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HomeMy WebLinkAbout025139 - Construction-Related - Contract - J.L. Bertram Construction & Engineering, Inc.CITY SECRETARY CONTRACT NO. SPECIFICATION AND CONTRACT DOCUMENTS FOR H.M.A.C. SURFACE OVERLAY AT VARIOUS LOCATIONS /4 na CorrFOR: NTRACYO CONTRACTOR'S BONDING CO. CRY SECRELIRY CRY MANAGER'S OFFICE (99-6) ENGINEERING DIY. T/PW - FILE COPY IN THE CITY OF FORT WORTH, TEXAS PROJECT NO. GS93-020930522050 KENNETH L. BARR MAYOR BOB TERRELL CITY MANAGER HUGO A. MALANGA, P.E., DIRECTOR DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E., DIRECTOR DEPARTMENT OF ENGINEERING PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ENGINEERING COORDINATION �.. EXHIBIT "A" JU1% j JJ IAU J-JJ :.1+1U. 1111 "1LAIIt 1':.A 1t1. U U:1 UUJL i. L fl CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM No.1 a TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS FOR H.MA.C. SURFACE OVERLAY (99-b) PROJECT No. GS•93-020930522050 The contract and documents for the subject project are hereby revised or amended as the following. [I The primary purpose of this addendum is to replace the section called Contract with the attached revised section. 1. SECTION: CITY OF FORT WORTH, TEXAS CONTACT Paragraph No. 6 of the contract has been revised, see attached revised contract. 0 RECEIPT ACKNOWLEDGE: By: George A._Behmanesh.P.E. Assistant Director, T/PW By -07 aj . Ftroa, P.B. Infrastructure Engineer u' It J JJ +u' JJV .'.L'1 ++ re :.L1+1 I It 1 Ail +%V. UI ! U I I U'UUU +. J 0 CITY OF FORT WORTH, TEXAS UCONTRACT 0 THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: IICOUNTY OF TARRANT - This agreement made and entered into this the day of , 19_ 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 11th 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, and HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. U. 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 fl herewith, the said Contractor hereby agrees with the said Owner to commence and complete the Li construction of certain improvements described as follows: I I C F' 0 0 I 0 Designated as project number, 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 Department 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. C-1 I, IAA itv. Uj; U UUUL £. 2 u 0 I I I I Ii 0 0 I I 0 0 0 [I 0 0 I 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. 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 working 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 become due him, the sum of $ per calendar day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. 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 the 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. Contractor covenants and agrees to Indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. in addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such inJuty. damage or death is caused. In whole or in narf, by the negligence or alleged negIIgnCe of Owner, officers. servants, or employee& 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 C•2 u U Vat J JJ SUV J•J; flux tart Z'VO1 t lx lfn ixV. V1 V:1 VVJL S a fl Contract, whether or not any such injury or damage Is caused In whole or in pert �..�by the neallaence or allegod negligence of Owner. Its officers. servants or employees.. fl In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or fl (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. a 7. 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 a 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 100 percent (100%) of the total contract price, and the said surety IJ shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. U, 8. a Said City agrees and binds Itself to pay, and the said 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 hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of ainvoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates shall be I U 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be asublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. U I v+i J UJ +++v J' JU +"'+ ++ 1f i+ill'11 It 1 1Ji itv, U 1 U I 1 UUU . I U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10. 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 copies verbatim herein. 11. The Contractor shall procure and shall maintain during the life of this contract insurance as specified in paragraph 8 of Special Instruction to Bidders of this contract documents. 12. 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. N WITNESSETH WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six (6) 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 Six counterparts with its corporate seal attached. - C-4 u VAS .J V N ..,V .J • ' j uL, , a IV A1Ll, 1a , An isv. U l : V : l V V aJL , Done in Fort Worth, Texas, this the day of , 19 RECOMMENDED: DIRECTOR, DEPARTMENT OF ENGINEERING BY: (Contractor) (Representative) (TITLE) (Address) (City/State/Zip) November 1960 Revised May 1986 Revised September 1992 Revised January 1993 Revised April 1999 Revised June 1999 C-5 CITY OF FORT WORTH ASSISTANT CITY MANAGER APPROVED: DIRECTOR, TRANSPORTATION AND PUBLIC WORKS ATTEST: CITY SECRETARY (SEAL) APPROVED AS TO FORM & LEGALITY: ASSISTANT CITY ATTORNEY SPECIFICATIONS AND CONTRACT DOCUMENTS FOR H.M.A.C. SURFACE OVERLAY (99-6) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TEXAS PROJECT NO. GS93-020930522050 1999 A. DOUGLAS RADEMAKER, P.E. DATE DIRECTOR, DEPARTMENT OF ENGINEERING GEORGE A. BEHMANESH, P.E. DATE ASSISTANT DIRECTOR T SP TION PUBLIC WORKS DEPARTMENT , lc1 7 DO KIM, P. . DATE CAPITAL PROJECT ENGINNER 1/,712 7 JOE WNUS, P.E. DATE ASSI2NT DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT off; r� 1il►SIB K. FARES , . . �. '•., ' ' 68315 ✓t, � //tc /4:1'i 0 0 0 0 0 II 0 0 0 0 a a 0 0 0 0 0 0 0 TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders 3. Prevailing Wage Rates 4. Proposal 5. Vendor Compliance 6. Disadvantaged Business Enterprise 7. Special Provisions 8. Contractor Compliance with Worker's Compensation Law 9. Certificate of Insurance 10. Performance Bond 11. Payment Bond 12. Contract 13. Project Designation Sign 14. Details 15. Speed Hump Locations 0 I I 0 I 0 NOTICE TO BIDDERS Sealed proposals for the following project: H.M.A.C. SURFACE OVERLAY (99-6) AT VARIOUS LOCATIONS Project No. GS93-020930522050 fl Addressed to Mr. Bob Terrell, City Manger of the City of Fort Worth, Texas will be received at The Purchasing Office until 1:30 P.M., June 17, 1999 and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Documents for this LIproject may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. D 0 0 I 0 0 0 A pre -bid conference will be held at 10:00 A.M., June 1, 1999 in the Transportation and Public Works Conference Room 270, 2nd floor, Municipal Building. One set of documents will be provided to prospective bidders for a deposit of twenty dollars ($20.00): 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 twenty dollars ($20.00) per set. For additional information contact Mr. Najib N. Fares at (817) 871-7802. Bob Terrell Hugo Malanga, Director City Manger Transportation and Public Works PUBLICATION: 9 May 20, 1999 May 27, 1999 0 0 By: Najib N. Fares, P.E., Street and Storm Drainage, TPW 0 � U fl SPECIAL LI INSTRUCTION TO BIDDERS BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, 91. 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. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not a exceed the amount shown on the treasury list or one -tenth (1/10) the total capital and surplus. 2. PAYMENT BOND AND PERFORMANCE BOND: The successful bidder entering into a contract 0 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 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. 0 In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties (Circular 870), or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or a 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. O 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 Ocontractor 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 0 the work. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount O 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. O 3. LIQUIDATED 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 projects. O 4. AMBIGUITY: In case of ambiguity or lack of clearness instating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. OS. EMPLOYMENT: All bidders will be required to.comply With City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a-29) prohibiting discrimination in employment practices. O 0 0 D 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 Worth, Texas and set forth in Contract Documents for this project. 0 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 Licensing 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 0 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 a to request any other insurance coverages as may be required by each individual project. 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 by the same amount that a Texas resident fl bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 0 "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. 0 "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 O 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 fl meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. O 10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the Ci of Fort Worth has goals for the participation of minority business enterprises and women busin ss enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the Ci Secretary. In addition, the bidder Q shall submit the MBE/WBE UTILIZATION FORM, PRIME C NTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation') as appropriate. The Documentation D must be received no later than 5:00 p.m., five (5) City business bidder shall obtain a receipt from the appropriate employee oft ays after the bid opening date. The a managing department to whom delivery was made. Such receipt shall be evidence that the Doc mentation was received by the City. Failure to comply shall render the bid non -responsive. 0 a Upon request, Contractor agrees to provide to owner complete and accurate information regarding actual work performed by 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 misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiation action under appropriate federal, state or local laws or ordinances relating to false statement; further, any such 0 misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in I r 1 0 0 0 0 0 0 0 a a 0 a 0 0 the Contractor being determined to be irresponsible and barred from participation in City work for a period of time of not less than three (3) years. 11. 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 irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD 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. 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 contract 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 so not acknowledge all applicable addenda may be rejected as non- responsive. 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a. Definitions: Certain 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-8 1, TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's compensation insurance coverage for the person's or entity's employees providing 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. Persons providing services on the project ("subcontractor" in §406.096) -includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or toner 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. 0 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. Dc. The Contractor must a certificate of coverage to the entity to provide governmental prior being awarded the contract. 0 0 0 0 0 0 in 0 0 A 0 0 0 0 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. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, Section 401.011 (44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior.to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. 0 (6) notify the governmental entity in wiring 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 aproject; and (7) contractually require each person with whom it contracts, to perform as required by O 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, a the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of Qbreach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by worker" 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". 15. NON DISCRIMINATION: The contractor shall not discriminate against any person or persons because of sex, race, religion, color, or national 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 policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it noc any 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 person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. 0 0 0 Contractor further covenants that neither it nor its officers, members, agents, or employees, or person acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this Contract, a maximum age limit for such employment unless the specified maximum age limit is based nupon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City O harmless 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. 17. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans D 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 O Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal state and local laws concerning disability and will defend indemnify and hold City harmless against any claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above -referenced laws concerning disability discrimination in the D performance of this Contract. QRevised March 15, 1996 El 0 0 0 II 0 0 0 0 0 0 I 0 0 CITY OF FORT WORTH HIGHWAY CONTRUCTION PREVAILING WAGE RATE FOR 1999 CLASSIFACTION HOURLY RATE 0 AIR TOOL OPERATOR $9.00 ASPHALT RAKER 9.55 ASPHALT SHOVELER 8.80 fl BATCHING PLANT WEIGHER 11.51 CARPENTER 10.30 CONCRETE FINISHER -PAVING 10.50 fl CONCRETE FINISHER -STRUCTURES 9.83 0 CONCRETE RUBBER 5.84 ELECTRICIAN 15.37 FLAGGER 7.55 FORM BUILDER -STRUCTURES 9.83 • FORM LINER -PAVING & CURB 9.00 n FORM SETTER -PAVING & CURB 9.24 jU FORM SETTER -STRUCTURES 9.09 LABORER -COMMON 7.32 LABORER -UTILITY MECHANIC 8.94 12.68 OILER 10.17 SERVICER 9.41 PAINTER -STRUCTURES 11.00 PIPE LAYER 8.98 BLASTER 11.50 ("j ASPHALT DISTRIBUTOR OPERATOR 10.29 U ASHPALT PAVING MACHINE 10.30 BROOM OR SWEEPER OPERATOR 8.72 BULLDOZER 10.74 CONCRETE CURING MACHINE 9.25 CONCRETE FINISHING MACHINE 11.13 CONCRETE PAVING JOINT MACHINE 10.42 CONCRETE PAVING JOINT SEALER 9.00 CONCRETE PAVING SAW 10.39 CONCRETE PAVING SPREADER 10.50 SLIPFORM MACHINE OPERATOR 9.92 CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL 11.04 FOUNDATION DRILL OPERATOR CRAWLER MOUNTED 10.00 fl FOUNDATION DRILL OPERATOR TRUCK MOUNTED 11.83 U FRONG END LOADER 9.96 MILLING MACHINE OPERATOR 8.62 fl MIXER 10.30 MOTOR GRADER OPERATOR FINE GRADE 11.97 MOTOR GRADE OPERATOR 10.96 C J 0 0 U CITY OF FORT WORTH HIGHWAY CONTRUCTION pPREVAILING WAGE RATE FOR 1999 CLASSIFACTION HOURLY RATE PAVEMENT MARKING MACHINE 7.32 D ROLLER, STEEL WHEEL PLANT -MIX PAVEMENTS 9.06 ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING 8.59 D ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER SCRAPER 8.48 9.63 TRACTOR -CRAWLER TYPE 10.58 TRACTOR -PNEUMATIC 9.15 TRAVELING MIXER 8.83 WAGON -DRILL, BORING MACHINE 12.00 REINFORCING STEEL SETTER PAVING 13.21 REINFORCING STEEL SETTER STRUCTURES 0 13.31 Q STEEL WORKER -STRUCTURAL 14.80 SPREADER BOX OPERATOR 10.00 WORK ZONE BARRICADE 7.32 D TRUCK DRIVER -SINGLE AXLE LIGHT 8.965 TRUCK DRIVER -SINGLE AXLE HEAVY 9.02 TRUCK DRIVER -TANDEM AXLE SEMI TRAILER . 8.77 TRUCK DRIVER-LOWBOY/FLOAT 10.44 TRUCK DRIVER -TRANSIT MIX 9.47 TRUCK DRIVER -WINCH VIBRATOR OPERATOR -HAND TYPE 9.00 7.32 WELDER 11.57 0 .v tj PROPOSAL I' TO: MR. BOB TERRELL Fort Worth, Texas City Manager Fort Worth, Texas fl FOR: H.M.A.C. SURFACE OVERLAY (99-6) AT VARIOUS LOCATIONS PROJECT NO. GS93-020930522050 Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and 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 Director of the Department of Engineering of the City of Fort Worth. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding on and awarding the contract. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the 0City of Fort Worth for performing and completing the said work within the time stated and for the following sums, to -wit: a SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE - AMOUNT BID S.P. 1 2 Ea. _Project Designation Sign.@ B Two-Hundred Dollars & No Cents Per Ea. $ 200.00 $ 400.00 S.P. 2 • Lump Sum Utility Adjustment @ Six -Thousand Dollars & �'j No Cents Per L.S. $ 6,000.00 $ 6,000.00 U. 406 3 90 Ea. Manhole Adjustment @ LJ 450 Two -Hundred and Fifty Dollars & S.P. No Cents Per Ea. $ 250.00 $ 22,500.00 406 4 48 Ea. Water Valve Boxes Adjustment @ • 450 Two -Hundred Dollars & S.P. No Cents Per Ea. $ 200.00 $ 9,600.00 S.P. 5 3 Ea. Water Meter Boxes Adjustment @ Thirty -Five Dollars & 0i No Cents Per Ea. $ 35.00 $ 105.00 N. 0, . P-1 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BIDUNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 104 6 1,550 L.F. Removal and Replacement of 502 Concrete Curb and Gutter @ S.P. ____r_P.�.1 Dollars & l7 �� Z7� ZS tiz Cents Per L.F. $ $ • 104 7 365 S.Y. Removal and Replacement of 6" 504 Concrete Driveway @ S.P. 1 Wo Dollars & iii �^I' po$ po Cents Per S . Y. $ • O. —' 104 8 100 S.Y. Removal and Replacement of 4" 504 Concrete Sidewalks @ S.P. __ _Wo Dollars & /( ` 2. l_ Cents Per S.Y. $ $ 3O0 9 671 C.Y. Removal and Replacement of 304 H.M.A.C. Pavement and 312 Base (Base Repair) @ S.P. SNV@Ni�- �iti6 Dollars & j(o Cents Per C.Y. $ 7S c, $ _ 503ZS. o0 208 10 100 C.Y. Graded Crushed Stones @ S.P. Dollars & _ Cents Per C.Y. go $ �S• $ 00 46600• S.P. 11 63,100 L.F. Wedge Milling 2" -to 0" Depth 5.0' Wide @ n�([ Dollars & 3 z `• o� ZgZ. 1 Cents Per L.F. t $ $ S.P. 12 46 Ea 300 13 176 Ton 312 312 14 104,000 S.Y. 313 S.P. 104 15 65 S.Y. 314 S.P. a1 314 16 35 S.Y S.P. U� o' Butt Joint -Milled r @ 1ori IL MOb SIY.iN4 1G Dollars & j_ Cents Per Ea. $ —______Cents $ 1Z.190. to H M.A.C. Level -Up @ _______________Dollars & EO ��� o0 FFT'y Cents Per Ton $ c�. 9 • $ 2" H.M.A.C. Surface Course (Type "D" Mix) @ Dollars & Cents Per S.Y. $ J $ -353�o0O' 00 Removal & Replacement of 7" Concrete Valley Gutter @ ONE N0R________________Dollars & o,o 1Jo Cents Per S.Y. $ too. $ 00 �pJ�00. New .. 7" Concrete Valley Gutter @ Kit JN- E Dollars & co pp �(o Cents Per S.Y. $ ��• r $ 3� P-2 0 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BIDUNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 104 17 20 S.Y. Standard 4" Reinforced Concrete 505 Wheelchair Rams @ S.P. LuMD1th X Dollars &o0 130 ZOO. 1_•o Cents er S.Y.1 $ • $ ti 402 18 800 L.F. 6" PVC Perforated Pipe SLibdrain @ 500 N1uJ� Dollars & a - _o 1l9S_ 620 Cents Per L.F. $ • S.P. a502 19 200 L.F. New Concrete Curb and Gutter @` Dollars'& Cents Per L.F. $ // 0a I(. • $ 3Z00.!.° fl504 20 20 S.Y. New 4" Concrete Sidewalk @ Dollars & o [J d Cents Per S.Y.! $ 7. 00 $ -7� • 00 214 21 1,000 S.Y. 8" Pavement Pulverization @ fi S.P. Wp Doll Cents Per rs & Go Gl4FF►,(-ONC S.Y $ $ • 214 22 16 Ton Cement @ Z4NID(L.c W15J D G16j,� Dollars fro Cents Per Ton & $ tt L®(�, o $ I7Z4pp . ,o S.P. 23 5 Ea. - Remobilization @ dNo Five Hundred Dollars & Cents Per Ea. $ 500.00 $ 2,500.00 B106 24 100 C.Y. Unclassified Street Excavation S.P. UFUi-EEJ Dollars No Cents Per C.Y. & $ �7 p0 ) ! • $ OO 1 ?0�• S.P. 25 5000 S.Y. 2" Surface Milling @ T u)o Dollars & iI pp (o:SO' (- VEI'4 Cents Per S.Y. $ c . $ ti S.P. 26 130 Ea. . >3.M.A Speed Hump (30' wide street) C fl .>L V}R.•E� N C N 2T Dollars & OO 4 -ZOO. 0O l�,o Cents Pr Ea. $ S.P. 27 30 Ea. �H.M.A C Speed Hump (40' wide street) U itzEtrrV Dollars & hh pp p0 Cents er Ea. $ V • $ � 1400. y TOTAL BID $ �j6i� SZ Uj P-3 d I 0 I 0 0 ail i 1 UI a UI Di This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. Taxes. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales taxes under House Bill 11, enacted August 15, 1991. The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in, employment practices. The undersigned agrees to complete all work covered by these contract documents within One Hundred & Ten (110) Working Days from and after the date for commencing work as set forth in the written Work order to be issued by the Owner, and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility Construction" as established by the City of Fort Worth, Texas. The Contractor shall start work within 15 calendar days of executing the contract. Within ten (10) days of receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deliver an approved Surety Bond for the faithful performance of this contract. The attached deposit check in the sum of Dollars ($ ) is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and bond are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. I (we), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials) Respectfully submitted, Addendum No. 2 (Initials) _i 1 Qenrnxws Addendum No. 3 (Initials) CONSTRUCTION & ENGINEERING, (Seal) � l� Date: T/ 1 Address: 10071ARRISON AV1 ARLINGTON, TEXAS 76011 Telephone: (fl/ 7)Z (o / . P-4 0 DVENDOR COMPLIANCE TO STATE LAW DThe 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 D 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. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident fl bidders by state law. A copy of the statute is attached. U., t 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. L Bidder: J. L. BERTRAM _" 'T -- CONSTRUCTION & ENGINEERING, INC. Company 1007 HARRISON AVE. Address ARLINGTON, TEXAS 76011 By (Please Print) i ature City/State/Zip Title (Please Print) N. THIS FORM MUST BE RETURNED WITH YOUR QUOTATION 0 City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar:value'of the contract is $25,000 or more, the MIWBE goal is applicable. If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. M/WBE PROJECT GOALS The City's MBE/WBE goal on this project is L. O % of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF 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 Utilization Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 2. Prime Contractor Waiver Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 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. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. Any questions, please contact the M/WBE Office at (817) 871-6104. Rev. 6/2/98 ATTACHMENT 1A City of Fort Worth Page 1 of 2 Minority and Women Business Enterprise Sp i l�c��ions MBE/WBE UTILIZATION ENCINEEIRING/c Fw ��-c� �n�►.�r .Eyc(,�c. g ll 04 P(R'IM,E`C1O1��MPANY NAME C l�F�e S�GLP' ede ©o�rJLAy 9'{ k to BID DATE PROJECT NAME —G YA -oac 1yiC) aaQ5<) " PROJECT NUMBER CITY S MAYBE PROJECT GOAL: B4/WBE PERCENTAGE ACHIEVED: Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work fisted in this schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to specifications. Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be Address, and Telephone No. Scope of Work (•) Supplied(*) Dollar Amount H. o° z rn i= LcWLL. Cs-- I I .i I S7::3 1'7 —$4 M/WBEs must be located in the 9 ( ine) county marketplace or currently doing business in the marketplace at the time -of bid. Specify all areas in which MWBE's are to be utilized and/or items to be supplied: A complete listing of items to be supplied is required in order to receive credit toward the M/WBE goal. (") Identity each Tier level. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment from the prime contractor to a subcontractor is considered 1" tier, a payment by a subcontractor to its supplier is considered 2"° tier. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE r Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department City of Fort Worth Minority and Women Business Enterprise Specifications MBEIWBE UTILIZATION Company Name, Contact Name, Address, and Telephone No. Certified Specify All Contracting Scope of Work (`) Specify All Items to be Supplied(*) _ a " N►= C-) 00 0 • ~x ATTACHMENT 1A Page 2 of 2 Dollar Amount The bidder further agrees to provide, directly to the City upon request,. complete and accurate information d ing actual work performed by all subcontractors, including MBE(s) and/or WBE(s), arrangements submitted with this bd. 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 under Federal, flState 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 •fora period of time not less than one (1) year. ALL MBEs d WBEs E CERTIFIED BY THE CITY BEFORE CONTRACT AWARD (I2---- MMES G v M4 7 Auth zed Signature Printed Signature fl_iRCS«JF1•�T' Title oCompany Name k'x7 fk c- tcyt�uE Address City/State/Zip ,Code Contact Name and Title (if different) Telephone Number (s) 8th-`aW--'sO44 Fax Number Ju,,i a. �gg� Date 0 THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 61V98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department ATTACHMENT 1C Page 1 of 3 City of Fort Worth Minority and Women Business Enterprise J. L. BERTRAM CONSTRUCTION & ENGINEERING INaOOD FAITH EFFORT 1007 HARRISON AVE. ARLINGTON, TX 76011 Prime Company Name V� " y7 I S Bid Date tAMkc Project Name ` GS�t3-oadg3n�aancn Project Number If you. have• failed, to secure M/Wl3E participation and you have •• subcontracting and/or supplier opportunities or if .your MNVBE participation is less than the City's project goal; .you;rnust:complete ,this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, I thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. 1.) Please list each and every subcontracting and/or supplier opportunity {PQNOT LIST NAMES OF FIRMS) which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non- M/WBE. (Use additional sheets, if necessary) List of: Subcontracting Opportunities 0 K List of: Supplier Opportunities F'3fZL, -- L 11 ATTACHMENT 1C Page 2 of 3 2.) Did you obtain a current list of MIWBE firms from the City's MIWBE Office? The list is considered in compliance, if it is not more than 3 months old from the date of bid opening. - Yes Date of Listing _// 5 No 3.) Did you solicit bids from MIWBE 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 MIWBE mail listing to include name of firm and address and a dated No copy of letter mailed. 4.) Did you solicit bids from MIWBE 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? 4 i LtSt-N LTr'LR U _.k...Yes If yes, attach list to include name of MIWBE firm, person contacted, No phone number and date and time of contact. NOTE: A facsimile'-fnay be used to comply wit/ ,either 3 or 4, but may -not- be:used for both. If a facsimile is used, attach the fax confirmation, which; is to provide MIWBE:. name, date,. time, fax number and documentation faxed. NOTE: If a S -IC list of-MIWBE is ten or less, the bidder.must contact the -entire list to be in compliance with LJ questions 3 and 4. ,If a sic list of :NWWBEis. more than ten, the bidd$r.°must contact at least two-thirds of the list but_notaess :ttian`aen to•.be1in•complian.ce;with questions 3 and4. 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? VYes No 6.) If M/WBE 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.) - - - Company Name R .• Telephone aL-iej •- . ...... ou.. 1-ar stivea5, Contact Person Lac ii necessary, and attach.) Scope of Work G Reason for Rejection r �. ,L5 Yb L a-3765 4_ ,� ��JCcp C k z c. aEu. C�a4aC; 2 ___ ,- w L� L ADDITIONAL INFORMATION• ATTACHMENT 1C Page 3 of 3 8 a Please provide additional information you feel will further explain.your good and honest efforts to obtain MIWBE participation on this project. K The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional 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 IC will be contacted and the reasons for not using them will be verified by the City's MIWBE Office. M-cyMPi� Y Aut ` razed Signature Printed Signature _ Title J.L. Cor�s� . Company Name fl 1Oc 1 ARS®,J Address fl CityISt�te/Zip d Contact Name and Title (if different) Telephone Number(s) _ Fax Number Date MBE/WBE DOCUMENTATION RECEIVED DEPARTMENT OF ENGINEERING I PROJECT NAMEID.O.E. NO. PROJECT MANAGER FORMS SUBMITTED BY: NAME: (Qr1 ` COMPANY: � L TITLE: SIGNATURE OF PERSON RECEIVING: k GlNEffRING/CFW '99 JUN 23 Q 4 ss k4 Q Q Q Q Q Q Q Q Q Q® Q Q Q Q Q Q Q Q 0 0 a 0 a 0 Li I 0 0 fl I a 0 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR: H.M.A.C. SURFACE OVERLAY (99-6) AT VARIOUS LOCATIONS PROJECT NO. GS93-020930522050 1. SCOPE OF WORK: The work covered by these details and specifications consists of the surface rehabilitation of existing pavement. Including the addition of a new surface layer of H.M.A.C. as described in the Special Provision of these specifications. The work shall include all other miscellaneous items of construction to be performed as outlined in the details and specifications which are necessary to satisfactorily complete the work. The contractor is encouraged to conduct site visits and survey all these possibilities. The contractor shall verify these locations with the Construction Engineer. For street locations see list at the back of this document. Additional locations may be added if needed. All short cul-de-sac streets and turnouts that intersect with a street listed above shall be included in this contract, even though they may not be listed due to their size. The contractor shall mill, clean, apply tack coat, overlay and adjust facilities. Included, in addition to the resurfacing process, will be the removal (only) of all traffic buttons, removal and replacement of concrete curb and gutter, base repair, and all other miscellaneous items of construction to be performed as outlined in these specifications which are necessary to satisfactorily complete the work. Total quantities given in the bid proposal may not reflect actual quantities, but represent the best accuracy based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. 2. Contract will be awarded to the lowest responsible and responsive bidder. 3. The Contractor agrees to complete the Contract within the allotted number of days. If the Contractor fails to complete the work within the number of days specified, liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification for Construction of the City of Fort Worth, Texas. 4. The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. SP -1 n Li a5. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the ro osal P P are approximate. It is the Contractor's sole responsibility to verify all Qthe minor pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished I] under any major pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the 0 quantity stated in the contract. When the quantity of the work to be done or materials to be furnished any major pay item of the contract is less than 75% of th e quantity Uunder stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of stated in the contract. This paragraph shall not apply in the the quantity event Owner deletes a pay item in its entirety from this contract. 0 0 0 ci 0 a a 0 0 a 11 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. 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 Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of the Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of the Department of Engineering access to all accounts, bills and vouchers relating thereto. SP -2 0 a 0 6. This contract and project aregoverned the two following by published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH CENTRAL TEXAS 0 A copy of these specifications may be purchased at the office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call -out for the pay item by the designer. If not shown, then applicable published specifications in any of these documents may be followed at the discretion of the Contractor. General fl Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 7. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non -responsive" and rejecting bids or O voiding contract as appropriate and as determined by the Director of the Transportation and Public Works Department. fl 8. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) years from date of final acceptance of this project by the City of Fort Worth 0 and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 9. TRAFFIC CONTROL: The Contractor shall be responsible for providing fltraffic control during the construction of this project consistent with LI the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Depart- ment, Signs and Markings Division (phone number 871-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace the O permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re -installed, the Contractor shall again P. 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 SP -3 I ii ci 0 0 0 D 0 I 0 0 H 0 I X11 0 0 completed. The Contractor shall limit his work within one continuous lane of traffic at a time to minimize interruption to the flow of traffic. 10. PAYMENT: The Contractor will receive bi-weekly payment (minus 5% retainage) 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. 11. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City 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. 12. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction, as required by Engineer, by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs", Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with the latest edition of the "Texas Manual on Uniform Traffic Control Devices, Vol. No. 1". 13. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the contractor shall advise the Director of the Department 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 the proposed sites have been determined by the Administra- tor 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 SP -4 0 a 0 of necessary engineering studies. No fill permit is required if disposal �N p sites are not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated O with obtaining the fill permit, including any necessary engineering studies, shall be at contractors expense. In the event that the contractor disposes of spoil/fill material at a site without a fill permit a or a letter from the administrator approving the disposal site, upon notification by the Director of the Department of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. D14. During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant 0 property for storage purposes. 15. Final cleanup work shall be done for this project as soon as the work has been completed. No more than seven days shall elapse after completion of flconstruction before the roadway and right-of-way is cleaned up to the Li satisfaction of the Engineer. 16. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 17. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor to furnish the Construction Engineer, prior to construction, a schedule outlining the anticipated time each phase of construction will begin and be completed, including sufficient time being allowed for cleanup. 18. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: o The following procedures will be followed regarding the subject item on this contract: (1) A warning sign not less than five inches by seven inches, painted O yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar 9 apparatus. The warning sign shall read as follows: "WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (2) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage -type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hood connections. (3) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric SP -5 0 ci ci El I 0 D ii 0 I 0 n 0 0 0 a Service Co.) which 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 TU Electric Service Company, and shall record action taken in each case. (4) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (5) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). 19. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine any directly pertinent books, documents, papers, and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits. CONSTRUCTION The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its employees and all contractors and their sub -contractors must comply with this program as a condition of the contract. All active sewer manholes, regardless of depth, are defined as "permit required confined spaces". Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT" used by the Fort Worth Water Department (Field Operations Division) for each entry and possess and use the equipment necessary to comply with this program. The cost of complying with this program will be considered subsidiary to the pay items involving work in confined spaces (e.g. vacuum testing, cleaning, televising, construction, etc.). SP -6 0 0 a NON -PAY ITEM NO. 1 - SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item No. 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. NON -PAY ITEM NO. 2 - REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE: All traffic buttons shall be removed from the existing asphalt surface before resurfacing begins. The contractor shall be responsible for the removal of all buttons. Upon completion of the job the City will install new buttons after proper notification. The contractor shall also be responsible for all materials, equipment and fl labor to place temporary adhesive lane marking tape, at locations as +l. J[ directed by the Construction Engineer, to direct traffic flow until permanent markers are installed. The contractor shall notify the Construction Engineer to arrange for the replacement of the buttons and adhesive lane markers (arrows, etc.). All costs to the contractor shall be figured as subsidiary to this contract. NON -PAY ITEM NO. 3 - LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: j3 The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: SP -7 r I !II 111 0 LI 0 a 0 0 0 $1 I D I I a 0 a Company Southwestern Bell Telephone Texas Utilities Lone Star City of Fort Worth, Street Light and Signal Telephone Number 338-6275 336-9411 Ext. 2121 336-8381 Ext. 6982 871-8100 Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for all materials, equipment and labor to perform a most, accurate job and all costs to the contractor shall be figured subsidiary to this contract. PAY ITEM NO. 1 - 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 on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project 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 plywood, grade A -C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer, and in place at the project site upon commencement of construc- tion. 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 shall be to the satisfaction of the Engineer. The unit price pre bid per each will be full compensation for all labor, SP -8 0 a 0 material, equipment, and incidentals necessary to complete the tools, P 1 work. PAY ITEM NO. 2 - UTILITY ADJUSTMENT: 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 fl utility adjustments 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 utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall 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 adjust- ments. f! 1.J PAY ITEM NO. 3 - MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing manhole to match proposed grade as shown on the plans, in the detail at the back of this document or as directed by the Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures" shall apply except as herein modified. The concrete shall be designed to achieve a minimum compressive strength O of 3000 pounds per square inch. Work shall be completed and street traffic within seven (7) calendar days. open to If the contractor fails to complete the work within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each manhole per day. 0 Prior to beginning of work, the Contractor shall make an inventory of the condition of existing manholes. The Engineer will field verify this inventory and provide the Contractor replacements for broken manhole covers. The contractor shall replace the manhole covers which are damaged 0 during construction at no cost to the City. C SP -9 0 I I a a 0 a Included as part of this pay item shall be the application of a cold -applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections, as per current City Water Department Special Conditions. The unit price pre bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO. 4 - WATER VALVE BOXES ADJUSTMENT: 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. Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Work shall be completed and street open to traffic within seven (7) calendar days. If the contractor fails to complete the work within seven (7) calendar O days, a $100 dollar liquidated damage will be assessed per each water valve box per day. O The unit price pre bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO. 5 - WATER METER BOX ADJUSTMENT: Ij This item only apply when the adjacent curb and gutter has been determined to be removed and replaced as directed by the Engineer. The adjustment shall include raising or lowering the existing water meter box to the proper grade. The unit price pre bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the Q work. PAY ITEM NO. 6 - REMOVAL AND REPLACEMENT OF CONCRETE CURB AND GUTTER: These provisions require the contractor to remove all failed existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like fl kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. S -S5 of the Standard SP -10 0 0 0 Specifications. Included, and figured subsidiary to this unit price, will � be the required excavation into the street to •aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul -off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and IJ leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction Oshall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. PAY ITEM NO. 7 - REMOVAL AND REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is O replaced to adjust grades to eliminate ponding water with same day haul - off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. O 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S -S5 of the Standard Specifications. IJ The unit price bid per square yard shall be full compensation • for all labor, material, equipment, supplies, and incidentals necessary to complete the work. PAY ITEM NO. 8 - REMOVAL AND REPLACEMENT OF 4" CONCRETE SIDEWALK: This item shall include the removal and replacement of existing concrete sidewalk due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul -off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", and Item No. 504 O "Concrete Sidewalk and Driveways". fl The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the removal and replacement work. PAY ITEM NO. 9 - REMOVAL AND REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the 0 SP -11 0 D contractor will begin work. The failed area shall hall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub -base. The total depth of excavation could range from a couple of inches to include the surface -base -some sub -base removal for which the Engineer will select the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dump site. flAfter satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, with "Type D" surface mix. This item will always be used even if no base improvements are required. The proposed H.M.A.C. repair shall match the existing pavement section or the fl depth of the failed material, whichever is greater. However, the patch thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C. pavement thickness will not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions cJ to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. Al]. applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot -Mix O Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. PAY ITEM NO. 10 - GRADED CRUSHED STONES: fl This item shall be used to repair the failed base material in areas exceed 8" deep as directed by the Engineer. The material shall be graded crushed stones. For specifications governing this item see Item No. 208 "Flexible Base". The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. 0 a a SP -12 0 0 a PAY ITEM NO. 11 - WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE: 1. Description This item shall consist of milling the existing pavement from the lip of gutter at a depth of 2" and transitioning to match the existing pavement (0" cut) at a minimum width of 5': The existing pavement to be milled will either be asphalt, concrete, or brick pavement. The removal and disposal of the milled materials shall be as directed by the Engineer. The milled surface shall provide a smooth surface free from gouges, ridges, oil film, and other imperfections of workmanship and shall have a uniform textured appearance. In all situations where the existing H.M.A.C. surface contacts the curb face the wedge milling shall include the removal of the existing asphalt covering the gutter up to and along the face of curb. The wedge milling operations for this project will be performed in a continuous manner along both sides of the street. Details of milling locations are at the back of this document. Contractor is required to D begin the overlay, within five (5) calendar days from the date of the wedge milling completion of any one street. Should the contractor fail to meet this condition, the wedge milling will be shut down, and liquidated damage of $500.00 per day per street will be assessed until O all wedge milled streets are overlayed. The overlay, once begun on a street shall continue uninterrupted until complete. The Contractor shall haul -off the removed, material to a suitable dump site. 2. Equipment The equipment for removing the pavement surface shall be a power operated milling machine or other equal or better mechanical means capable of removing, in either one pass or two passes, the necessary pavement thickness in a five-foot minimum width. The equipment shall be self-propelled with sufficient power, traction and stability to flmaintain accurate depth of cut and slope. The machine shall be equipped with an integral loading and reclaiming means to immediately remove material being cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. Adequate back-up equipment (mechanical street sweepers, loaders, water truck, etc.) and personnel will also be provided to keep flying dust to a minimum and to insure that all cuttings are removed from street surface daily. Stockpiling of planed material will not be permitted on the project site unless designated by the Engineer. The machine shall be equipped with means to control dust created by the cutting action and shall have a manual system providing for uniformly varying the depth of cut while the machine is in motion thereby making it possible to cut flush to all inlets, manholes, or other obstructions within the paved area. The speed of the machine shall be variable in order to O, leave the desired grid pattern specified under Surface Texture. SP -13 p 0 0 I 0 a I 0 0 a I a I 0 I I �II i J [I Ii 0 The unit price bid per linear feet shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO. 12 - BUTT JOINTS - MILLED: Description: This item requires the contractor to mill "butt joints" into the existing surface, in association with the wedge milling operation (PAY ITEM I4O. 9) to the depth and at locations as described below. The but joint will provide a full width transition section, whereby the new overlay shall maintain constant depth at the point the new overlay is terminated and the new surface elevation matches the existing pavement. The construction activities, performance standards and equipment needed for the butt joints milling operations shall be governed by the special provisions of Pay Item No. 9 - Wedge Milling. The configuration of the butt joints is described in more detail below. General details of butt joint locations - along with wedge milling in general - are shown in plan form at the back of this document. Construction Details: Prior to the milling of the butt joints, the contractor shall consult with the construction Engineer for proper location of these joints and verify that the selected limits of the projects street are correct. The general locations for but joints are at all beginning and ending points of streets listed in the project and as more graphically detailed at the back of this specification book. The joints are also required on both sides of al railroad tracks and concrete valley gutters, bridge decks and culverts and all other items which transverse the street and end the continuity of the asphalt surface. Each butt joint shall be 20 feet long and milled out across the full width of the street section to a tapered depth of 2". This milled area shall be tapered within the 20 feet to a depth from 0" to 2" at a line adjacent to the beginning and ending points or intermediate transverse items. This butt joint - when overlayed - will consist of a asphalt section that will transition the new overlay to match the existing pavement elevation. The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a smooth ride over the bump. Measurement and Payment: Butt joints as prescribed above, will be measured by the unit of each butt joint milled. The disposal of excess material involved will not be measured for payment. Each butt joint -milled, measured as above, complete -in place -in accordance SP -14 0 a with these specifications, will be paid for at the unit price shown in the proposal for "Butt Joints". The unit price bid per each shall be full compensation for all milling, including material haul -off, tools, labor, equipment and incidentals necessary to complete the required work. Q PAY ITEM NO. 14 - 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX): All applicable provisions of Standard Specifications, Item Nos. 312 "Hot- Mix Asphaltic Concrete" and 313 "Central Plant Recycling -Asphalt Concrete" shall apply to the construction methods for this portion of the project. Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising, the tempera- ture being taken in the shade and away from drtificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable Ij in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C. overlay. The City will provide laboratory control as necessary. fl The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. LLL777 PAY ITEM NO. 15 - REMOVAL AND REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley O gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. See standard specification Item No. 314, "Concrete Pavement", Item 312 fl"Hot -Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item LI No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non -reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". Asphalt base material may be required at times as directed by the Engineer to expidite the work at locations idenfified in the field. SP -15 0 $1 The concrete shall be designed to achieve a minimum gn compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. Q If the contractor fails to complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the U proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. 0 PAY ITEM NO. 16 - NEW 7" CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field. Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See standard specification Item No. -314, "Concrete Pavement", Item 312 "Hot -Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square flyard of concrete pavement and the curb and gutter section will be included. fl Contractor may substitute 5" non -reinforced (2:27) Concrete Base in lieu Uof Crushed Stone at no additional cost. See Item 314, "Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the Contractor fails to complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM NO. 17 - NEW 4" STANDARD WHEELCHAIR RAMP: The Contractor shall construct standard concrete wheelchair ramps as shown SP -16 0 0 on the enclosed details, or as directed by Engineer. En ineer. O The removal of existing substandard wheelchair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and replacement of existing curb and gutter as required for the installation of new wheelchair ramps shall be included D in Pay Item 5 (Removal and Replacement of Curb and Gutter). Pay limits for laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR- 1). The pay limit will extend from 9" outside the lip of gutter to 15" back from the face of curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. All concrete flared surface shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry -shake type, and shall be used in accordance with manufactures instructions. Concrete stain may be applied Oafter concrete is poured (Product sold by BAER). "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution." The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment, toolsand incidentals necessary to compete the work. - PAY ITEM NO. 18 6" PERFORATED PIPE SUBDRAIN: This item shall consist of furnishing and installing 6" perforated subdrain and filter material all as shown on the enclosed details, or as directed by the Engineer. All applicable provision of standard Specifications Item 500 "SUBDRAINS" 1..1 shall apply except as herein modified. The pipe material shall be poly vinyl chloride (PVC) with the standard dimensional ration of 35 (SDR35) fl and meet the ASTM D 1784. Filter fabric shall have the capability of passing ground water without transporting the soil placed around the filter fabric. The fabric shall be constructed exclusively of synthetic thermoplastic fibers and may be either woven or nonwoven to form a mat of uniform quality. Fabric fibers may be either continuous or discontinuous a SP -17 0 a 0 and oriented in either a random or a aligned pattern throughout the fabric. The fabric shall be mildew resistant, rot proof, • shall be satisfactory for use in a wet soil and aggregate environment, contain ultraviolet stabilizers and have nonravelling edges. Q The fabric shall meet the following requirements when sampled and tested in accordance with the methods indicated. Test U Original Physical Properties Method Requirements Fabric weight, on an ambient temperature air-dried tension SDHPT Test Method 4.0 minimum for under Tex -616-J drains and Slope free sample, expressed in "Testing of Construc- Stabilization, 6.0 oz/sq. yd. tion Fibers" minimum for Gabions fl Revetment Water flow rate by falling Tex -616-J 80 minimum head method, 7.9 inches (20 cm) to 3.9 inches (10 cm) on 2 inch ID cylinder with 1 inch diameter orifice, with fl flow rate expressed in gal/sq. ft/minute. Breaking load in either ASTM Designation: 100 minimum machine or cross -machine D 1682 grab method G direction, expressed as modified by Tex - in pounds. -616-J Equivalent opening size CW-02215, US Army 70 to 100 (US Standard sieve no.) Corps of Engineers, Civil Works Construction Guide Specification. "Plastic Filter Fabric", November, 1977. t " A arent elongation" at "Apparent PP g ASTM Designation: 100 maximum 9n breaking load in either D 1682 grab method G machine or cross -machine as modified by Tex direction, expressed as -616-J percent. 1] The "Filter Fabric" shall be installed in accordance with the manufacturer's recommendations, as indicated or as directed by the Engineer. When lapping is required, it shall be in accordance with the manufacturer's recommendations. Backfilling around the Filter Fabric shall be done in such a way as not to damage the Filter Fabric material during the placement. The unit bid L.F. shall be full compensation for all labor, price per SP -18 III a a 0 0 0 0 III a a 0 Q 0 ci materials, equipments, tools, and incidentals necessary to complete the work. PAY ITEM NO. 21 - 8" PAVEMENT PULVERIZATION: Contractor shall pulverize the existing pavement to a depth of 8". After pulverization is completed, contractor shall temporary remove and store the 8" deep pulverized material, then cut the base 2" to provide place for the new 2" H.M.A.C. surface. The 2" base cut shall start at a depth of 8" from the existing pulverized surface. After the undercut operation is completed, contractor shall spread, mix, and compact the pulverized material to a 95% compaction per City's Standard Specifications or as directed by the Engineer in the field. A 5% portland cement shall be used to mix the pulverized material. If the existing pavement has a combination of 10" H.M.A.C and crushed stone/gravel, undercut will not be required, the contractor will pulverize 10" inches, the 2" inch cut will be taken from the 10" pulverized material. (see soil test report) The unit price bid per square yard shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off, sweep, and dispose of the undercut material. The 2" H.M.A.C. surface will be paid by separate item. PAY ITEM NO. 23 - REMOBILIZATION: This item shall compensate the Contractor to remobilize personnel, equipment, supplies, and material to perform an additional work as directed by the Engineer. Remobilization will be considered when concrete "Flat -work" has been completed, personnel and equipments were demobilized, and the street is clean and ready for the overlay. Remobilization shall be determined by the Engineer. Any Remobilization without the approval of the Engineer will not be compensated. The unit price per bid per each will be full compensation for all labor, equipment, material, tools, and all incidentals necessary to complete the work. PAY ITEM NO. 24 - UNCLASSIFIED STREET EXCAVATION: This item will be used if additional excavation is needed that is not covered by Pay Item No. 21 - " 8" PAVEMENT PULVERIZATION". Additional Excavation is the removal of the excessive crown and base to bring the new base to proper grade & City standard specifications for street reconstruction. All applicable provisions of Item 106 shall apply, work shall be paid per cubic yard. SP -19 n 0 PAY ITEM NO. 25 - 2" SURFACE MILLING: This item shall consist of milling the existing pavement at a depth of 2". All applicable provisions of Item No. 11 "Wedge Milling" shall apply. The unit price bid per square yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. Q' PAY ITEM NO. 26 & 27 - H.M.A.C. Speed Hump: This item shall consist of installing H.M.A.C Speed Humps according to the plan and profile as shown on the detail sheet. Locations are listed at the back of this document. Additional locations may be added if needed. U The unit price bid per each shall be full compensation for H.M.A.C. Type D surface course, compact tack ss-1, kraft brown paper - 36" wide 401b paper to keep curb & gutter clean, vibratory hand roller, and all Ph materials, labor, equipment and incidentals necessary to complete the U work. Contractor shall notify the Construction Engineer 72 hours prior to fl installing any speed humps. Pavement marking will be installed by Traffic Services Division. U END OF SECTION 0 0 Q a 0 0 II fl SP -2O n it Ii 0 THE STATE OF TEXAS CITY OF FORT WORTH, TEXAS CONTRACT KNOW ALL MEN BY THESE PRESENTS: OCOUNTY OF TARRANT - 0 I u I 0 I I I 0 0 ri Ii 0 0 This agreement made and entered into this the 27"' day of July , 19 99 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 11th 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, and J.L. Bertram Construction & Engineering, Inc. HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditiots 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: HMAC SURFACE OVERLAY 99-6 Designated as project number, GS93-020930522050 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 Department 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. Ii C-1 0 0 3. The Contractor hereby agrees and binds himself to commence the construction of said work flwithin ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. I I u 4. 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 One Hundred & Ten (110) working days. pIf 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 become due fl him, the sum of $ 315.00 per calendar day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. I 0 0 I u 0 I r 0 0 5. 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 the 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. CO Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged ne_aligence of Owner, its officers, servants, or emplovees. Contractor C-2 n 0 likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and fl all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the 0 negligence or alleged negligence of Owner, its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled 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. 7. 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 100 percent (100%) of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid fl 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 hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of a invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates shall be Six Hundred Ninety Three Thousand, Seven Hundred Fifty Two Dollars and No Cents $693,752.00 0 C-3 0 0 a 0 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 0 Department of Engineering. 0 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is Li 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 copies verbatim herein. U 11. The Contractor shall procure and shall maintain during the life of this contract insurance as specified in paragraph 8 of Special Instruction to Bidders of this contract documents. 12. 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 athe 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. N WITNESSETH WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six (6) 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 Six (6) counterparts with its corporate seal attached. I 0 I 0 0 C-4 0 Done in Fort Worth, Texas, this the 27th day of July , 19 99 . 11 U RECOMMENDED: CITY OF FORT WORTH U A Ii aDIRECTOR, DEPARTMENT OF ASSISTANT CITY ANAGER ENGINEERING 0 0 J. L BERTRAM CONSTRUCTION & ENGINEERING, INC 0 (Contractor) 0 a (Representative) 0 I ATTEST: CITY SEC ETARY (SEAL) Contract Authorization Date (TITLE) fl a 1007 HARR1 i71r 9) ARLINGTON, TEXAS 76011 0 (City/State/Zip) November 1960 Revised May 1986 Revised September 1992 Revised January 1993 Revised April 1999 Revised June 1999 I APPROVED AS TO FORM & LEGALITY: ASSISTA CITY ATTORNEY C-5 U CONTRACTOR COMPLIANCE WITH [] WORKER'S COMPENSATION LAW aPursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor, J.L. Bertram Construction & Engineering, Inc. certifies that it provides worker's compensation insurance Q coverage for all of its employees employed on City of Fort Worth project HMAC Surface Overlay 99-6 project number, GS93-020930522050. a By: -- pTitle Date aSTATE OF TEXAS 3 COUNTY OF TARRANT 3 BEFORE ME the undersigns authority, on this day personally appeared fl.,4.known to me to be the person whose nam •s subscribed to the foregoing i rument, and acknowledged to me that he executed the J. LaWERTRAM5 the act and . deed of CONSTRUCTION & ENGINEERING, INC , for the purposes ' and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of I] 199 , LII`"0A OLIPHANT � )�• tiOTARY PUBLIC Notary Public in and for the State of Texas ilrl J :.'-.ATE OF TEXAS O ''`' 14 U.;Mint. Exp. 3.10.2001 a (a) Contractor agrees to provide to the City a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this asection. (b) Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a apolicy of workers compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate U. has been acquired. Contractor shall provide a copy of all such certificates to the City. A:13WORKCOM.FRM a I I 0 I I I I I 0 PERFORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT BOND NO. 929088287 KNOW ALL MEN BY T}ESE PRESENT: That we (1) J.L. Bertram Construction & Engineering, Inc. (2) company of Texas hereinafter called 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: Six Hundred Ninety Three Thousand,' Seven Hundred Fifty Two Dollars & No Cents $693,752.00 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 27th day of July , 1999 , a copy of which is hereto attached and made a part hereof, for the construction of: HMAC SURFACE OVERLAY 99-6 designated as Project Number GS93-020930522050 , a copy of which contract is hereto attached, referred to, and made a part hereof as fully and to the same extent as if copies at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly and faithfully perform the work in accordance with the plans, specification, and contract document during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and U. agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 6 Counterparts each one of which 0 A:\4PERBOND.FRM p shall be deemed an original, this the 3rd day of Au ust y g .1999. J.L. BERTRAM CONSTRUCTION & ENGINEERING, INC. Principal (4) ATTEST- I] By� -� (principal) Secretary c. /(J✓h mL� s ',Qo 7" SIJ)4 t r El (Printed Name/Title) (SEAL) 1007 Harrison Avenue IIADDRESS Arlington, Texas 76011 U - 1007 HARRISON AVE. CITY/STATE/ZIP ARLINGTON, TEXAS 76011 CONTINENTAL CASUALTY COMPANY (Address) (Surety) U ATTEST: a (Surety) Secretary By. " :.,..., , :.. ; : _- ,• (Attorney -in -Fact) (5) (SEAL) Tamara E. Murray (Printed Attorney -in -Fact) UNote: Witn s as to Surety Date of Bond must not be prior to date of Contract (1) Correct name of Contractor (2) A Corporation, a Partnership or and Individual, as case may be (3) Correct Name of Surety (4) If Contractor is partnership all Partners should execute bond U(S) A true copy of Power of Attorney shall be attached to bond by Attorney -in -Fact a 0 Li II 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 IMPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, Texas 78714-9104 Fax # (512) 475-1771 PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim, you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached document. 0 I � THE STATE OF TEXAS COUNTY OF TARRANT PAYMENT BOND BOND NO. 929088287 KNOW ALL MEN BY THESES PRESENTS: That we, J.L. Bertram Construction & Engineering, Inc. a corporation of Tarrant County, Texas, hereinafter called Principal and (3) CONTINENTAL CASUALTY COMPANY . U, 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 persons, firms, and corporations who may furnish materials for, or perform labor upon, the building or improvements hereinafter referred to in the penal sum of: Six Hundred Ninety Three Thousand, Seven Hundred Fifty Two Dollars & No Cents $693,752.00 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 bind ourselves, our heirs, executors, administrators aand successors jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a a certain contract with the City of Fort Worth, the Owner dated the 27th day of _ July , 1999, a copy of which is hereto attached and made a part hereof, for the construction of: aHMAC SURFACE OVERLAY 99-6 designated as Project Number GS93-020930522050 copy of which contract 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 "works". .Q NOW, THEREFORE, the condition of the obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160 of the 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. THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, and that the said Surety, for value received, hereby stipulates and agrees that no change extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specification 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 the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall aabridge the right of any beneficiary hereunder whose claim shall be unsatisfied. A:15PAYBOND.FRM 0 IN WITNESSETH WHEREOF this ins trument is executed in 6 counterparts, each one of which shall be deemed an original, this the 3rd` day of August ,1999. J.L. BERTRAM CONSTRUCTION & ENGINEERING, INC. Principal (4) ATTES : BY: a (Principal) Se etary ✓ Yh& . fi&mL 2E6/ ='U / (Printed Name itle) (SEAL) 1007 Harrison Avenue aADDRESS U. Arlington, Texas 76011 CITY/STATE/ZIP 1007 HARRISON AVE. ARLINGTON, TEXAS 76011 CONTINENTAL CASUALTY COMPANY (Address) (Surety) aATTEST: (Surety) Secretary By: 1 . (Attorney -in -Fact) (5) pTamara E. Murray (Printed Attorney -in -Fact) (SEAL) UQXCL U cxsc Witness as to Surety Note: Date of Bond must not be prior to date of Contract (1) Correct name of Contractor (2) A Corporation, a Partnership or and U. Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute bond 0 0 0 0 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT aKnow All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania corporation (herein collectively called the CCC Surety Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint Bobby E. Mayo, Tamara E. Murray, Charles D. Sweeney, Kyle W. Sweeney, Individually I] of Fort Worth, Texas C 0 0 I I I 0 I I I 0 their true and lawful Attomey(s)-in-Fact with full power and authority hereby undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. to sign, seal and execute for and on their This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 7th day of March 1998 CONTINENTAL CASUALTY COMPANY NATIONAL FIRE INSURANCE COMPANY OF HARTFORD AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA 1897 Marvin J. Cashion Group Vice President State of Illinois, County of Will, ss: On this 7th day of March , 1998 , before me personally came Marvin J. Cashion, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. My Commission Expires June 5, 2000 CERTIFICATE &,.,I. Pam Eileen T. Pachuta Notary Public I, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 3rd day of August , 1999 . CJ�sv,� 0'suJe CONTINENTAL CASUALTY COMPANY U����' �T ��¢� ,NcF o"°A"r°`4� NATIONAL FIRE INSURANCE COMPANY OF HARTFORD AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA gc::j Se a !� Mary A. Ribikawskis Assistant Secretary 9 (Rev.10/1 /97) 0 0 CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH, TEXAS Date 08/03/99 a1000 Throckmorton, Ft Worth, Tx 76102 NAME OF PROJECT: HMAC Surface Overlay 99-6 0PROJECT NUMBER: GS93-020930522050 THIS IS TO CERTIFY THAT J.L. BERTRAM CONSTRUCTION & ENGINEERING INC. a 1007 HARRISON AVE., ARLINGTON, TX 76011-7327 (Name and Address of Insured) ais, at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the type of insurance and in accordance with the provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. U____________________ TYPE OF INSURANCE Policy No. Effective Expires Limits of Liability Workers' Compensation WC3044182 09/30/98 09/30/99 $1,000,000./1,000,000./1,000,000. Comprehensive General Bodily Injury: Liability Insurance [I CLP3044171 09/30/98 09/30/99 Ea. Occurrence: $ 1,000,000. (Public Liability) Property Damages: Combined Single Ea. Occurrence: Limit UBlasting Collapse of Buildings Ea. Occurrence: $ of structures adjacent CLP3044171 09/30/98 09/30/99 Ea. Occurrence: $ 1,000,000. to excavations Combined Single Limit Damage to underground CLP3044171 09/30/98 09/30/99 Utilities Ea. Occurrence: $ 1,000,000. CSL Builder's Risk Bodily Injury: Comprehensive CAP2542914 09/30/98 09/30/99 Ea. Person $ 1,000,000. Automobile Ea. Occurrence Combined Liability Property Damage: Single Ea. Occurrence: Limit Bodily Injury: Contractural Liability CLP3044171 09/30/98 09/30/99 Ea. Occurrence $ 1,000,000. Property Damage: Combined Ea. Occurrence: Single Limit * Other Umbrella 46HUSL3654 09/30/98 09/30/99 $10,000,000. Combined Single Limit It-�escription ocations covered: Texas of operations covered: See above project he above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or cancelled by the insurer in less than thirty (30) days after the insured has received written 1notice of such change/or cancellation. r1here applicable local laws or regulations require more than thirty (30) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body -thereof or by appropriate endorsement thereto attached. The ort Worth Agent P.O. Box 8700 817-457-6700 Address Ft Worth, Tx 76124-0700 Bituminous Casualty Market *Twin City Fire (Casualty Market) By Title Authorized Representative PHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY & CONFERS NO RIGHTS PON THE CERTIFICATE HOLDER. THIS CERTIFICATE NEITHER AFFIRMATIVELY NOR NEGATIVELY .,AMENDS, EXTENDS OR ALTERS THE COVERAGES AFFORDED BY THE POLICIES LISTED HEREIN. = m o 0 0© a© Q o m c: m®© o 0 0 O N O PMS 288 (BLUE) PMS 167 (COPPER) STREET 'MAINTENANCE PROGRAM i CONTRACTOR'S NAME TELEPHONE NUMBER PROJECT DESIGNATION SIGN Ct -C d C7 C D © ®. L © ' © O ' C] ' M' �!' [ ' _ =7 © I 7' c' L © Q - © L ' © ' C3 IZ] - 1=1 ' ' = C © ' C�- ' NOTE 20AN ATTEMPT HAS BEEN MADE. TO DETAIL AS MANY STD. FIELD SITUATIONS AS POSSIBLE HOWEVER, THE CONTRACTOR MIGHT HAVE TO OVERLAP PARTS OF THESE DETAILS TO CONFIGURE •A LAYOUT THAT BEST APPLIES TO A • PARTICULAR SITUATION, 12) BUTT JOINTS NOT REOUIRED WITH REMIXING PROCESS. BUTT JOINT. MEDIAN STREET BEGIN OR END POINT LEGEND H.M.A.C. REHABILITATION ii III 1 WEDGEMILLING (RECYCLE / OVERLAY ONLY ) MEDIAN • TYPICAL LAYOUT FOR RECYCLING -ACTIVITIESFOR BLVD. SECTION UNLESS NOTED OTHERWISE IN STREET SCHEDULE D-2 REVISED: AEV.h., DATE: I 1990 c m, c , J L _ ■ s _ ■ , Lei [..:3t3 c• LE'tEND H.M.A.C. REHABILITATION ./ 1R 11 11 WEDGEMILLING (RECYCLE / OVERLAY ONLY ) NOTE :WALL RIGHT TURN STORAGE LANES SHALL BE CONSIDERED AS PART OF CONTRACT. (2) BUTT JOINTS NOT REQUIRED WITH REMIXING PROCESS. TYPICAL LAYOUT FOR RECYCLING ACTIVITE$ UNLESS NOTED OTHERW13E IN STREET SCHEDULE. NOTE': IF EITHER RADIUS DOES NOT HAVE AN ISLAND. IT WILL BE TREATED AS INDICATED BY APPLICABLE DE TAIL . BUTT JOINT STREET BEGIN OR END POINT REGARDLESS OF THE INTERSECTING STREETS ANGLE. 0-3 REVISED: REY. N.. DATE I 199O CD M Cl c' Lam• c c]' = E-'1 Cam' c M• ®' Imo'. C' „ ©° CM C�1 M LEGEND• H. M.A.C. REHABILITATION �� ll WEDGEMILLING ( RECYCLE /OVERLAY ONLY.) II. NOTE ! I)IF ANY COMBINATION OF ISLANDS AND RIGHT TURN LANES ARE ABSENT • TURN RADIUS SHALL BE TREATED • AS STANDARD. BUTT JOINT SHALL BE SQUARED OFF, IF NEEDED AS A RESULT OF EXISTING CONC. VALLEY GUTTER. (2) BUTT JOINTS NOT REOUIRED • WITH REMIXING PROCESS. TYPICAL LAYOUT FOR RECYCLING ACTIVITIES WHEN INTERSECTING STREETS ARE RECYCLED SIMULTANEOUSLY UNLESS NOTED OTHERWISE IN STREET SCHEDULE 0-4 RE V1SE0: REV. N•. DATE! 1 1990 0 0 0 L' AR 1. ALL CONCRETE USED SHALL BE 3000 PSI. 2. CONCRETE COLLAR SHALL EXTEND TO THE BOTTOM OF BASE •(MIN.). 3. CONCRETE COLLAR SHALL BE: a) 4' x 4' for MANHOLE b) 2' x 2' for WATER VALVE. CONCRETE COLLAR for MANHOLE and WATER VALVE NTS February 1993 1 U. a 0 0 0 0 0 a 0 0 0 ci U. ci U. a U. 0 ED EXPANSION JOINTS ANSITON AREA•// rttn Or VALLCY R YEA3URE0 1AC1c•Or•CUR• K-Or•CURS IF TRANi1T10N AREA (WIDTH AS REQUIRED) OWtYT z EXISTHID A {OIYTS OUT TER FLAN VIEW Not to sce/r An ra wrt ao a s,• thee e s depl�t a+rd a• /tss 11108 dir/1R d,ptA r!!J &e teprJtel Li .11 �irtde ro//rr putters. l as eartircfoi vJIJ 1>I r.PWJr•d to' lost tho Or/tar rrlth AOlft bffOrt tho Job /S ICCyt10. T'COKCRETE £XISTevw 1 r last GUTTER 2•N.M.A.C. IIO.i t 2{• C -C TRAlISmold RO.3 j sec -c r .. 1 21H.M.A.C. TRANSITIOf1;.: 7 ZCXIST N KAC. CONCRETE SASE ITCrushed 2127 f' 7. IM 302/ fYY•!• *E` •ASE CONCRETE SASE Limestone t• -e• SECTION 'A -A' Not to Scabe The 7 reinforced concrete ra/Ny sho//rap/acs the top 7 of lbe pavement with the remolninn portion • of pavement to be coastructsd Including subpncds /reotmee/, In occordonce with the typical pov/ap secllon.. Tbt concrete Valli, wr///be governed according to city standards for coneisle curb and pall:,: The concrete shall be of bashed cad screened aggregate with t /a/n, of fly, (b)socks of cement per cubicyord of concrete . with a minimum compressive strength of 3,000 pounds per square inch in seven days. LEYDE °I 0 of a 0 of 0 a 0 0 0 0 0 0 0 0 0 0 GROUND LINE 1.5'MIN. FACE OF CURB SUITABLE MATERIAL TAMP EO'IN LIFTS NOT ,� r CURB AND •` EXCEEDINC 12" LOOSE. � w WASHED OP OF. CURB �j R01 124 OVERLAP .PER ITEM 402 FILTER FABRIC PER PAY ITEM NO. 1' - 1.5' PIPE SHALL BE 6" PERFORATED POLYVINYL CHLORIDE TUBING PER ASTM D-1784 UNLESS • SPECIFIED OTHERWISE. 367 Addendum 3 SUBDRAIN. CITY OF FORT WORTH,TEXAS-CONSTRUCTION STANDARD '• DRAWING NO. S -S 11 #1001f. DATE: 0 a 0 a 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 1 � a L Y y i STANDARD A. DETAI.. CITY OF FORT VORTH, TEXAS - CONSTRUCTION STANDARD OCTOBER. 1992 STREET CURB TRMGITI0N 19" I 18" MONOLITHIC SIDEWALK - C.URB LINESTO . BE 1/4". DEEP \ fur 1 4 JOINT, 3" -GAP 4.. 4..1-i ia j39 1•' R- T4N SIXVALK R.O.W. -- --� �- CURB PAY LIMIT MAX LENGTH LY SURFACE TREATMENT (GROOVE) 7FRmTHE mocOFcum EXPANSIDN MATERIAL RECESSED 1/4" AND SEALED V/SILIC04C CAPPLICADLE TO ALL NOTE CLDINTS? 1) FOR PARKWAY WITH ELEVATION BELOW STREET • ELEVATION, THE SIDEWALK CURB MUST BE 2" • HIGHER THAN THE STREET CURB. 2) SIDEWALK CURB SHALL NOT ENCROACH ON THE PROPOSED WIDTH OF THE SIDEWALK OR RAMP. • 3) FOR TYPE I RAMP MAXIMUM SIDEWALK CURB HEIGHT 0" TO 7". TYPICAL RAMP X -SECTION CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD OCTOBER. 1992 Y J z a E - z x 0 1,48 .1 .tTJ I'! TYPE I EXISTING 15' R SCALE I"=5' PROP, 4' RAMP COLORED SURFACE' VARIABLE HEIGHT 'CURB. 1 1/2' R (TYP.) CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD OCTOBER, 1492 III HI U IIIH t�asTsc Cum aontu 0 U ____ 0 i4rh'-ti II. w0ti. 0 LEGEND U - ElWHEELCHAIR RAMI El •• LAYDOWN C/G U c�ci nc000cI ASPHALT TIE-IN EXISTING 15' R SCALE 1" = 5' SIDEWALK RAMP NOTES 1) EWANSION JOINT AND SIUCONE SEALING SWriLL BE SUBSIDIARY TO UNIT PRICE )ID FOR SIDEVM K. 2) THE ACTUAL LIMITS Of RENQYAL Of E(IST- DIG C(U AND GUTTER AND SIDCVALK SH4ALI BAS DIRECTED )Y TIE ENGINEER IN THE 3) MOtELITHIC CURB OR FLARED SLOPES KAY BE INSTALLED ON BOTH SIDES Of THE RAMP DEPENDING ON THE FIELD CG4DITION OR AS DIRECTED BY TIE ENGDCER. 4) CURD RAMPS VITH RETURtrCD CUR=S HAY 9E USED VHCRE PEDESTRIANS WOU D NOT N RMALLY VALK ACROSS THE RAMP. 3) SLOPE OF CUB RAMP AID/at SWEVALK SNAt.L BE A MAXIMUM OF 14Z FLARED SIDES OF RAMP SHALL. HAVE A MMXIHIM SLOPE OF 144 UNLESS PEDESTRIANS COOL) VALK ACROSS THE RAW THEN THE MAX" SLOPE SHALL IC 14Z 1OOstbC t3CVMx C!� WLL x CM00 sr�c • A: uaoEs I—•-1 EW, .as 1 % JT FO +cattt ftvc o�T STANDARD PAY LIMIT DETAIL ' CITY OF FORT VORTK TEXAS - CONSTRUCTION STANDARD OCTOBER. 1992 WR-1 0 EXISTING 15' R SCALE 1" = 5' SIDEWALK RAMP AS RC'0M" t or / . I P TE (T Mm u.x c tZM.DG tlw.L K XARY TO I�QT . - = Fa fIDC1/M.JG IQiE r TIC ACTIML LQ(T* or DI3TDG 0= me-QftTQ AJO $ITCVMJC D4ML K At )tRfETC) By 1K O4GIIJI It fl( PIO1 tOG4T10C $IXWLK Cw SM34 As ao« OPAK31011 im s wcoc Sc, . V CK OF ?9 P. CUR! FALL .. l" CURS LX3STOG...r. t WTTEa VCtiT FOR co4cRI.tt PAVOE]IT JOINT DETAIL CITY OF FORT YARTN, TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 0 0 0 D 'p '0 0 'o 0 0 u.. O. 0 U. 0 0 0 I II I• II CXISTIHG CI. 2 I i t O1ttct 18" OR t4" nr— f4t TYPE III EXISTING 20'R SCALE 1" = 5' PROP. RAMP - BROOM FINISH TRANSITION I m V 11'%mumr ___ CITY OF FORT VORTR TEXAS - CONSTRUCTION STANDARD OCTOBER, .1992 0 0 0 I 0 0 Q a 0 0 0 0 0 0 0 0 0 HMAC SURFACE OVERLAY (99-6) STREET FROM TO TYPE MAP LM CD CLEARVIEW DR OLD MANSFIELD RD W CUL DE SAC MOL 91 H 0.77 8 FRIARFORD RD KINGSMILL TER PORTMAN AV MOL 80H 0.28 5 HIGHWOODS CT HIGHWOODS TRL W CUL-DE-SAC MOL 65V 0.16 4 HIGHWOODS TRL LARKSPUR LA BOCA RATON BLVD MOL 65V 0.87 4 KINGSMILL TER FRIARFORD RD PATINO RD MOL 80H 0.54 5 LARK SPUR LA BOCA RATON BLVD S DEAD END MOL 65V 0.67 4 PORTMAN AV ESCALANTE AV FRIARFORD RD MOL 80H 1.05 5 RANCHVIEW DR HULEN ST BELLAIRE DR S MOL 89B 2.4 3 SOFTWIND TER S NORMANDALE ST ELSINOR DR MOL 73J 0.84 7 SOFTWIND CT SOFTWIND TER CUL-DE-SAC MOL 73J 0.16 7 SUTTER ST PERSHING AV CALMONT AV MOL 75M 0.31 7 TIOGA CT SOFTWIND TER CUL-DE-SAC MOL 73J 0.16 7 VEGA DR I-20 SERV RD WOOTEN DR MOL 89R 0.86 6 VEGA DR WEDGWAY DR MADRID DR MOL 89R 4 6 WICHITA ST VAUGHN BLVD 287 SERV RD MOL 78X 0.27 5 WICHITA ST VAUGHN BLVD MITCHELL BLVD MOL 78X 2.51 8 WOODFIELD RD PATINO RD FRIARFORD RD MOL 80H 0.47 5 Total Lane Miles 16.32 POL = Pulverized Overlay MOL = Mill Overlay MIC = Microsurfacing Thursday, May 20,1999 6 0 0 0 0 I 0 0 0 0 0 0 0 0 IJ 0 0 a SPEED HUMP LOCATIONS W z STREET NAME QH a Z ° v, U V za pU U A STREET BOUNDARIES (FROM/TO) A a w a 1 Arbor Dr. 30' 104J 6 Cole Sto to Evans Ave. 1 2 Arcadia Trail 28' 36Q 4 Basswood Blvd. to Park Vista Blvd. 1 3 Amberdale Dr. 30' 36Y 4 Glenview Trail to Western Center Blvd. 1 4 Ave. G. 30' 79K 8 Amanda St. to liberty Ave. 2 5 Bellaire Circle 30' 89D 3 South Drive to End 3 6 Beenbrook Blvd. 30' 76X 9 Greene Ave toCockrell Ave. 1 7 Bewick St 30' 90B 9 Granbury Rd. to Mission St. 1 8 Blue Carriage Ln 28' 66V 4 Fox River Ln. to Fox River Ln. N 2 9 Blue Water Lake 30' 36Q 4 Park Vista Blvd. to Rouge River Trail 1 10 Brentwood 40' 66W 4 Canterbury Cir. to Oak Hill Rd. 3 11 Bright St. 30' 78U 5 Crenshaw Ave. to Reed St. 3 12 Calumet 30' 79K 5 Birdie St. to Amanda St. 2 13 Cannonwood 30' 35H 4 N. Summer Trail to Summerfields Blvd. 2 14 Clear Springs Dr. 28' 88K 3 Trinity Landing to River Bluff Dr. 3 15 Creekwood Lane 30' 104J 6 Hawkwood Trail to McCart Ave. 6 16 Crescent Lake Ct. 30' 36Q 4 Park Vista Blvd. to Fort Concho Dr. 1 17 Earl St. 30' 64J 3 N. Beach St. to Britain St. 2 18 East Park Dr. 30' 88K 3 Bellaire Dr. to River Bluff Dr. 2 19 Fox River 30' 66V 4 Blue Carriage Ln. to Blue Carriage Ln. 2 20 E. Gambell St. 30' 91K 9 Cole St. to Evans Ave. 1 21 Garden Springs Dr. 40' 103R 6 McCart Ave. to Cove Meadows Ln. 3 22 Glen Meadow Dr. 30' 88K 3 Trinity Landing Dr. W to Birch Hollow Ln. 2 23 Grant Park Ave. 30' 36P 4 Park Downs Dr. to Teal Dr 3 24 Green Ridge St. 30' 104E 6 S. Meadow Dr. to McCart Ave. 5 25 Hampshire Blvd. 30' 78G 8 Ayers Ave. to Oakland Blvd. 2 26 Harlanwood 30' 35H 9 Lynncrest Dr. to Overton Park E 4 27 Homan St. 30' 62N 2 l9thSt to 20th St 1 28 Hunters Glen Trail 30' 67U 4 Racquet Club Dr. to Racquet Club Dr. E 3 29 Lovell Ave. 40' 75L 7 Alamo St. to Ashland St. 2 30 Maria Dr. 28' 58X 7 Blue Haze Dr. to Chapel Creek Blvd. 2 31 Micki Lynn Ave. 30' 75P 7 Kilpatrick Ave, to Vickery Blvd. 2 32 N. Edgewood Terrace 30' 79E 5 Meadowbrook Dr. to Lancaster Ave. 1 33 N. Hampshire Blvd. 30' 79L, 5 House St. to Joseph Ln. 5 34 Park Lake Drive 35' 89Z 6 Vega Dr. to Wedgeworth 2 35 Penrose Ave. 30' 73Z 3 Southwest Blvd. to Aberdeen Dr. 7 36 Plantation Ln. 30' 103R 6 McCart ave. to Cloveglen Ln. 2 a 05/19/1999 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 SPEED HUMP LOCATIONS z STREET NAME 3 U A STREET BOUNDARIES (FROM/TO) 37 Robinwood Dr. 30' 63H 4 Selk Ave. to Eagle Dr. 4 38 Royal Crest 30' 106H 8 Forest Hill Dr. to Dead End(Hartman Ln.) 2 39 Savannah Ln. 30' 88K 3 Trinity Landing dr. W to River Bluff Dr. 2 40 S. Hughes 30' 79N 5 Ramey Ave. to Rosedale St. 2 41 South Hills Ave. 30' 91A 3 Stadium Dr. to Park Ridge Blvd. 1 42 Sylvan Dr. 30' 67U 4 John T White Blvd to Racquet Club Dr. 2 43 Trinity Landing Dr. N 30' 88K 3 Trinity Landing Dr.W. to River Bluff Dr. 2 44 Truelson Dr. 28' 90V 6 California Pkwy. to Edgecliff Rd. 1 45 Tulip Tree Ln. 30' 35m 4 Waxwing Cir. to Buttonwood Dr. 2 46 Waterside Trail 28' 36E 4 Thompson Rd. to Summerfields Blvd. 2 47 Westhaven 30' 89K 3 South Dr. W to Ledgeston Dr. 5 48 Wheelock Dr. 30' 89W 6 Winifred Dr.to S. Hulen St 2 49 Whitehurst Dr. 30' 104A 6 Loma Vista Dr. to Eagle Rock Dr. I 50 Windwillow Dr. 30' 36X 4 Western Center to Thistletown Dr. 2 51 Winsor Pl. 30' 76Q 9 Forest Park Blvd. to 8th Ave. 3 52 Willowvale 28' 104L 6 W. Everman Pkwy. to Crowley Rd. 2 53 Wosley Dr. 30' 89U 3 Wedgmont Cir. to Woodway Ln. 2 TOTAL 123 0 05/19/1999 N WE S n\ ' o O N. 7508 7509 DWY O DWY 40' 7512 17' 1 17513 17' 'L DWY 59' ,--- 7516 _IL_/ ___ 75171 DwY 30' INSTALL (1) SPEED HUMP. 1 ., NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCATION ARBOR DR. 0MWB BY; J. LEE 990534 ou¢u T• MAPBCO NO: 104 J tro 5/05/99 0 0 0 0 0 wAIxmTm ® wA(AY�Tm 4 - N UU" DRIVEWAY INSTALL W E O ' co SPEED HUMP s 5924 . a4 DRIVEWAY QARCADIA CIR. NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION CITY OF AND PUBLIC WORKS TM TRAFFIC ENGINEERING LOCA TION FOR I SPEED HUMP ARCADIA TRAIL 7500 BLOCK C WN sr, o.re AJB MAY 7,1999 iL 36Q 990563 El ci 0 0 0 0 0 a 0 0 0 0 0 0 N w E S 0 ti • A DWY w 6735 DWY 6734 10__�1 !_J 10' 6731 DwY i 6730 DWY / - 30' INSTALL (1) SPEED HUMP. NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. _ TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED BUMP LOCATION AMBERDALE DR. (6700 RLKI oI"w BY J. LEE 990561 36 Y iTosc 5/12/99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 I INSTALL SPEED HUMP EMPTY LOT AVE. G. 51000U( 214 169 5060 5062 ( 5100 5104 5108 5102 5106 5110 N `r3 W E S INSTALL SPEED HUMP EMPTY LOT L.. AVE. G. 1 [ / 4900B54 LK 114• N 4932 4934 W E NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS FORT TM IBIRIC ENfrW G 2 SPEED HUMP LOCA TIONS AVE. G. 4900-5100 BLOCKS WN BY: DATE: PA APRIL 30, 1999 woaK Bosco x79K a D WIN o Tos LE y 990529 LOCATION # I WESTCUFF RDD N E N W. BIDDISON STS. E LOCATION #2 S I j S 8 ► I 3801 : 37.!7 178'1 ! l- j g QQ 2U' m _ _ 30' o�. 7M 100 o INSTALL (1) SPEED HUMP. INSTALL (1) SPEED HUMP. HILLTOP RD.. SHELBY DR. N a E - — -- S X20 BRIGHTON RD: ,> NOTE: LOCATION # 3 � �--� e & CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. '3 a 47'` I DEPARTMENT OF TRANSPORTATION _ F_ryc_ 122 e --{117 AND PUBLIC WORKS CITY OF 26'! ; TRAFFIC ENGINEERING FORT WORTH 1... I -- - SPEED HUMP LOCATION BELLAIRE CIR. 3400 -3700 BLK.) INSTALL (1) SPEED HUMP. DRAWN BY: WORK ORDER N J. LEE 990494 APPRO ED BY: MAPSCO NO: 5 89 D DRA G NOT TO SCALE I DATE: 4/30/99 N W E S INSTALL (1) SPEED HUMP. 26 w o w M cr BENBROOK BLVD. 40' 1111 41 1.2909 2905 2917 3256 93' NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 ID 0 INSTALL SPEED HUMP 6229 J � BRENTWOOD DR N 6200 BLOCK W E 42' 20' ' S � ' K 6224 6228 27 r / 1471 N I BREN7WLD OR 224' W E INSTAL ff g SPEED UMP II � o INSTALL SPEED HUMP 6421 BRENTWOOD DR 6400 BLOCK W E r 48' 14'l s K � 6420 NOTE: 6424 CONTRACTOR TO INSTALL SPEED HUMPS TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION FM OF AND PUBLIC WORKS IB IY C ENGYEEBWL LOCATION FOR 1 SPEED HUMPS BRENTWOOD DRIVE 6200 BLOCK YAWN BY: IYATE A.1 I MAY 7,1999 WVBCONQ -DkR INGN OSC 9 "`6990532 0 0 0 0 a a 0 0 0 0 0 0 0 a 0 0 0 a 0 3324 EMPTY LOT CL INSTALL SPEED HUMP W H 0 3: m 9, 3401 _CL 3016 CL INSTALL - SPEED HUMP 3020 PL - - EMPTY LOT 301 CL PL 301 Il INSTALL SPEED HUM 3109 CL 3117 PL •.r NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. P DEPARTMENT OF TRANSPORTATION un OF AND PUBLIC WORKS +T WORT" fRMI C €,,'(€'2 SPEED HUMP LOCATIONS BRIGHT STREET 2800-3500 BLOCKS wH DV: wr : PA APRIL 30,1999 o I : wrsco xa 78U 0RA INGN TOS ALE ""°' 990541 503315035 PARKING r m 60' CALUMET STREET 5000 BLOCK INSTALL SPEED HUMP ,,, 5014 w i SUNSHINE Z x N CHURCH F CHRIST m as E O � a S 513715139 INSTALL SPEED HUMP CALUMET STREET 5100 BLOCK 80' 40' ~ 5118 I 151272 co N x NEW BORN PENTECOSTA E tL OF LuS 0 APOSTLIC FA ITH a CHU CH S NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFICSERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION an EF AND PUBLIC WORKS PoRTwcRT" TRpFTK ENGMEERWG LOCATION FOR 2 SPEED HUMPS CALUMET STREET 5000-5100 BLOCKS DRAWN BY: OATS: AJB MAY 7,1999 TOS�ALE I"°AA053O 0 0 0 0 ii 0 0 D D ci 0 0 D LI 0 0 0 II ci M ti 0 Co INSTALL SPEED HUMP INSTALL SPEED HUMP v- N 0 00 o to O 0 DRIVEWAY 09 m Z O 0 Z WFloo; a DRIVEWAY r N co Jo L 0 O DRIVEWAY OJ 500 0 O et C) z N 00 N N 00 DRIVEWAY ILL .r NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION CITY OF AND PUBLIC WORKS FcTw m IRniFK ERGt(ERY G LOCA TION FOR 2 SPEED HUMPS CANNONWOOD DRIVE 8000 8LOCK WH BY: OAT(: AJB MAY 7,1999 ovEB ri 35H noA iu Tn. AI C aRUE , Qo11r K4 0 D D a a 0 a 0 0 0 D D D 0 0 0 0 0 0 LOCATION #1 6316 INSTALL (1) SPEED HUMP. nu ( ao� LOCATION #3 LOCATION #2 INSTALL (1) SPEED HUMP. IC732 rji26 Q Q CLEAR SPRINGS DR. Q� � 6733 671c 6712 6706 Q Q Ili �IUQ I� CLEAR SPRINGS DR. 11 INSTALL (1) SPEED HUMP. Q Q 6733 67-" 6733 67" N w - E NOTE: S CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCATION CLEAR SPRINGS DR. auwx 6Y: J. LEE I 990568 5/1 0 0 I 0 a 0 0 0 a a 0 0 0 0 0 0 i11 ci 0 26osL1 f, 20' GREENWOOD LANE C 2613 I 2604 19 ' asooaloa INSTALL SPEED HUMP E l25] __ 2524 30' 25' —J ' `-- CREEKWOOD LANE INSTALL SPEED HUMP d 2529 WE 02912 ! 2908 ! ! r272411 30' 12' I f 18' I 18 CREEKWOOD LANE —J LL CREEKWOOD LANE noo BLOCK 290o BLOCK r 1P INSTALL HUMP ______ I_ 2909 INSTALL SPEED HUM E SPEED 127251 E 134001 ' 3200 I 3108 16' 32' 24' I 25' CREEKW00D LANE CREEKWOOD LANE 3400 BLOCK r 32OO BLOCK 31OO BLOCK r a INSTALL I }_ INSTALL I ' SPEED HUMP d I e SPEED HUMP I_3401 E 3109 4E NOTE- CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION cm of AND PUBLIC WORKS FORT WORTH LOCATION FOR 6 SPEED HUMPS CREEKWOOD LANE 2500.3400 BLOCKS Mf. Q AwW N: A!B I MAY 7, 1999 Dli) I04! ,ace•w, ORA NG N O S E 0 0 0 0 a a 0 a a IJ 0 0 0 0 0 0 a 0 0 N S 5313 [ 5317-.i 26' 16' INSTALL (1) SPEED HUMP. CRESCENT LAKE DR. ,c 18' 136' I 5312 x7583 I ; - NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCATION CRESCENT LAKE DR. mwm BY. J. LEE w 990535 zr,vwIy nwscoNo 36 07 „0I 5/06/99 a 0 a 0 0 0 0 0 0 0 0 0 0 0 4 0 ci ci 0 INSTALL (1) 3811 3821 SPEED HUMP 3812 l 3814 t) Ir I . 3719 3721 I I zT EARL ST. 3700 BLK. I � I 7724 INSTALL (1) SPEED HUMP N r n W E NOTE: S CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS DEPARTMENT OF TRANSPORTATION an of AND PUBLIC WORKS Farr Woani TR FFrC EMGufEmx. 2 SPEED HUMP LOCATIONS EARL STREET 3700-3800 BLOCKS •WX BY: DATE: PA APRIL 30,1999 DYED BNlCD MD 64 J DRA ING 0 TO CALF °"°E"` 990463 LOCATION #1 176716 6712 'L [6708 INSTALL (1) SPEED HUMP. 55' 22' r; l I ____, EAST PARK DR. 56 22' 6721 P 6717 6713 LOCATION # 2 6736 [6732 6728 4r 30. INSTALL (1) SPEED HUMP. EAST PARK DR - [ . :1-- 6700 —i 2s' f____J or N 6741 667 7 (_67JJ1 W E NOTE: S CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY of TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCATION EAST PARK DR. NOT TO 5/1 0 0 a a 0 0 0 0 a a 0 a 0 0 0 0 a 0 0 INSTALL SPEED HUMP 1001 I loos E. GAMBRELL ST. 1000 BLK. 20 25' 1000 i 1004 N WE S NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS TB F K E YBEAWG I SPEED HUMP LOCATION E. GAMBRELL STREET 900 -1000 BLOCKS AWN BY: OATS: PA APRIL 30,1999 B 91K DRA INGN T0S ALE 990547 0 0 El 0 0 0 0 0 0 0 0 a Q a 0 a a 0 0 1020 T 1016 -�.II' 34 FOX RIVER LN. t000 BLK. INSTALL110171 SPEED HUMP 1108 - ---f -►Y/1 COIl 1112 1 INSTALL SPEED HUMP NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS wRTWORTH MAFFK LOCATION FOR 1 SPEED HUMPS FOX RIVER LANE 1000-1100 BLOCKS WN Y ' PA I MAY7. 1999 990555 1 LJ © c CJ 17 C C © C: t t CD t a Q Q1Z3 C= LOCATION #1 N E N LOCATION #2 y. E - S S L351 351 350 362 361 36, P P P P 27' 39' TIT I o 27' 14' INSTALL (1) SPEED HUMP. H 0 w ICI I J'`i GARDEN SPRINGS DR. �Y I 0 o: 40 m ' -I � E�� L�`. �40'GARDEN SPRINGS DR. ci -�� I I o. I I v I I 52 80' 144' --� P INSTALL (1) SPEED HUMP. 361 361 : 360 1850 850 L0CATI0N#3 3 N L. E S L7 371 Q P NOTE: 24 18'INSTALL (1) SPEED HUMP. CONTRACTOR TO INSTALL SPEED HUMPS. I I I I TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION <'. a0'; GARDEN SPRINGS DR. AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH cj ( SPEED HUMP LOCATION GARDEN SPRINGS DR. (3500-3700 BLK. �.. _ _.. 109' -----r- 162' DRAWN BY: WORKORDER N J. LEE 990496 ARZOVEDD BY: MAPSCO NO. JACKIE GARDEN ELEM. 5 103 0 WINONOTTO ALE DATE: 4/30/99 a 0 El I ci 0 0 0 0 0 0 a 0 0 I a El Eli INSTALL 6704 SPEED HUMP GLEN MEADOW DR. 6700 BLK. 15' 67' 6709 N WE S 168161 19, 62' _ I GLEN MEADOW DR. 6800 81KI INSTALL SPEED HUMP flan NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION GTY OF AND PUBLIC WORKS FORT WORTM TRAiFK EIIErfE N '2 SPEED HUMP LOCATIONS GLENMEADOWDRIVE 6700 - ISRnn RrnCK.S ii I PA I APRIL 30,1999 990551 0 0 0 0 a 0 0 0 a a 0 a B 0 0 a 0 0 0 46571 4661 N3T126' 26' WE 11FBLOCAGRAN INSTALL (1) SPEED HUMP 4660 4705 = 4709 I > N W 16' 16' o— W E J .s0011OCK GRANT PARK AVE INSTALL (1) SPEED HUMP 4704 I. 48051 4809 N $ 21' 13' o - WE J — .Boo x«K GRANT PARK AVE. SIJ _ I INSTALL (1) SPEED HUMP 148041 I I NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION un OF AND PUBLIC WORKS FORT WORTH 3 SPEED HUMP LOCATIONS GRANT PARKA VENUE 1600 - 4800 BLOCKS uwr Er WWE AJB APRIL 30, 1999 TO GALE r""°"'E""`990523 a I ci 0 0 a a 0 0 0 0 0 [I 0 I 0 0 0 I SPEED HUMP 3200 I�IISTALL 2r 16' J ' I I J GREEN RIDGE ST. 3200 BLOCK ; 3205 3117 E 3 0 11' J _ GREEN RIDGE ST. INSTALL I SPEED HUMP d 3405 3402 11' 3400 BLOCK W e 3403 E 29121 F 2908 3008 3004 INSTALL SPEED HUM' d I , I E 31' 14' -J ` GREEN RIDGE ST. 3000 BLOCK GREEN RIDGE ST. 2900 BLOCK 1 r 8' 35' 1 [ INSTA1L I 2913 2909 E 3005 SPEE HUMP � 3001 E 27081 I 2704 18' d I 27' GREEN RIDGE ST. /i 2700 BLOCK 1[ INSTALL SPEED HUMP d 2713 __ 2709 NOTE CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION CflVAND PUBLIC WORKS FORT I,IYIK tWutf S LOCATION FOR S SPEED HUMPS GREEN RIDGE STREET 1700- 3400 BLOCKS IV IOMt WA AJB MAY 7,1999 ufemn DRA NG O TO ALE990565 wx. . 0 a 0 0 0 0 0 0 0 0 0 a a a 0 0 0 6 0 INSTALL (1) I SPEED HUMP HAMPSHIRE BLVD. 4000 BLK. __ __r 0 4070 4074 Ig O g, 4: 10' vi N WE S am 127' W $ } z +:3NOO&X HAMPSHIRE BLVD. N 47' 24' o 3838 I WE INSTALL (1) S SPEED HUMP NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DMSION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION TY Of AND PUBLIC WORKS FORT WORTH IANEK EwO1EEAw4 2 SPEED HUMP LOCATIONS HAMPSHIRE BL VD. 3800-4000BLOCKS wN Br: OATS: PA APRIL 30, 1999 4 NAiw"o 78G DRA ING TO ALE ",.990518 I 0 0 ci ci 0 0 0 Q a 0 0 I [t] 0 0 LOCATION # I INSTALL (1) SPEED HUMP. ipJ 4' I-- Il�l� HARIANWOOD DR 97' 14' 3101 [3 7g .200 Q 3100 LOCATION #2 INSTALL (1) SPEED HUMP. 4ta 160' I iioo �_ Iii i Rio 4100 --- - �- t HARLAN WOOD DR. 3101 Q 3100 LOCATION #3 �•� j LOCATION #4 f DWY 2724 272$ j"- 134DW 132 - 8 INSTALL (1) SPEED HUMP. 2901 g 2903 21' I 2800 x5ot 16' z i 290 �,.. 76. J • "' 'JD' L-i? INSTALL (1) SPEED HUMP. 24' 59' I MY DWY DW DWY 2909 -- - I n 2504 DWY 2803 V W E NOTE: S CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCATION HARLANWOOD DR. -420 J. LEE 990558 VFD5 MAPSC0 NO: 75V °"""'n° 7 ro 5112199E 0 0 0 0 ci 0 0 0 0 0 0 0 0 0 Q 0 0 D D N WE �p S L X1981 H O DWY 1979 I 22' - NORTHSIDE PARK 22' DWY 1977 INSTALL (1) SPEED HUMP. 40' NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION • AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCA TION HUMAN ST. WAn ar J. LEE 990500 " '""'S`°No: 62 N/P Tro 4/30/99 805 HUNTERS GLEN TRAIL I I� HUNTERS GLEN TRL. • ThI 808 INSTALL (1) SPEED HUMP LIT' I N 800 BLK. W E 1L S L o. INSTALL (1) SPEED HUMP W C.) U O 8800 BLK. �c SPEED LHUMP EWTY lOL (1) HUNTERS GLEN TRL. _._ 8900 BLK. ii V I ♦y a 8916 W _J co WO ao Z 2 NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISIONS WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS OTM TWr,c f,.foEfWW 3 SPEED HUMP LOCATIONS HUNTERS GLEN TRAIL 800 - 8900 BLOCKS MAW,. ET: DATE: PA { APRIL 30,1999 TOVE0BV4r r' — 67U DRAVING'drTOS&E 990520 INSTALL (1) qJ SPEED HUMP 431 I 4300 35' 47' LOVELLAVE. 4300 BLK. 45' 37' hr ____ 4309 4305 N WE S INSTALL (1) SPEED HUMP 4020 I 4016 2V 10' LOVELLAVE. 4000 BLK. 8' 10 If 140211140171 N J WE S NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISIONS WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION wa oarn AND PUBLIC WORKS TMA fK ENGN(EWNG 2 SPEED HUMP LOCATIONS LOVELL AVE. 4000- 4300 BLOCKS AWN BY: DATE: PA APRIL 30,1999 �75L 990519 DRAWING N O SC E 10224 10220 16' 19'Ic W , C O MARIA DRIVE 10200 BLOCK C C INSTALL 10221 SPEED HUMP N W E S 10248 I 10244 23' 16' N _______ L W , W E MARIA DRIVE 10200 BLOCK 13 _ S 10249 10245 INSTALL SPEED HUMP NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS rcTwm TRAFFIC ENGINEERING LOCATION FOR 2 SPEED HUMPS MARIA DRIVE 10200 BLOCK c u— er: DATE: AJB MAY 7,1999 DRA GN0 T SC ' 990557 LOCATION #1 3936 LOCATION # 2 DM — ovw 27' 7z 31' J9N ij 16' 24' DWr ow INSTALL (1) SPEED HUMP. DWr etoe INSTALL (1) SPEED HUMP. 63' W — s DYv! tto9 3 113 ltti �13 17' DWf DWr __I 4133 N W E S NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCATION MICKI LYNNAVE. NAWNet. J. LEE W e 990537 m 8 N S(Y 2408 2409 CL _ _ CL 14' Er w 0 0 3 INSTALL (1) W _ SPEED HUMP i N W E S NOTE: CONTRACTOR TO INSTALL SPEED HUMP. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS FORT «m+ tI FK &KW*EBnk I SPEED HUMP LOCATION N. EDGEWOOD TERRACE 2300- 2600 BLOCKS WN BY: OATS: PA APRIL 30,1999 ruscoNa 79 E DRAWIN NOTT AL - 990526 5333 f I 9. 5335 1 N. HAMPSHIRE BLVD 5300 ELK 'II INSTALL(1) SPEED HUMP 5324 5326 N W E S INSTALL (1) y SPEED HUMP 5114 I / 15112 JL N. HAMPSHIRE BLVD. 5100 BLK 5121 5230 N. HAMPSHIRE BLVD. 5225 INSTALL (1) SPEED HUMP suo 5200 BLK. s217 N W E S 5311 I , INSTALL (1) SPEED HUMP N W E S J INSTALL (1) _____' SPEED HUMP 5024 5016 Iii, a NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION an OF AND PUBLIC WORKS ► a wow 4 SPEED HUMP LOCATIONS N. HAMPSHIRE BLVD. 5000-5300 BLOCKS AWN BY; DATE: PA APRIL 30,1999 79K,L DRA ING T0S ALE �oBAOBBEnN. QQn;97 C, saI24I Ir 3420 25 K LA KE DR. 3400 BLK. INSTALL SPEED HUMP KRAUSSBAKERPARK c" 3532 `j II 3528 kPARK LAKE DR. 3500 BLK. INSTALL ' SPEED HUMP I K USS BAKER PARK N W E S NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS IRIic,E ENbe4ERWf 2 SPEED HUMP LOCA TIONS PARK LAKE DRIVE 3400- 3600 BLOCKS PAWN Y: bATE: PA I APRIL 30,1999 Ii VINVI... .. IL1Lt • I I I I LI 0 0 Q 0 0 d 0 0 ii a 0 0 0 7 DAVENP CHURCH PARKIN 0° § - 7321 7401 co 67 0 4101 ,a INSTALL SPEED HUMP I - I- INSTALL IL a O7327 z w 21' > _ a 4104 O z d105 w 73,E SPEED HUMP Wa 4- W a MNGA 7401 7331 m 4304 Q 4301 138' Q < 1 21 C� - - C6 ar� INSTALL SPEED HUMP W I. 1 W w - 4305 w Q 9' INSTALL W SPEED HUMP - 73ze w z I7400I$[ a 4- 4- 4905 4936 INSTALL l4I INSTALL co SPEED HUMP SPEED HUMP 35' Y Cl— 1s - —CL 0— - - — 4937 > 5$' W U) 4909 14' LLi 4940 W N 4505 Q' Z W - a w O z w W d INSTALL SPEED HUMP 5032 NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. CE- - 16' 5033 0 DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS wear �TM 5040 W Q N 3s TWFK EKG.OW K. LOCATION FOR 7 SPEED HUMPS PENROSE A VENUE BLOCKS O `Z 4000-5000 DATE: PA MAY 7, 1999 N CWN BY -$- B r..scot . 73Z DRA ING TO ALE r"°" R.. 990566 D O cTEl E_ = = l t] Q J[fiCJ LOCATION # I 3L a0g 3404 e e 27' 2020'. LX30' PLi 20' 15' I- LJ 3409 LOCATION #2 3400 INSTALL (1) SPEED HUMP. 3405 3401 INSTALL (1) SPEED HUMP. L8345 8341 •� e 112' 00 0 --- - z z m PLANTATION LN. 30' 112' 8401 8400 N W$..E S N E s NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCATION PLANTATION LN. (3200- 3400 BLK.) DRAWN BY: WORK ORDER 0 J. LEE 990498 APPRO ED BY: MAPSCO NO: 103 R / 104 DRA NG NOT O SCALE DATE: 4/30/99 0 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 0 0 0 HONEYSUCKLE AVE. 1D O DRIVEWAY o -PRD►FRTYVIE o)1 CO 0 Ic,I o OO CO I I CO I INSTALL (1) r !'- SPEED HUMP (V / IN$TALLN (SPEEDHUMP DRIVEWAY 1 1 *, N WE S M CO CO INSTALL (1) SPEED HUMP N WE INSTALL (1) SPEED HUMP ' O DRIVEWAY 3 ?-%m►ERY m C Doo Tn Q �cl I (I ii DRIVEWAY NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS I WORM TRAFFIC FR6,,EFARK (� 4 SPEED HUMP LOCA TIONS ROBIN WOOD DRIVE 1300- 1 900 BLOCKS W• 4 E WN 6Y: DATE: AJB I APRIL30,1999 Q 63HI64M S DRAW ON SC E rRDR 66.990521 INSTALL SPEED HUMP 135051 3609 EYAL CREST DR. 3600 BLK 19 26 I 3604 136081 N W E S INSTALL SPEED HUMP 3717 3721 +7�R0YALREST DR. 3700 BLK. N 17' 26' 3716 3720 W E S NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION a AND PUBLIC WORKS TOF AND IRKEK E,r. EBW4 2 SPEED HUMP LOCATIONS ROYAL CREST DRIVE 3400 - 3700 BLOCKS WN BY: DATE: PA APRIL 30,1999 oYEDBr 1106 H DRAV1NGN T scA "" 990544 ii 0 0 0 0 0 0 0 0 0 0 0 0 0 INSTALL 671s SPEED HUMP SAVANNAH LN. .6700 BLK 24' 3D' 6721 6808 0 T 28'� 62' I SAVANNAH LN. 6800 BLK I INSTALL SPEED HUMP 6809 N W E S CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS PoORT wcm TnhFr4 EMGfEMIHC 2 SPEED HUMP LOCATIONS SA VANNAH LANE PA APRIL 30, 1999 S I(It-"co 88K ING TO CALE 990549 ki 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INSTALL x L SPEED HUMP ~ N O J I- C� z Ffl- ui U Q z > > Q U) x S, z l U) INSTALL [ PR6PERPf-UNE SPEED HUMP 0 M CL N Q W a Q -' PROPERTY ONE N w8 E x� M = r a co NOTE: CONTRACTOR TO INSTALL SPEED HUMPS TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND RKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS FORT �+TM "w•° ew»E°"w LOCATION FOR 2 SPEED HUMPS S. HUGHES AVENUE 1700-1100 BLOCKS owm "r. Io.yt A!B IMAY7.1999 `°"`w.rtoo 79N D WING TTo GALE I°"°"` 990528 a 0 0 ci 0 0 a 0 D 0 0 N W . E S INSTALL (1) SPEED HUMP. 3204 o 63' -I SOUTH HILLS AVE. APPLIED LEARNING ACADEMY NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FOIWORTHSPEED HUMP LOCATION SOUTHHILLSAVE. SAWN S.J. LEE 99 MASCO "0 91 DMYTdGPIOTTO I 4/30/99 0 0 0 0 0 0 0 0 �pO� gyp. 11 Ii cIIO O C) co OO a - — d DRIVEWAY J .J } INSTALL SPEED HUMP - • • - MWfEEIYEJE _INSTALL SPEED HUMP pa�vEw�r ��nve _ — / N W E s NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. OR��Ew Ay DEPARTMENT OF TRANSPORTATION cITY AND PUBLIC WORKS °FWORTH 7NeFfK ENGIICEAM4 LOCATION FOR 2 SPEED HUMPS SYLVAN DRIVE 800 8I.OCK WN BY DATE: AJB IMAY7.1999 TOSJALE 1"'°~°'° 990564 I 0 0 0 0 I 0 0 a 0 [I 0 0 0 0 0 0 0 0 6812 20 p is 69 � l TRINITY LANDING DR. N. 6800 BLK INSTALL V SPEED HUMP 6813 6724 74 1ff TRINITY LANDING DR. N. 6700 BLK. INSTALL /_ SPEED HUMP 6725 N W E S NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS FMwm TNO(N[ ENLn(EBW4 2 SPEED HUMP LOCAT/ONS TRINITY LANDING DR. N. 6700-6800 BLOCKS )AAWN BY: DATE: PA APR/L 30, 1999 ilti.G111�.. 5IIt1Vili T0SCALE 1-.-. 9905 4 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 a 0 0 PL CL ' PL ' 'S741 � I 1j7 1 29' 1 32Y j TRUELSQN DRIVE 5700 SLK � 5744 I f S748 L INSTALL (1) SPEED HUMP N E s NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS FTWTH I SPEED HUMP LOCATIONS TRUELSON DRIVE 5700 BLOCK WN BY, DATE, PA APRIL 30, 1999 junco. 90V DRA ING1JdTT0.bALE "` fl°990342 [ ... C7 ---c 1 ® . cj- M. C c] J .7 Cc LOCATION#1 9 z J w z w of $ 4000 7900 Q 4055 48' 42' F� TULIP TREE DR. 4> ri flc:ji i IL INSTALL (1) SPEED HUMP. 25' 15' P e 4050 4054 LOCATION #2 E 3801 38 8 P I � 20' 52' iJLj Jb TULIP TREE DR. 30' 3800 _ \ i I I INSTALL (1) SPEED HUMP. 20' 29I P Q 3800 3804 NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. 0 0 0 0 I 0 0 0 a 0 0 D 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 0 0 0 0 0 L 0 0 0 0 LOCATION #1 LOCATION # 2 INSTALL (1) SPEED HUMP. oWY / (t Ease i I I /I. Q o T I _seosj 279 ow INSTALL (1) SPEED HUMP , Eaat: 6 j8' WESTWWENDR — j 56' 246' sa» Q Eau Dm 6866 LOCATION #3 LOCATION #4 DWY 8 x601 oWY - oWY - p INSTALL (1) SPEED HUMP. 39' o o Sc" =1 iS 35' 39' 3 15' 6909 15' — - 13' 1_ Dom. 38' INSTALL (1) SPEED HUMP. nee _ 1L DWI L�� 6908 Q —" DWY 960! LOCATION #5 — i N W E NOTE: S CONTRACTORTO INSTALLSPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL . 32' SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION INSTALL (1) SPEED HUMP. AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH 125'I 35' SPEED HUMP LOCATION '.' WESTHA VEN DR. °" 6.,T (5400- 5R00 NAWN 6r. J. LEE 990561 FAWN DR. 1MPSCO NO: 89 K oµJTT0JA LI5/12/99 a 0 0 0 0 0 0 0 0 ci 0 0 0 0 0 0 ci 0 0 LOCATION # 1 INSTALL (1) SPEED HUMP. 8433 [A!1]I 'L 4908 91 1484' WHEELOCK DR 6501EI _ 491 4909 LOCATION #2 (INSTALL (1) SPEED HUMP. i 4712 // 4708 s0' 126' 1�1 WHEELOCK DR. 4700 7 42' 18' p N R 47131 470 W E NOTE: S CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCA TION WHEELOCK DR. 5/12/99 0 0 0 0 D 0 a 0 0 0 0 0 0 0 0 D 0 0 0 INSTALL (1) SPEED HUMP 2804 I 2800 15' 27' WHITEHURST DR. 2800 BLK. I 2805 2801 N W E S 251< I 1' +- it' 1 j> WHITEHURST DR. 10 r 1 2521 I I 2519 2L Iii. 2512 2500 BLK INSTALL (1) SPEED HUMP N W E S NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS FFORT TNKEK EMWEEnw4 2 SPEED HUMP LOCATIONS WHITEHURST DRIVE 2500-2800 BLOCKS wN BT: DATE: PA I APRIL J0. 1999 99 N N LOCATION #1 E LOCATION #31 s s ' 2220 2219 990-8 1t 941 e e e e 52' 12' 38' 61' INSTALL (1) SPEED HUMP. I WINDSOR PL. T 30' <II' WINDSOR PL. 30' 2200 - T- -, t--�-- - -- I ' 110' 1 1138' I 72' 20' .2211j ; 2211; INSTALL (1) SPEED HUMP. LOCATION #2 2024: l 20201 2016 e e NOTE: _ _ 3s' INSTALL (1) SPEED HUMP. CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION 1VILL INSTALL SIGNS AND MARKINGS. II -- _ DEPARTMENT OF TRANSPORTATION WINDSOR PL. 30' � AND PUBLIC WORKS clTr of 2000 ___ _ •- _ _-_ __ _ - N TRAFFIC ENGINEERING FORT WORTH ( SPEED HUMP LOCATION WINDSOR PL. E (1900-2200BLK.) 78' 30' I s DRAWN BY: LEE WORK ORDER 0 e e 990490 20251 2021 x20171 APPROVED BY: I MAPSCO NO: - NOT TO iCALE I DATE: 4/30/99 0 ril 0 0 0 0 0 0 0 a 0 0 0 0 0 ci D LOCATION # 1 30' THISTLEDOWN DR. I. O use O O c0 INSTALL (1) SPEED HUMP I - OW? 20' DWY O WOODSTOCK DR. asoo 6828 6824 LOCATION # 2 30' O [67251 6724 6721 20 15' 6720 18' - A - - 17 I/ A DY 6 116 N j6717j a W E INSTALL (1) SPEED HUMP I. -NOTE: S CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION 1VILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCATION WIND WILLOW DR. (t7OO. 6R01) .Y W J. LEE I 990570 36 L29 0 ci 0 0 0 0 ci 0 a 0 0 0 0 0 a 0 0 0 l INSTALL (1) 1716 1712 SPEED HUMP WILLOW VALE DR. 1700 BLK. LI ____ ____ I I U U 8201 8200 N W E S Ir INSTALL (1) SPEED HUMP 1924 J 1920 I I 18 15' WILLOW VALE DR. 1900 BLK. I 1921 N 1 n W E S NOTE: CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION CITY OF AND PUBLIC WORKS CVTM TR FEK EC&&r' 2 SPEED HUMP LOCATIONS WILLOW VALE DRIVE 1700 -1900 BLOCKS AWN GY bATE, PA APRIL 30,1999 ovEo.9 I DRAb4INGN T OS ALE 990464 0 0 a 0 0 ci 0 0 0 ci 0 0 0 0 0 0 0 0 0 LOCATION #1 3940 ( 3936j 12 13' --� --` INSTALL (1) SPEED HUMP. WOSLEY DR. 39001 53' 13' 3941Ij Ii3937 LOCATION#2 2 3918 p 3912 pp 3908 INSTALL (1) SPEED HUMP. 45' 131' WOSLEY DR, --r 3900 t I -3917 13913 x909 N WE NOTE: S CONTRACTOR TO INSTALL SPEED HUMPS. TRAFFIC SERVICES DIVISION WILL INSTALL SIGNS AND MARKINGS. DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF TRAFFIC ENGINEERING FORT WORTH SPEED HUMP LOCATION WOSLEY DR. ar: J. LEE 990540 w OVED : _ , - MAPSCO NO: City of Fort Worth, Texas Aar andcou"Citcommu"icatio" �� y DATE REFERENCE NUMBER LOG NAME PAGE 7/27/99 **C-17544 20OVERLAY 1 of 2 SUBJECT AWARD OF CONTRACT TO J. L. BERTRAM CONSTRUCTION & ENGINEERING, INC. FOR HMAC SURFACE OVERLAY 99-6 AT SPECIFIED LOCATIONS RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with J. L. Bertram Construction & Engineering, Inc. in the amount of $693,752.00 for 110 working days for HMAC Surface Overlay 99-6. DISCUSSION: In the 1998-99 Contract Major Maintenance Program, various types of street maintenance techniques are grouped into specific contract packages. HMAC Surface Overlay 99-6 provides for surface and base rehabilitation, curb, gutter, and valley gutter replacements for asphalt streets at specified locations funded from the Contract Street Maintenance Fund and the Street Improvements Fund. The following list details the limits for each of the streets included in this project: STREET FROM TO Clearview Drive Old Mansfield Road West Cul-de-sac Friarford Road Kingsmill Terrace Portman Avenue Highwoods Court Highwoods Trail West Cul-de-sac Highwoods Trail Larkspur Lane Boca Raton Boulevard Kingsmill Terrace Friarford Road Patino Road Lark Spur Lane Boca Raton Boulevard South Dead End Portman Avenue Escalante Avenue Friarford Road Ranchview Drive Hulen Street Bellaire Drive South Softwind Terrace South Normandale Street Elsinor Drive Softwind Court Softwind Terrace Cul-de-sac Sutter Street Pershing Avenue Calmont Avenue Tioga Court Softwind Terrace Cul-de-sac Vega Drive 1-20 Service Road Wooten Drive Vega Drive Wedgway Drive Madrid Drive Wichita Street Vaughn Boulevard 287 Service Road Wichita Street Vaughn Boulevard Mitchell Boulevard Woodfield Road Patino Road Friarford Road This project is located in COUNCIL DISTRICTS 3, 4, 5, 6, 7 and 8. This project was advertised for bid on May 20 and 27, 1999. On June 17, 1999, the following bids were received. City of Fort Worth, Texas "avor,and Council COMM uk"iention DATE REFERENCE NUMBER LOG NAME PAGE 7/27/99 **C -'I 7544, 20OVERLAY 2 of 2 SUBJECT AWARD OF CONTRACT TO J. L. BERTRAM CONSTRUCTION & ENGINEERING, INC. FOR HMAC SURFACE OVERLAY 99-6 AT SPECIFIED LOCATIONS BIDDERS AMOUNT J. L. Bertram Construction & Engineering. Inc. $693.752.00 Peachtree Construction $706,525.00 APAC Texas -Inc. $713,300.50 Austin Bridge & Road . $739,684.00 Reynolds Asphalt & Construction $746,317.00 Sutton & Associates, Inc. $756,820.00 The low bidder, J. L. Bertram Construction & Engineering, Inc. is in compliance with the City's M/WBE Ordinance by committing to 18% M/WBE participation and documenting. good faith effort. J. L. Bertram Construction & Engineering, Inc. identified several subcontracting and supplier opportunities on the above listed project. The M'/WBEs contacted in the areas identified did not respond or submit the lowest bid. The City's goal on this project is 20%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Contract Street Maintenance Fund and the Street Improvements Fund. MG:j V Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY (to) Office by: Mike Groomer 6140 APPROVED CITY COUNCIL Originating Department Head: Hugo Malanga 7801 JUL 27 1999 (from) GS93 541200 020930522050 $690,427.00 �/ v J Additional Information Contact: C111 541200 020111053209 $ 3,325.00 Hugo Malanga 7801 City Secretary of the City of Fort Worth, Texas