnedOperator (Applicant) Intormation Provide the legal name, maiiing address, and telephone number of the person, firm, p�blic organization, or any other entiiy t�at meet either of the following two criteria: (1) they have operational control over construction plans and speclficaUons, inctuding the ability to make modiflcatlons to those plans and speciBcatlons; or (2) they have the dey-to-day operational control of tlwse activitles at ihe project necessary to ensure compfiance with SWPPP requirements or other pertnit conditlons. Each person that meets either ot these criteria must file ih(s torm. Do not use a colloquial name. Correspon- dence for the permk wil� be sent to this address. Enter the appropriate letter to indicate the legal status of the ownedoperator of the project: F= Federal; S= State; M= Public (other than federal or state); P = Private. Sectlon tt. Project/Site Information Enter the of(taal or legal name and complete sVeet address, including city, county, state, zip code, end phone number of the project or site. If it lacks a street address, indicate with a general statement the iocatlon of the site (e.g., Intersection of Siate Highways 61 and 34). Complete site InformaUon must be provided for permit coverage to be granted. The applicant must also provide the latltude and longitude of the tacility in degrees, minutes, and seconds to ihe nearest 15 seconds. The latitude and longitude of your faciiity can be located on USGS quadrangle maps. Quadrangle maps can be obtained by calling 1-800 USA MAPS. LongiNde and latitude may also be obtalned at the Census Bureau Intemet site: httpJlwww.census.govlcgi-bf Ngazetteer. Latitude and longitude for a facility in decimal form must be converted to degrees, minutes and seconds for proper entry on ihe NOI tortn. To convert decimal latitude or longitude to degrees, minutes, and seconds, follow the steps in the following example. Federal Statutes provide for severe penalitiles Tor submitting false ir�fortnatan on this applicaUon form. Federal regulaUans require this application to be signed as follows: • For a corporaUon: by a responsible corporate officer, which means: (i) president, secretary, treasurer, or vice president ot the corporation In chatge of a principal business function, or any other person who perfortns similar policy or decision making functions, or (ii) the manager of one or more manufachiring, producUon, oroperating faciliUes employing more than 250 persons or having gross annual sales or expenditures excsedtng $25 million (ln second-quarter 1980 doliars), if authoriiy to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; For a partnership or sole propdeWrship: by a general partner ot Uie propdetor, or For a municipality, state, federal, or other public facility: by either a principal executive or ranking �lected official. An.unsigned or undated NOI fortn will not be granted perm(t coverage. . Paperwork Reductlon Act Notice Publfc reporting burden far this applicatfon is estimated to average 3.7 hours. This estimete includes time for reviewing fnstrucUons, searching existing data sources, gathering and maintaining the data naeded, and compledng and revtewing the coUection ot fnfartnadon. An agency may not conduct or sponsor, and a person is not required to respond to, a collecNon of information uniess R displays a currenUy valid OMB control number. Send comments regarding the burden esUmate, any other aspect of the coliectlon of infortnaUon, or suggestions for improving this fortn, including any suggestlons which may increase or reduce this burden to: Director, OPPE Regulatory Infortnation D(vision (213�, U.S. Ernironmental ProtecGon Agency, 401 M Street, SW, Washington, D.C. 20460. Inciude the OMB control number on any correspondence. Do not sand the compieted fortn to this address. a � a a a � . � a �a � � . � - a � . � O a � .o City of Fort Worth, Texas �1►�Ayar And Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 8/10/99 **C-17578 30SCHWARTZ 1 of 2 SUBJECT CONTRACT WITH WALT WILLIAMS CONSTRUCTION, INC. FOR PAVING AND DRAINAGE IMPROVEMENTS TO SCHWARTZ AVENUE FROM NE 28TH STREET TO 33RD STREET RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Walt Williams Construction, Inc. in the amount of $865,505.30 (Alternate 2) for paving and drainage improvements tof Schwartz Avenue from NE 28th Street to 33rd Street. DISCUSSION: The 1990 Capital Improvement Program (CIP) included funds for the improvement of Schwartz Avenue from NE 28th Street to 33rd Street, including drainage improvements which will also include constructing a new box culvert over the Schwartz Avenue channel. The street has not previously been constructed to City standards. Because 1990 CIP funds are depleted, this project will use funds from the CIP contingency funds reserved in the surplus bond fund. On October 27, 1992 (M&C BH-0109), the City Council held a benefit hearing and levied assessments for Schwartz Avenue. The street improvements will include the construction of standard concrete pavement, driveway approaches, sidewalks and leadwalks where shown on the plans. The project was advertised for bid June 3 and 10, 1999. The following bids were received July 1, 1999: BIDDER Walt Williams Construction. Inc. Jackson Construction, Inc. J.L. Bertram Construction & Eng Sutton & Associates, Inc. Richard Carr Construction, Inc. BID AMOUNT Alternate 1 Alternate 2 (Pre-Cast-Box) (Cast-ln-Place) $ 974,975.20 $865.505.30 1,009,358.20 943,358.20 1,003,665.36 943,665.36 964,337.60 951,017.60 1,018,820.20 961,100.20 CONTRACT TIME 100 Working Days The contingency for possible change orders is $25,965.00. Walt Williams Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 4% M/WBE participation and documenting good faith effort. Walt Williams Construction, Inc. identified several subcontracting and supplier opportunities on the above listed project. The M/VNBE's contacted in the areas identified did not respond or submit the lowest bids. The City's goal on this project is 27%. This project is located in COUNCIL DISTRICT 2, Mapsco 62D. City of Fort �Vo�h, Texas A ar And u aunc�l ammun�cAt�an �� y C � DATE REFERENCE NUMBER LOG NAME ' PAGE 8/10/99 **C-17578 30S'CHWARTZ I5 2 of 2 SUBJECT CONTRACT WITH WALT WILLIAMS CONSTRUCTION, INC. FOR PAVING AND DRAINAGE IMPROVEMENTS TO SCHWARTZ AVENUE FROM NE 28TH STREET TO 33RD STREET FISCAL INFORMATION/CERTIFICATION: The Finance D'irector certifies that funds a�e available in the current capital budget, as appropriated, of the Street Improvements Funds. MG:j r Submitted for City Manxger's Office by: � 6157 CITY SECRETARY Mike Groomer 6140 Originating Department Iiead: A. Douglas Rademaker Additional Information Contact: � FUND � ACCOUNT � CENTER I AMOUNT I i (to) i � I I � � � � (from) • I GS11 541200 020110402910 $327,424.24 � GS29 541200 020290402910 $538,081.06 � � APPROVED CiTY CO-UNCi� aUG 10 �ggg �� City Secretary of the Citq es! Fort Wartli, Texas A. Douglas Rademaker 6157 �'