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024966 - Construction-Related - Contract - Stanfield Enterprises dba S&J Electric
1 1 1 1 1 1 1 1 1 1 1 G 1 1 1 1 1 1 CITY SECRC0NTRACT NO Y pS (4o9 9 fl SCorrFO . CONK ACTOR CONTRACTOR'S BONDING CO. PLANS, crty sc rf SPECIFICATIONS ____ONN MANAGER'S OFFICE AND EN tNt91NG DIV CONTRACT DOCUMENTS TOW _ pil COPY FOR SCHOOL FLASHER IMPROVEMENTS, PHASE 1: LOCATION MAPSCO ILOCATION MAPSCO Stalcup Rd. & Fitzhugh St. 79U Cypress St. & 18`h St. 77B,C Eastland St. & Edgewood Terrace 79W Old Benbrook Rd. & Kermit Ave 73V Village Creek Rd. & Reed St. 79X Little Fox Ln. & Peppertree Ln. 72A I -35W & Biddison St. 91B American Flyer Blvd & Deauville Cir. North 58W College Ave. & W. Myrtle St. 76M Weiler Blvd. & Meadowbrook Dr. 79C Overton Park East & Harlanwood Dr. 75Y Calmont Ave. & Laredo Dr. 73F,K Overton Park West & Glenwood St. 75Y New York Ave. & Colvin Ave. 77T Virgil St. & Anglin Dr. 79W N.E. 37"' & Weber St. 48Z Nashville St. & Avenue D 78K South Hills Ave. & Park Ridge Blvd. 90A Seminary Dr. & 6th St. 90L Dewey St. & Oscar St. 63A Campus Dr. & Seminary Dr. 91M Shackleford St. & Cutter St. 92G Hemphill St. & W. Bewick St. 91A Wichita St. & Martin St. 92F Hemphill St. & Jassamine St. 77S Henderson St. & Shaw St. 90D Wilbarger St & Foard St. 92B Baurline St. & E. 12`h ST. 63Y PROJECT No. C115-020115031074 IN THE CITY OF FORT WORTH, TEXAS APRIL 1999 KENNETH L. BARR BOB TERRELL MAYOR CITY MANAGER HUGO A. MALANGA, P. E. - DIRECTOR JOE S. TERNUS, P.E. - ASSISTANT DIRECTOR TRANSPORTATION AND PUBLIC WORKS A r �^ n J0E S. TERNUS OFF0ClA. uc'E©© i Cc���rCGM�G°J` o pUt'lV:' N, �L`�lA:o S.910NA I�I r J I fl ADDENDUM 1 SCHOOL FLASHER IMPROVEMENTS, PHASE 1 PROJECT No. C115-020115031074 City of Fort Worth. Transportation/Public Works RELEASE DATE: Thursday, April 29, 1999 BIDS TO BE RECEIVED: Thursday, Miy 6,1999 The following additions shall be made to- th appropriate sections of the plans and specifications Oand shall become a part of the Contract Doc,iments. Bidders shall acknowledge receipt of this addendum on the bid proposal and on the outside of the sealed envelope. 0 • PRE -BID CONFERENCE, 3:00 P.M., Tuesday, April 20, 1999: The agenda from the non -mandatory Pre -Bid Conference is attached. The following clarifications apply to the project: 1. Failure to complete work on time will result in liquidated damages. El2. Nothing shall be construed as prohibiting the Contractor from working on Saturdays, Sundays, or holidays if permission is obtained from the City. 0 STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN fl CONSTRUCTION, Item 8— Prosecution and Progress. Paragraph 8.6 — Failure to Complete Work on Time: Add the following before the first paragraph on page 28: a "It is essential that the school flashers at all 28 locations are operational on or before August 2, 1999. Therefore, the liquidated damages for the project will be increased for days all flashers are not operational after August 2, 1999. However, the Contractor will U be awarded additional compensation for completing the project ahead of schedule. The increase to liquidated damages and project bonus amounts are: I I 0 Days Late Amount of Increase In Liquidated Damages Per Day Days Early Total Amount Of Project Bonus Per Day 1 through 7 $100 1 through 7 $100 through 14 $200 8 through 14 $200 1 • through 21 $300 15 through 21 $300 22 and over $400 22 and over $400 0 Page I I I 0 0 C I I I 0 It? Example for 12 days late on $250,000 contract = (12 days * $210) + (7 days * $100) + (5 days * $200) = $4,220 Liquidated Damages Example for 12 days early ompletion on $250,000 contract = (12 days * $200) = $2,400 Bonus Amount PROPOSAL, Page B-3: Paragraphs 5 and 7: Replace "within Ninety 90 Working Dam" with "on or before August 2, 1999." SPECIAL PROVISIONS, Item 1. Scope of Work: Replace Paragraph 1. (b) as follows: "All school flashers shall be operational on or before August 2, 1999." 25 PART E: SPECIFICATIONS: DO METAL POLES: DESIGN STANDARDS, Page 2 of 3, first paragraph: Delete the words "red lead" from the prime coat options. p P 0 APPENDIX: I in 0 0 Cl I 0 I GENERAL NOTES: POLES: Add the following sentences at the end of the note 2: "The Contractor shall furnish and install galvanized metal poles for the project. All poles shall be embedded to a minimum depth of 5.5 feet." Plan Sheet 24 of 33: Replace the attached school flasher plan for South Hills Avenue and Park Ridge Boulevard with the attached plan. Page 2 PRE -BID CONFERENCE AGENDA SCHOOL FLASHER IMPROVEMENTS, PHASE 1 City of Fort Worth Transportation/Public Works Date: Tuesday, April 20, 1999 Time: 3:00 P.M. Place: Traffic Engineering Conference Room G14 1. INTRODUCTIONS: City of Fort Worth Staff Contractors Please sign attendance sheet. 2. BID DATE is Thursday, May 6, 1999. a. Deliver sealed bid documents to Purchasing Department before 1:30 p.m. b. Acknowledge any Addenda on Bid Form. c. Bid security in the amount of 5% of the total bid and a current financial statement must be submitted with the bid. d. Complete "Vendor Compliance to State Law" Form. e. Submit Experience Record and Equipment Schedule. f. Successful bidder will provide Performance and Payment Bonds as well as Insurance Certificate for contract execution. Page 3 0 0 0 0 0 0 0 0 II 0 0 0 0 0 0 0 0 0 0 PRE -BID CONFERENCE AGENDA (Continued) SCHOOL FLASHER IMPROVEMENTS, PHASE I 3. M/WBE REQUIREMENTS: a. The City's M/WBE goal on this project is 9% of the contract amount. b. The M/WBE Utilization Form, Prime Contractor Waiver Form, and/or Good Faith Effort Form must be submitted to Mike Weiss before 12:00 p.m., 5 business days after the bid opening. The three low bidders are encouraged to submit these forms as soon as possible after the bid opening to allow time for discrepancies to be resolved. c. Failure to comply with the City's M/WBE Ordinance will result in the bid being considered non -responsive to specifications. Contact M/WBE Office at (817) 871-6104 with any questions. 4. PROJECT: a. Project will be awarded to one Contractor. b. Contract time will be 90 working days. c. Contractor questions: Page 4 I 0 0 I 0 0 I 0 I I 0 0 Ii 0 I u III CITY OF FORT WORTH SCHOOL FLASHER IMPROVEMENTS, PHASE I PRE -BID CONFERENCE ATTENDANCE SHEET NAME COMPANY PHONE No. FAX No. 1. Barbara Maddox City of Fort Worth TPW 871-8761 871-8941 2. Russ Wiles City of Fort Worth TPW 871-8775 871-8941 3. Mike Weiss City of Fort Worth TPW 871-8485 871-8092 4. Terry Haney S&J Electrical 560-0000 560-0555 5. Dennis Thurston City of Fort Worth Traffic Services 871-7738 6. Russell O'Neal City of Fort Worth Traffic Services 871-7738 7. Joe Radenz City of Fort Worth Traffic Engineering 871-8777 871-8941 8. Lissette Acevedo City of Fort Worth Traffic Engineering 871-8059 871-8941 9. Randy Burkett City of Fort Worth Traffic Engineering 871-8712 871-8941 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. April 20, 1999 0 Page 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approved: Approved: A. Douglas Rademaker, P.E. Director, Department of Engineering Frank Crumb, P.E. igineering Manager, Water Department Approved: QILJ t5 George Behmanesh, P.E. Assistant Director, Transportation and Public Works Department Approved: Joe emus, P.E. As ' tant Director, Transportation and Public Works Department 0 0 0 ci 0 0 0 0 0 0 0 a 0 0 0 0 El a 0 TABLE OF CONTENTS Part A Notice to Bidders Special Instructions to Bidders Part B Proposal Vendor Compliance to State Law Minority and Women Business Enterprise Specifications Part C General Conditions (See City of Fort Worth Standard Specifications For Street and Storm Drain Construction, Part I. General Provisions) Part D Special Provisions Part E Specifications Installation of School Flashers Pentachlorophenol Pressure Treated Poles Metal Poles Silicone Joint Sealing for Concrete Pavement Part F Certificate of Insurance and Bonds Certificate of Insurance Contractor Compliance With Worker's Compensation Law Equipment Schedule Experience Record Performance Bond Payment Bond Part G Contract Appendix: General Notes Quantity Estimates Plans Standard Details I 0 II I I 0 0 0 0 0 0 0 I 0 0 0 0 0 PART A NOTICE TO BIDDERS AND SPECIAL INSTRUCTIONS TO BIDDERS 0 0 NOTICE TO BIDDERS a 0 0 0 0 0 Sealed proposals for the following SCHOOL FLASHER IMPROVEMENTS, PHASE I: LOCATION MAPSCO LOCATION MAPSCO Stalcup Rd. & Fitzhugh St. 79U Cypress St. & 18`'St. 77B,C Eastland St. & Edgewood Terrace 79W Old Benbrook Rd. & Kermit Ave 73V Village Creek Rd. & Reed St. 79X Little Fox Ln. & Pe entree Ln. 72A I -35W & Biddison St. 91B American Flyer Blvd & Deauville Cir. North 58W College Ave. & W. Myrtle St. 76M Weiler Blvd. & Meadowbrook Dr. 79C Overton Park East & Harlanwood Dr. 75Y Calmont Ave. & Laredo Dr. 73F,K Overton Park West & Glenwood St. 75Y New York Ave. & Colvin Ave. 77T Virgil St. & Anglin Dr. 79W N.E. 37`h & Weber St. 48Z Nashville St. & Avenue D 78K South Hills Ave. & Park Ridge Blvd. 90A Seminary Dr. & 6"' St. 90L Dewey St. & Oscar St. 63A Campus Dr. & Seminary Dr. 91M Shackleford St. & Cutter St. 92G Hemphill St. & W. Bewick St. 91A Wichita St. & Martin St. 92F Hemphill St. & Jassamine St. 77S Henderson St. & Shaw St. 90D Wilbar er St & Foard St. 92B Baurline St. & E. 12`h ST. 63Y The project consists of the complete installation of 28 school flashers. Bids should be addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas and will be received at the Purchasing Office until 1:30 P.M., Thursday, May 6, 1999 and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Transportation and Public Works Department, Second Floor, Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of $20.00, such deposit will be refunded if the documents are returned in good condition within (10) days after bids are opened. Additional sets may be purchased on a nonrefundable basis for twenty dollars ($20.00) per set. These documents contain additional information for prospective bidders. D A non -mandatory Pre -Bid Conference will be held at 3:00 P.M.. Tuesday. April 20. 1999 in Room G14 of the Public Safety Building (north of the Municipal Building). All bidders are encouraged to attend. Bid security is required in accordance with the Special Instruction to Bidders. 9 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. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the 0 Transportation and Public Works Department at (817) 871-7800. In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the O Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. For additional information, contact Mr. Mike Weiss at (817) 871-8485. QAdvertising Dates: April 1. 1999 April 8. 1999 By: e S. Ternus, P.E. j f Assistant Director, T/PW 0 0 I 0 0 0 SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five (5%) percent 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 exceed the amount shown on the treasury list or one -tenth (1/10) the total capital and surplus. 0 2. PAYMENT, PERFORMANCE, AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish Performance, Payment and Maintenance Bonds, all in a sum equal to the amount of the contract awarded. The form of the bond shall be as a herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. In order for a surety to be acceptable to the City, (1) the name of the surety 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 one -tenth (1/10) of the total capital and Q surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas. No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which Q are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the City. 0 A Payment Bond and Maintenance Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. A Performance Bond shall also be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. a a 0 0 0 0 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 Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 5. EMPLOYMENT: All bidders will be required to comply with City 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. 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. I Special Instructions to Bidders Page 1 of 7 a I 0 a I 0 0 0 0 I 0 0 0 0 0 a 0 7. FINANCIAL STATEMENT: A current certified financial statement is required by the Transportation and Public Works Department for use by the CITY OF FORT WORTH in determining the successful bidder. This statement 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 Worker's Compensation and Comprehensive General Liability (Bodily Injury -$250,000 each person, $500,000 each occurrence; Property Damage - $300,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid non -responsive. Upon request, Contractor agrees to provide 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 misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in 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. 0 Special Instructions to Bidders Page 2 of 7 0 0 0 a ci a El 0 El D a D 0 a I 0 0 0 11. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder based on the total amount bid for all units of the project (all base bids and all alternate bids). 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% 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. 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 Transportation/Public Works Department at (817) 871-7800. 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 1. 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. 2. 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. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. 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. 0 Special Instructions to Bidders Page 3 of 7 0 0 5. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: 0 (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 D(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 0 ends during the duration of the project. 6. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter 7. 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. 8. 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. Uproject, 9. The Contractor shall contractually require each person with whom it contracts to provide services on a to: (a) 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; (b) 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; O (c) 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; (d) obtain from each other person with whom it contracts, and provide to the Contractor: U (1) a certificate of coverage, prior to the other person beginning work on the project; and o (2) 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; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (f) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 0 Special Instructions to Bidders Page 4 of 7 0 0 0 0 a 0 0 ci I Lii a LII 0 a 0 [NJ 0 I (g) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative, criminal, civil penalties or other civil actions. 11.. 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 breach 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 tither 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. 0 Special Instructions to Bidders Page 5 of 7 0 0 16. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, Contractor covenants that neither it nor any of its officers, members, agents, 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. 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 Ij maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless fl 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 with UUU Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or current employees of Contractor. Contractor 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 performance of this Contract. Revised April 5, 1999 0 D 0 0 0 0 F' 0 Special Instructions to Bidders Page 6 of 7 0 0 0 0 a a 0 111 0 ci D 0 It a a III 0 0 CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 1999 CLASSIFICATION AIR TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FINISHER (PAVING) CONCRETE FINISHER (STRUCTURES) CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUILDER (STRUCTURES) FORM LINER (PAVING & CURB) FORM SETTER (PAVING & CURB) FORM SETTER (STRUCTURES) LABORER, COMMON LABORER, UTILITY MECHANIC OILER SERVICER PAINTER (STRUCTURES) PIPELAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE BROOM OR SWEEPER OPERATOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERATOR (CRAWLER MOUNTED) FOUNDATION DRILL OPERATOR (TRUCK MOUNTED) FRONT END LOADER RATE $9.00 $9.55 $8.80 $11.51 $10.30 $10.50 $9.83 $8.84 $15.37 $7.55 $9.83 $9.00 $9.24 $9.09 $7.32 $8.94 $12.68 $10.17 $9.41 $11.00 $8.98 $11.50 $10.29 $10.30 $8.72 $10.74 $9.25 $11.13 $10.42 $9.00 $10.39 $10.50 $9.92 $11.04 $10.00 $11.83 $9.96 CLASSIFICATION MILLING MACHINE OPERATOR MIXER (OVER 16 CF) MOTOR GRADER OPERATOR (FINE GRADE) MOTOR GRADE OPERATOR PAVEMENT MARKING MACHINE ROLLER, STEEL WHEEL (PLANT -MIX PAVEMENTS) ROLLER, STEEL WHEEL (OTHER (FLATWHEEL OR TAMPING) ROLLER, PNEUMATIC SELF- PROPELLED SCRAPER SCRAPER TRACTOR -CRAWLER TYPE TRACTOR -PNEUMATIC TRAVELING MIXER WAGON -DRILL, BORING MACHINE REINFORCING STEEL SETTER (PAVING) REINFORCING STEEL SETTER (STRUCTURAL) STEEL WORKER -STRUCTURAL SPREADER BOX OPERATOR WORK ZONE BARRICADE TRUCK DRIVER -SINGLE AXLE (LIGHT) TRUCK DRIVER -SINGLE AXLE (HEAVY) TRUCK DRIVER -TANDEM AXLE (SEMI -TRAILER) TRUCK DRIVER-LOWBOY/FLOAT TRUCK DRIVER -TRANSIT MIX TRUCK DRIVER -WINCH VIBRATOR OPERATOR (HAND TYPE) WELDER RATE $8.62 $10.30 $11.97 $10.96 $7.32 $9.06 $8.59 $8.48 $9.63 $10.58 $9.15 $8.83 $12.00 $13.21 $13.31 $14.80 $10.00 $7.32 $8.965 $9.02 $8.77 $10.44 $9.47 $9.00 $7.32 $11.57 flSpecial Instructions to Bidders Page 7 of 7 0 I a a a 0 a 0 0 0 D I G a 0 0 I D PART B PROPOSAL VENDOR COMPLIANCE TO STATE LAW M/WBE FORMS 0 0 PROPOSAL 0 TO: Mr. Bob Terrell City Manager Fort Worth, Texas FOR: SCHOOL FLASHER IMPROVEMENTS PHASE I AT TWENTY-EIGHT LOCATIONS 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 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 Transportation and Public Works of the fl City of Fort Worth. 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 City of Fort Worth for performing and completing said work O within the time stated and for the following sums, to -wit: PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL ITEM QUANTITY PRICE AMOUNT BID 0 1. 1 LS. MOBILIZATION $ $ O ©OO 2. 6 EA. FURNISH AND INSTALL TYPE 2 FLASHER 3*10(00,"' UNIT $ $ 0 3. 57 EA. FURNISH AND INSTALL TYPE 3 FLASHER UNIT $ $ 3&)q80.' 4. 28 EA. FURNISH AND INSTALL SMALL GROUND BOX WITH LID $ a0O,2° $ (OpO^' 5. 2,225 LF. FURNISH AND INSTALL 1-1/4" SCHEDULE /I 133 40 PVC CONDUIT (TRENCHED) $ $ 350 UMETAL 6. 1,720 LF. FURNISH AND INSTALL 1-1/4" RIGID PVC CONDUIT $ 8 $ l 7(ob.- 7. 235 LF. FURNISH AND INSTALL 1-1/4" SCHEDULE 40 PVC CONDUIT (BORED) $ a s.- $ 8. 24,995 LF. FURNISH AND INSTALL OVERHEAD #6 TRIPLEX $ < $ RJR RO o_o 9. 4,345 LF. FURNISH AND INSTALL 2- #8 BLACK $ I. $D $ 17. ' 10. 4,345 LF. FURNISH AND INSTALL 1 - #8 WHITE $ $ 3 8 11. 9 EA. FURNISH AND INSTALL TYPE 6 METAL SIGNAL POLE $ 1pbOT' $ Op� D B-1 •0 0 0 0 0 0 0 a 0 0 0 £ 0 0 D Q 0 ci 0 0 PROPOSAL FORM (Continued PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL ITEM QUANTITY PRICE AMOUNT BID 12. 52 EA. FURNISH AND INSTALL WOOD POLE $ , OO oo $ 31- A OO 13. 25 EA. FURNISH AND INSTALL ELECTRICAL p o0 00 1) SERVICE $ $ 50. 14. 1 LS. INSTALLATION OF TRAFFIC SIGNAL MISCELLANEOUS $ _. $ S. 1Oo ___ 15. 27 EA. INSTALL SCHOOL FLASHER CABINET �p AND PAGER UNIT $ 500. $13,CAD."' TOTAL BID $ a 4't ,'-141, 25 ��r? CONTRACTOR WILL BE SELECTED ON BASIS OF TOTAL BID FOR ALL PAY ITEMS. 0 This contract is issued by an organization which qualifies for exemption pursuant to the provision 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. fl The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges at the time of executing the contract. 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 Ninety (90) fl 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. jJ 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 and other bonds required by the Contract Documents for the faithful performance of this Contract. The a ached u lI e in the amount of 5% in the sum of fl WO I^tuu>?CS? TowCs�j Drow2 wrD D Rte a, I5ITaS (a4444 yq! _ 2S' ) 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. The Bidder agrees to begin construction within 10 calendar days after issue of the work order,. and to complete the contract within Ninety (90) Working Days after beginning construction as set forth in the written work order to be furnished by the Owner. (Uwe), 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: 0 Addendum No. 1 (Initials) � —` Addendum No. 3 (Initials) Addendum No. 2 (Initials) Addendum No. 4 (Initials) Respectfully submitted: D 0 0 (SEAL) Date J ( Av6t ?p -` 1 0 I] Title: fgES=t)s 1-r Address: t'. d.�X !1S4P -r: Wet�rx. c 76121 Telephone: ($l7) S(csO O 000 B-3 El VENDOR COMPLIANCE TO STATE LAW a 0 The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out -of -State contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for O 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 too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The O appropriate blanks in Section A must be filled out by all out -of -State or nonresident bidders in order for your bid to meet specifications. The failure of out -of -State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident vendors in (give State), our principal place of business, are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident 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. NX 0 BIDDER: ci?T'A►1Cz L ) $re . ES Y L. v sc.T ZNe . By: EOXTH C1≤TLW C%GLD (Please print) U. 'P• O. % l 9 l S 1(D Signature: /Q_J 0 r. L!ogxk . ( x 7h lal Title: E5Zb_�l City State Zip (Please print) 0 THIS FORM MUST BE RETURNED WITH YOUR QUOTATION El 0 El 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 M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000, the MIWBE 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 9% 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 MIWBE 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 aI' fl City of Fort Worth Minority and Women Business Enterprise Specifications n MBE/WBE UTILIZATION IISTANFIELD ENTERPRISES, INC. DBA S & J ELECTRIC, 05/10/9.9 PRIME COMPANY NAME BID DATE SCHOOL FLASHER IMPROVEMENTS, PHASE 1 C115-020115031074 OJECT NAME PROJECT NUMBER ITY'S bI/WBE PROJECT GOAL: 9 % IM/WBE PERCENTAGE ACHIEVED: ATTACHMENT 1A Page 1 of 2 ailure 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 eing considered non -responsive to bid specifications. The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this hedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing I isrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to specifications. F L Company Name, Contact Name, Address, and Telephone No. Certified Specify All Contracting Scope of Work (*) Specify All Items to be Supplied(*) u`- tCL Dollar Amount � z 0 ° x ~x SWOFFORD ELEC. SUPPLY X GENERAL ELEC. SUPPLIES 1ST 12,100.00, 1160 W GREAT SWPKWY W- GRRAIRIE TX II M/WBEs must be located in the 9 (nine) county marketplace or currently doing business in the marketplace at the time of bid. I `) Specify all areas in which MWBE's are to be, utilized and/or items to be supplied: liorder to receive credit toward the MM/BE goal. A Complete listing of items to be supplied is required in **) Identify 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 151 tier, a payment by a subcontractor to its supplier is considered 2n° tier. 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 II Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department ui �7 City of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION ATTACHMENT 1A Page 2 of 2 Company Name, Contact Name, Address, and Telephone No. Certified Specify All Contracting Scope of Work (*) Specify All Items to be Supplied(*) . fn i Dollar Amount v V Z .. ~' X Zy 2 OThe bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/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, UState 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. 0 ALL MBEs and WB s MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD ccW . tc'4 9--E 10 \ 7 l -A �'- z7t lam' 1 g 4Y) Authorized Signature Printed Signature PRESIDENT itle STANFIELD ENTERPRISES, INC. DBA Contact Name and Title (if different) S & J ELECTRIC, INC. (817)560-0000 Company Name Telephone Number (s) P.O. BOX 121516 (817) 560-0555 -Address Fax Number FORT WORTH, TX 76121 05/10/99 City/State/Zip Code Date a d THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department ATTACHMENT 1B Page 1 of 1 - City of Fort Worth Minority and Women Business Enterprise Specifications Prime Contractor Waiver Li STANFIELD ENTERPRISES, S & J ELECTRIC, INC. SCHOOL FLASHER IMPROVEMENTS, D J El ci ci Prime Company Name 05/06/99 Project Name C1 1 5-0201 1 5031 074 Bid Opening Date Project Number PHASE 1 If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If - the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Managing Department on or before 5:00 p.m.. five (5) City business days after bid opening, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? _Yes No - If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of •' your business. Will you perform this entire contract without suppliers? X Yes . No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and/or WBE(s) on this contract, the payment therefore .and any proposed changes to the original MBE(s) and/or WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepr sentation of facts will be, grounds for terminating the contract or debarment from City work for 4 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. E l) l7 X1-1 Authorized Signature Printed Signature PRESIDENT Title STANFIELD ENTERPRISES, INC. DBA S & J ELECTRIC Company Name P.O. BOX 121516 Address ci U. Contact Name (if different) (817) 560-0000 Contact Telephone Number (s) (817) 560-0555 Fax Number Rev. 6/2/98 NJ ATTACHMENT 1C Page 1of3"_ City of Fort Worth Minority and Women Business Enterprise GOOD FAITH EFFORT STANFIELD ENTERPRISES, INC DBA S & J ELECTRIC 05/06/99 Prime Company Name SCHOOL FLASHER IMPROVEMENTS, PHASE 1 Project Name Bid Date C115-020115031074 Project Number it you nave taiiea to secure m/wtst participation ana you nave suocontracting anaior supplier opportunities or n your M/WBE participation Is less than the City's project goal, you must complete this form. If the bidder's method of compliance with the MIWBE 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, intentiona! and/orY knowing misrepresentation the facts or intentional discrimination by the bidder. v , 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. -- ` 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF FIRMS) which will be used in the completion of this project, regardless of whether it is to be provided by a MIWBE or non- M/WBE. . List of: (Use additional sheets, if necessary) Subcontracting Opportunities List of: Supplier Opportunities TRAFFIC SIGNAL EQUIPMENT GENERAL ELECTRICAL SUPPLIES ci__________ __________ ci_____ ci ci PPV R/9jQR ATTACHMENT IC Page 2 of 3 2.) Did you obtain a current list of M/WBE 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. CONTACTED CITY OF FT. WORTH RE: M/WBE X Yes LIST & WAS INFORMED THAT THIS WAS THEDate of Listing 01 / 21 / 99 No MOST RECENT LIST & THAT IT IS ONLY UPDATED EVERY 4 MONTHS. 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? X Yes If yes, attach M/WBE mail listing to include name of firm and address and a dated No . copy of letter mailed. CONTACTED SWOFFORD ELEC. SUPPLY BY PHONE PRIOR TO BID OPENING 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? Yes If yes, attach list to include name of MIWBE firm, person contacted, X No phone number and date and time of contact. NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed. - - NOTE: If a SIC list of M/WBE is ten or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If a sic list of M/WBE is more than ten, the bidder must contact at least two-thirds of the list but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential MIWBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? Yes NoN/A 6.) If MIWBE 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.) (Pleasuse additional sheets_ if necessary and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection N/A ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MIWBE participation on this project. ' Rev. 6/2/98 ATTACHMENT IC Page 3 of 3 THIS JOB WILL BE DONE BY S & J LOABORERS & S & J EQUIPMENT. ALSO, SOME OF THE MATERIAL WILL BE FURNISHED BY THE CITY OF. FORT WORTH. 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 was/were contacted in good faith. Attachment IC will be contacted and the City's M/WBE Office. uthorized Signature PRESIDENT Title STANFIELD ENTERPRISES, INC DBA S & J ELECTRIC, Company Name P.O. BOX 1 21 51 6 Address FORT WORTH, TX 76121 City/State/Zip information provided and the M/WBE(s) listed It is understood that any M/WBE(s) listed in the reasons for not*using them will be verified by L 1) > 71-f ;; - c 7 1 /U 1z / cam. L -i0 Printed Signature Contact Name and Title (if different) (817) 560-0000 Telephone Number(s) (817) 560-0555 Fax Number 05/10/99 Date Rev. 6/2/98 an^ -21-99 02:56P City Fort Worth MWBE 8178716185 P.01 Q FoKTWOkTH January 21, 1998 Edith Stanfield S & J Electrical LI 7108 Albert Avenue Fort Worth, Texas 76116 Dear Edith Stanfield: Per your request, the enclosed listing is to assist you in your efforts to -utilize M/WBE sub -contractors and/or suppliers in the following commodities: Items Requested J Electrical Suppliers Currently, we do not have M/WBE's certified in the following categories requested: Q Traffic Systems Supplier; Traffic Pole Suppliers If you need additional assistance, please contact our office at your earliest convenience. LiSincerely, Beatrice Taylor Administrative Secretary f!] CITY MANAGER'S OFFICE MINORITY/WOMEN BUSINESS ENTERPRISE THE CITY OF FORT WORTH * 1000 THROCKIIORTON STRE:F.f * FORT WORTH, TEXAS 76102 (817) 871-6104 * FAX (817) 871-6185 OPrintrd nn recycled par V F- U W J •� 3 w. 0 y ►pip p p - pYep_4 p- cu ref. pRc:a [ a[ i- 1 - I -'----1-- - f-rL t - 3 3 .a.: State of Texas Historically Underutilized Business Certification Program The General Services Commission hereby certifies that as of April 2, 1997 SWOFFORD ELECTRIC SUPPLY CORPORATION has successfully met the requirements as established by the State of Texas as a Minority/Woman Owned Business K� o Certilicate/VID Number: ,��• � . 1751297378900 Expiration Daic: 1999 �' Cb Rota ega, Director + ,.► Business Services 512-463-5872 (This certificate is VOID upon extension of certifcation, determination of ineligibility, transfer of ownership, business closure, etc.) printed on racyctedpapiw M• 1 fl S & J ELECTRICAL SERVICE 4 j mn ©E O P.O. Box 121516 FORT WORTH, TEXAS 76121 (817) 560-0000 FAX (817) 560-0555 TO........._..C,I TY.....OF..... FORT.....WORTH................_...._...._................................................_..._.........._... 1000 THROCKMORTON fl FORT WORTH,, TX 7,61.P..2 0 2 ......._............................................._.............,................,............_................................ JOB NO. MIKE' WEISS SCHOOL FLASHER IMPROVEMENTS PHASE 1 WE ARE SENDING YOU C.Attached ❑ Under separate cover via ❑ Shop drawings El Prints El Plans ❑ Samples El Copy of letter El Change order fj SEE LIST BELOW O____ _______ ____ U U the following items: El Specifications COPIES DATE NO. DESCRIPTION 1 05/12/99 MINOR'I'TY INFORMATION THESE ARE TRANSMITTED as checked below: El For approval El Approved as submitted ❑ Resubmit JI El For your use El Approved as noted ❑ Submit U> Xl As requested El Returned for corrections El Return ❑ For review and comment El ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS U 0 U flCOPY TO SIGNED:_______________________________ Li If enclosures are not as noted, kindly notify us at once. _ copies for approval copies for distribution corrected prints u 0 0 a a 0 a 6 0 LII I SPECIAL PROVISIONS FOR: SCHOOL FLASHER IMPROVEMENTS. PHASE is LOCATION MAPSCO LOCATION MAPSCO Stalcup Rd. & Fitzhugh St. 79U Cypress St. & 18'h St. 77B,C Eastland St. & Edgewood Terrace 79W Old Benbrook Rd. & Kermit Ave 73V Village Creek Rd. & Reed St. 79X Little Fox Ln. & Peppertree Ln. 72A I -35W & Biddison St. 91B American Flyer Blvd & Deauville Cir. North 58W College Ave. & W. Myrtle St. 76M Weiler Blvd. & Meadowbrook Dr. 79C Overton Park East & Harlanwood Dr. 75Y Calmont Ave. & Laredo Dr. 73F,K Overton Park West & Glenwood St. 75Y New York Ave. & Colvin Ave. 77T Virgil St. & Anglin Dr. 79W N.E. 37`h & Weber St. 48Z Nashville St. & Avenue D 78K South Hills Ave. & Park Ridge Blvd. 90A Seminary Dr. & 6`h St. 90L Dewey St. & Oscar St. 63A Campus Dr. & Seminary Dr. 91M Shackleford St. & Cutter St. 92G Hemphill St. & W. Bewick St. 91A Wichita St. & Martin St. 92F Hemphill St. & Jassamine St. 77S Henderson St. & Shaw St. 90D Wilbarger St & Foard St. - 92B Baurline St. & E. 12`h ST. 63Y TABLE OF CONTENTS 1. Scope of Work 2. Easements 3. Contract Award 4. Project Completion 5. Increase or Decrease in Quantities 6. Termination 7. Reference Specifications 8. Bid Submittal 9. Warranty 10. Construction Staking 11. Traffic Control 12. Payment 13. Delays 14. Detours and Barricades 15. Parkways 16. Disposal of Spoil/Fill Material 17. Zoning Compliance 18. Clearing and Grubbing 19. Final Cleanup 20. Quality Control Testing 21. Property Access 22. Construction Schedule 23. Safety Restrictions — Work Near High Voltage Lines 24. Water Department Pre -Qualification Requirements 25. Right To Audit 26. Trench Safety 27. Subsidiary Work 28. Substitutions 29. Temporary Soil Erosion, Sediment and Water Pollution Control 30. Existing Utilities 31. Construction 0 Special Provisions D-1 0 4 0 0 d L] a D 0 d 0 SPECIAL PROVISIONS 1. SCOPE OF WORK: The work covered by these plans and specifications consists of the construction of 28 school flashers and all other miscellaneous items of construction to be performed as outlined in the Plans and Specifications which are necessary to satisfactorily complete the work. AWARDING OF CONTRACT AND WORKING DAYS: (a) Contract may not necessarily be awarded to the lowest bidder. The City Engineer shall evaluate and recommend to the City Council the best bid which is considered to be in the best interest of the City. The contract will be awarded to the lowest responsive and responsible bidder. (b) The number of working days shall be 90. 2. EASEMENTS: Contractor shall verify locations of all utilities and right-of-way easements as required. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 3. CONTRACT AWARD: Contract will be awarded to the lowest responsive and responsible bidder. 4. PROJECT COMPLETION: The Contractor agrees to complete the Contract within the allotted number of calendar days. If the Contractor fails to complete the work within the number of working 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. 5. INCREASE OR DECREASE IN OUANTITIES: It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. When the quantity of work to be done or materials to be furnished 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 quantity stated in the Contract. When the quantity of the work to be done or materials to be furnished under any major pay item of the Contract is less than 75% of the quantity stated in the Contract, whether stated by Owner or by Contractor, then either party to the Contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the Contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this Contract. A major pay item is defined as any individual bid item included in the Proposal that has a total cost equal to or greater than 5 percent of the original Contract. 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 Transportation and Public Works 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 Transportation and Public Works Department 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 0 Special Provisions D-2 U a 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 with the actual field cost as herein specified upon request, the Contractor shall provide the Director of Transportation and Public Works access to all accounts, bills and vouchers relating thereto. 6. TERMINATION: 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. 7. REFERENCE SPECIFICATIONS: This Contract and project are governed by the following published specifications (latest edition), except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH OA copy of these specifications may be purchased at the Office of the Department of Transportation and Public Works, 1000 Throckmorton Street, 2"d Floor, Municipal Building, Fort Worth, Texas 76102. The applicable specifications are indicated on the plans and in the Contract Documents. General Provisions shall be those of the City of Fort Worth document rather than Division 1 of the North Central Texas document. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS STREETS AND BRIDGES, TEXAS DEPARTMENT OF TRANSPORTATION 8. BID SUBMITTAL: 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 O Documents intact may be grounds for designat' g bids as "nonresponsive" and rejecting bids or voiding Contract as appropriate and as determined by Director of the Transportation and Public Works Department. 9. WARRANTY: The Contractor shall be responsible for defects it? this project due to Contractor's faulty IJ materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth. The Contractor will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 10. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City (if required) as outlined on page 17, Standard Specifications for Street and Storm Drain Construction, City of Fort Worth. 11. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d 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 Department, Traffic Services Division (phone number 871-8100), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the Special Provisions D-3 U 0 0 0 b 0 9 0 0 II rI 0 permanent sign can be reinstalled the Contractor shall again contact the Traffic Services Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Traffic control will not be paid for directly, but shall be considered subsidiary to the various bid items of the contract. 12. PAYMENT: The Contractor will receive full payment from the City for all work. 13. 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 fmal and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the Contract. 14. 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 be responsible for installing all construction signs, signals, and markings necessary to provide adequate traffic controls for purposes of construction. 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. The furnishing, placing, and maintaining of barriers and warning and/or detour signs by the Contractor will not be paid for directly, but shall be considered subsidiary to the various bid items of the contract. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1." 15. PARKWAYS: It is required that all parkways be excavated and shaped as required at the same time the school flashers are constructed. Excess excavation will be disposed of at locations approved by the Engineer. Any parkway shaping is subsidiary to the unit price bid for school flasher construction. 16. 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 Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 11998). All disposal sites must be approved by the Administrator to ensure the filing is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, 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. J Special Provisions D-4 U LPAY ITEMS: SCHOOL FLASHER INSTALLATIONS: The bid items consist of new school flasher installations in Q accordance with the plans and specifications. Measurement and payment shall be on the basis of the unit prices bid and shall be total compensation for furnishing all materials, tools, equipment, labor, and any incidentals necessary to complete the work. School flasher installation shall be performed with new equipment; and some of the major equipment shall be furnished by the City of Fort Worth. The Contractor shall receive this equipment at the City's warehouse located at 3409 Harley Ave. and transport and install it at the project site as required. Any salvaged or unused equipment shall be delivered to the City's warehouse. SCHOOL FLASHER LOCATIONS: Following is a summary of the 28 proposed school flasher locations (see location maps in Appendix). Q L d 0 a 0 0 Location MAPSCO No. School Stalcup Rd./Fitzhugh 79U Dunbar Middle Eastland St./Edgewood Ten. 79W A.M. Pate Elementary Village Creek Rd./Reed St. 79X A.M. Pate Elementary IH-35W/Biddison St. 91B Worth Heights Elementary College Ave./MorphAve.fMorphy St. 76M DeZavala Elementary Overton Park East/Harlanwood Dr. 75Y Tanglewood Elementary Overton Park West/Harlanwood Dr. 75Y Tanglewood Elementary Virgil St./Anglin Dr. 79W A.M. Pate Elementary Nashville St./Avenue C 78K Williams Middle Seminary Dr./6`s St. 90L Rosemount Middle Campus Dr./Seminary Dr. 91M O.D. Wyatt High Hemphill St./W. Bewick St. 91A Our Lady of Victory Hemphill St./Jassamine St. 77S Daggett Elementary Wilbarger St./Foard St. 92B Oakland Elementary Cypress St./18t St. 77B,C Terrell Elementary Old Benbrook Rd./Kermit Ave. 73V Merrett Elementary Little Fox Ln./Peppertree Ln. 72A Blue Haze Elementary American Flyer Blvd./Deauville Cir. N. 58W Tannihill Intermediate Weiler Blvd./Meadowbrook Dr. 79C Eastern Hills Elementary Calmont Ave./Laredo Dr. 73F Western Hills Elementary New York Ave./Colvin Ave.. 77T Mornin side Elementary N.E. 37"'/Weber St. 48Z Moore Elementary South Hills Ave./Park Ridge Blvd. 90A Applied Learning Academy Dewey St/Oscar St. 63A Diamond Hills Elementary Shackleford St./Cutter St. 92G Glen Park Elementary Wichita St./Martin St. 92F Glencrest Middle Henderson St./Shaw St. 90D Clarke Elementary Baurline St./E. 12t° St. 63Y Williams Elementary Special Provisions D-9 El 0 Ii Q a 0 D Li 0 e a PART E SPECIFICATIONS The City of Fort Worth's "Standard Specifications for Street and Storm Drain Construction " will govern this project, except as modified by the Contract Documents and the plans. A copy of these Standard Specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2"d Floor, Municipal Building, Fort Worth, TX 76102. "Standard Specifications for Public Works Construction ", latest edition, as published by the North Central Texas Council of Governments (NCTCOG) shall cover any remaining items not included by the Fort Worth or TxDOT Standard Specifications or modified specifically by the plans or Contract Documents. ci 0 D 0 e 0 Q 0' 0 0 p 0 0 ci PART E (Continued) INDEX OF SPECIFICATIONS FOR INSTALLATION OF SCHOOL FLASHERS 1.0 ELECTRICAL SERVICE 2.0 CONDUIT 3.0 CABLE 4.0 GROUNDING 5.0 CONCRETE FOUNDATIONS FOR SIGNAL STRUCTURES 6.0 FLASHER HEADS 7.0 SAMPLING AND TESTING 8.0 WARRANTIES / GUARANTEES 9.0 MAINTENANCE DURING CONSTRUCTION 10.0 MEASUREMENT AND PAYMENT 11.0 EXPERIENCE AND QUALIFICATIONS 12.0 INSTALLATION OF SCHOOL FLASHERS MISCELLANEOUS 0 Installation of School Flashers Page 1 of 12 0 0 3.1.3 All cables in a given conduit run shall be pulled at the same time and the a conductors shall be assembled to form one loop in such a manner that the pulling tension is distributed to all the cables. Ldpg, hard pulls will necessitate the use of pulling eyes. For short runs, the cablesilmay be gripped directly by the 9 conductors by forming them into a loop to which; the pull wire or rope can be attached. The insulation on each conductor shall be removed before the loop is formed. The method used will depend on the anticipated maximum pulling tension in each case. 3.1.4 In some instances, existing conduits which contain signal cable are to be used for the installation of new cables. In such locations, where new cables are to replace all existing cables, the existing cables my be used to pull in the new 0 cables. At locations where new cables are to bq added to existing cable runs, the existing cables shall first be pulled out, then rdplaced, adding the new cables to the existing cables to form one cable pull. Installation shall be done in such a way as to prevent damage to the existing and/or new cables. In the event of damage, the Contractor shall bear the responsibility of material and labor for replacement of defective cables. 3.1.5 The manufacturer's recommended maximum pulling tensions shall not be exceeded under any circumstances. If so required by the Engineer, the fl Contractor shall insert a dynamometer in the pull wire as the cables are being pulled into the conduit to demonstrate that the maximum tensions are not being exceeded. The cable shall be fed freely off the reel into the conduit without fl making a reverse curve. At the pulling end, the pull wire and cables shall be drawn from the conduit in direct line with the conduit. Sheaves or other suitable devices shall be used as required to reduce any hazards to the cable during fl installation. The cables shall be adequately lubricated to reduce friction and further minimize possible damage. Such lubricants shall not be the grease or oil type used on lead sheathed cables, but shall be one of several commercially fl available wire pulling compounds that are suitable for PVC sheathed cables. Li They shall consist of soap, talc, mica, or similar materials and shall be designed to have no deleterious effect on the cables being used. U 3.1.6 The cables shall be neatly trained to their destinations in manholes,cabinets, pole bases, pull boxes, and all other terminations. The cable manufacturers recommended values for the minimum bending:, radii to which cables may be u bent for permanent training during installation shall be adhered to. These limits do not apply to conduit bends, sheaves or othercurved surfaces around which Othese cables may be pulled under tension while".being installed. Larger radius bends are required for such conditions. ii I 9 Installation of School Flashers Page 4 of 12 0 D3.2 Wire and Cable D 3.2.1 All wire and cable shall be IMSA rated and conform to the requirements shown on the plans, except wire and cable specifically covered by other items of this contract. Electrical conductors shall be annealed Copper. The minimum size of conductors shall be as indicated on the plans. All insulated conductors for 120 VAC circuits shall be rated for 600 volts and marked in accordance with UL and NEC requirements. All power common wires shall,have white insulation and the power positive shall have black insulation. U(polyethylene 3.2.2 Multiconductor signal cable shall meet the requirements of IMSA 20-1 jacket, 600V rating, straight lay). D 3.2.3 Loop detector lead-in cable shall be a single four (4) conductor No. 18 AWG, jell - filled, shielded cable. One (1) cable shall service each loop where practical. 3.3 School Flasher Cabinet 3.3.1 Wiring to the cabinet shall consist of connecting: 41) wires to flashers, (2) power wires, and (3) ground wires. At the cabinet, the stranded conductors from the D field shall be stripped back and insulated with solderless lugs crimped to wire. These "lugs" shall be inserted under the binder head screw and tightened securely. 3.3.2 All field wiring in cabinets shall be neatly installed. Incoming cables shall be fl trained to their destination and neatly laced together. All spare wires shall be L,J trimmed, and neatly coiled with the ends taped. the ground wires shall be tied together in the bottom of the controller. 3.4 Flasher Head Wiring fl Wiring for the flasher head shall consist of connecting the pigtail in each signal IO section to the common terminal block in each flasher face. All conductors running from any terminal points located in the pole or transformer base to the D flasher -head terminal shall be 2-# 8 RHW and 1-#6 TW stranded wire with spade lugs to terminal strip. D3.5 Terminals 0 0 I 3.5.1 Except for controllers, the ends of all stranded wires which are to be attached to terminal posts shall be provided with solderles terminal lugs that meet the requirements of the National Electrical Code. Terminal lugs on solid wires are prohibited. 3.5.2 All wires terminating in pole bases shall be co9hected using "wire nuts" and electrical tape. Terminal barrier strips are not allowed. 0 Installation of School Flashers Page 5 of 12 0 3.6 Splices 0 0 0 0 0 0 0 0 0 I I 0 0 a I 3.6.1 Splices inside conduit runs are absolutely prohibited. All splices shall be made above ground. Splices in pull boxes are prohibited unless specific written permission has been issued by the Engineer. 3.6.2 Splicing methods shall be in accordance with good electrical practice and the cable manufacturer's recommendations. All materials used shall be high quality and specifically intended for these purposes. The cables shall be trained to their final position and cut to proper lengths. The jacket and insulation shall be removed as required. In doing this, use proper care to insure against nicking the conductors. The connector shall be installed tightly and all burrs, rough edges, etc. shall be removed. If required in the plans or by the City, the connection also shall be soldered. Heat shall be applied by use of hot solder. Heating the connection with a direct flame will not be permitted. Care shall be used to protect the insulation when soldering. The entire surface shall be cleaned taking special care in cleaning the outside jacket in order to remove the wax finish. Before the first layer of tape is wrapped, the entire` area shall be coated with an electric grade rubber cement. After this solvent has dried, the connection shall be insulated with electrical grade rubber splicing compound tape to proper thickness. This tape requires a pressure and temperature in service to complete its vulcanizing process and thus be stretched to 2/3 width when applied. The completed splice shall be covered with a half -lap layer of vinyl plastic electrical tape. This wrapping shall be smooth but the tape shall not be stretched more than necessary. 3.7 Enclosed Wiring All cables and flasher conductor wire above the ground surface shall be enclosed in approved metal conduit up to but np closer than one foot of the lowest power conductor. Power -tap lines carried down poles shall be placed in rigid metal conduit. 3.8 Identification of Flasher Wires IMSA color coded signal cable shall be used. Colors shall be continuous from the point of origin to the point of termination. Slices will be permitted only if approved by the Engineer and the same colors are spliced. 4.0 GROUNDING 4.1 There shall be a properly installed and connected ground rod for each controller cabinet, power drop, and pole foundation to reduce any extraneous voltage to a safe level. The ground rod shall be located so as to minimize the length of the grounding -conductor run. All grounding circuits shall be substantial and 0 Installation of School Flashers Page 6 of 12 I 0 I 0 0 0 I 0 0 I 0 0 0 0 a 0 0 0 permanent and shall be electrically continuous ' with an ohms -to -ground resistance not to exceed 10 ohms when tested by volt -ohm -meter. 4.2 Grounding Connectors and Electrodes The grounding conductor shall be a No. 8 AWG solid copper wire. The conductor shall be bonded to ground rods. - Ground rod electrodes shall be solid copper - bonded steel being at least 5/8 inch in diameter?and shall be driven into the ground to a depth sufficient to provide the required resistance between electrodes and ground (10 ohms). All ground rods hall be a minimum of six feet long. When the location precludes driving a singlground rod to a depth of six feet or when a multiple ground rod matrix is used to obtain the required resistance to ground, ground rods shall be spaced at least six feet apart and bonded by a minimum No. 8 AWG copper wire. Connection of grounding circuits to grounding electrodes shall be by devices which will ensure a positive, fail-safe grip between the conductor and the electrode (such as lugs or pressure connectors). No splice joint will be permitted in therlgrounding conductor. 5.0 CONCRETE FOUNDATIONS FOR SIGNAL STRUCTURES 5.1 Concrete foundations for signal structures shall b4 located so that the pole is a minimum of two (2) feet from the face of curb. The Contractor shall probe before excavating foundations to determine the location of utilities and structures. Foundations shall be paid for once, regardless of extra work caused by obstructions. The Contractor shall furnish all supplementary items necessary for its proper installation. 5.2 Excavation for all required foundations shall be done in accordance with lines and depths indicated on the plans. All loose material shall be removed from the excavation before the concrete is placed. An water shall be removed by pumping or bailing. The use of explosives will not be permitted. 5.3 Foundations shall be constructed to the dimensigns shown on the plans or as directed by the Engineer. The Contractor shall be required to insure that the top of the finished foundation is exactly level and formed. Anchor bolts and conduits shall be held rigidly in place by template until the concrete is set. A mechanical vibrator shall be used for compacting and working the concrete. After the concrete has been placed and the top struck off, it shall be covered with wet cotton or burlap mats, for not less than ninety-six hours. All bracing and templates for anchor bolts shall remain in place for ninety-six (96) hours after the concrete is poured. During that time, the anchor bolts and conduit shall not be subjected to any applied strain. The Contractor shall furnish a level for the purpose of inspecting the foundation. A signal pqie shall not be installed on any foundations until approval has been given by the Engineer. I Installation of School Flashers Page 7 of 12 0 5.4 Backfill shall be tamped with mechanical tamps in Q -inch layers to the density of the surrounding ground. Where excavation is made in the surfaced shoulder, II the shoulder shall be replaced with material equal toI the original composition. 5.5 All excavated material not required for backfill shall be promptly removed and fl disposed of by the Contractor outside the limits of the project. The work site shall be kept clean and neat at all times. 9 5.6 No concrete shall be placed when the atmospheric iemperature is at or below 40 degrees F. (taken in shade away from artificial heat) unless permission to do so is given by the Engineer. 6.0 FLASHER HEADS 9 6.1 The Contractor shall be required to assemble all flasher head units as specified in the plans or as directed by the Engineer. Flasher heads shall be furnished complete with all lenses, reflectors, lamp sockets, visors, mounting hardware, IJbrackets, and lamps. 6.2 The Contractor shall mount the flasher heads within standards level and plumb. 6.3 The Contractor shall be required to drill the pole at the point where the wire Q enters the pole. Flasher head mounting shall be submitted to the City for approval. 6.4 Each flasher head assembly shall be completely tight. Flasher heads shall be securely tightened immediately after flasher headilassembly has been installed. If any flasher head assembly is found to be loose or asymmetrical in any manner, the Contractor shall be required to remov1e and rebuild the flasher head assembly to the satisfaction of the Engineer. fl 6.5 The housing and doors of the flasher head shall ie made of die cast aluminum alloy in accordance with A.S.T.M. Specification B85 -57T. Sandcast aluminum alloy shall be used for other parts of the signgj head if in accordance with fl A.S.T.M. Specification B26 -57T. The visors shall be fabricated from aluminum sheet conforming to the A.S.T.M. Specification B -209-57T. All miscellaneous parts such as hinge pins, lens clips, locking devicgs, etc. shall be made of a non - 9 corrosive material. 6.6 The housing of the flasher heads shall be of the sectional type allowing for fl interchangeability. All exterior mating surfaces shall be flat to assure waterproof and dust -proof assembly of sections. The top a d bottom of the sections will have an opening approximately two (2) inches in diameter to permit the entrance of one and a half (1-'/2) inch pipe nipples. Each section shall have serrated u openings or equivalent, for providing a positive a'pd locked positioning of signal sections when used with serrated mast arm or span wire fittings. 9 Installation of School Flashers Page 8 of 12 0 0 0 0 0 ft ci 0 0 0 F' 0 a 0 a a 6.7 The door and lens housing shall be equipped with a watertight and dust -tight molded neoprene gasket. The door of each signal section shall be attached to the housing in a watertight and dust -proof manner. Non -corrosive hinge pins and two (2) wing screws will be furnished on each1kdoor for opening and closing without the use of special tools. These hinges and screws shall be of such design as to allow even gasket pressure. 6.8 Each flasher head section shall be furnished with a detachable tunnel visor unless otherwise specified. Visors shall be a minimum of eleven (11) inches in length for twelve (12) inch signals and a minimum 6f eight (8) inches in length for eight (8) inch signals. Visors shall be attached to the door assemblies in a manner which facilitates field removal and installation. 6.9 Refractors or lenses shall be furnished in the standard Amber configuration as specified by the Texas Manual On Uniform Traffic Control Devices, 1980. All lenses shall be designed and constructed to meeor exceed the color and light distribution specifications established by the Institute of Traffic Engineers (ITE Report #1) and the American Standards Association (No. 10.1-1958 UDC 656.057). 6.10 Lenses shall be constructed of glass and capable of withstanding continuous illumination with a 150 -watt lamp in twelve (12) inch signals and a 67 watt lamp in eight (8) inch signals. A clear, durable and unmistakable marking shall be provided on each lens as to its proper orientation (top or bottom). 6.11 Reflectors shall be a one piece, spun aluminum, assembly treated with an ALZAK process. Reflectors shall be mounted either on .the door or housing of the flasher section in a manner that will facilitate lamp replacement. The reflector shall conform to the requirements of the Institute of Traffic Engineers Report #1. 6.12 The lamp sockets shall be constructed with heat resisting material and designed to hold a flasher lamp with a Type A-21 base. Th4 receptacle shall securely hold the lamp center at the focal point of the reflector. Pig -tail leads shall be provided from the socket to the terminal block provided within the signal head. 6.13 A terminal block shall be provided with each signal head for facilitating field wiring. The pig -tail leads from the lamp receptacles shall be connected to the terminal block. Each terminal block will be at least a six (6) position, twelve (12) terminal strip securely fastened at both ends to the signal housing. 6.14 All flasher heads shall conform to the requirements of the Texas Manual On Uniform Control Devices, 1980 in color and arrangement. The housing and outside surface of the visors shall be "FederaJ, Yellow" in color. The inside surface of visors shall be a "Dull" or "Flat -black' color. If die cast aluminum Installation of School Flashers Page 9 of 12 0 aheads are furnished, the outside surface shall have a minimum of two (2) coats of baked chrome yellow enamel (TT -C -595E1310), Munsell notation O.YP 0 �J 47/15/3, per FAA Specification L -802-B and ASTM D 1535. 7.0 SAMPLING AND TESTING 7.1 The failure of the proper authority to make any test of materials shall in no way relieve the Contractor of his responsibility of furnishing materials conforming to LL�� the specifications. 7.2 Tests, unless otherwise specified, shall be made in accordance with the latest o methods of the American Society for Testing and Materials. The Contractor shall provide such facilities, as the Engineer may require, for the collecting and forwarding of samples and shall not use the materials represented by the samples until tests have been made. The Contractor shall furnish adequate samples without charge. 9 7.3 If requested, the Contractor shall submit a sample of the school flasher equipment for inspection and evaluation. 9 7.4 Concrete All concrete materials, reinforcing steel, and preparation shall be in accordance with the requirements of the Standard Specifications for Street and Storm Drain Construction. 9 7.5 Signal Cables D 7.5.1 tk All cables shall be checked for insulation resistance upon installation and prior to termination. The tests shall be made with a test set operating at a minimum of 500 volts D.C. applied to the conductors. n L,d 7.5.2 Each conductor in the multiconductor signal cables shall be tested for insulation resistance relative to each other and to the out'r covering of the cable. The Uminimum [„j acceptable value for insulation resistance shall be 50 megaohms. 8.0 WARRANTIES / GUARANTEES UThe Contractor guarantees all work performed and materials furnished under this project for a period of twelve (12) months following the date of acceptance. In Uaddition, he shall furnish any normal manufacturer warranties with effective U beginning dates the same as the date of final project acceptance. 13 13 Installation of School Flashers Page 10 of 12 II a 9.0 MAINTENANCE DURING CONSTRUCTION 0 a a GI 0 0 0 0 0 0 0 0 a 0 D 0 9.1 While performing work under this contract, Contractor bears the sole risk of loss for damage to or destruction of any school flasher equipment or other nearby equipment that were not to be replaced or installed!►under this contract but which are damaged or destroyed through the fault or negligent act of Contractor, and Contractor shall replace such damaged or destroyed equipment, etc., at no cost to the authority, regardless of whether or not .the damaged or destroyed equipment, etc., was a part of this contract or any warranties under this contract. Upon written acceptance by the authority of a particular intersection of work, Contractor's responsibility for the intersection undei,this paragraph shall cease. 9.2 The Contractor shall provide, at his expense, temporary signal cable systems and signals mounted on the span wires, mast arms, portable bases, or other locations as necessary during the project to insure that signal head displays are always in operation. All such temporary signals shall be finished in appearance, meet the requirements of the Texas Manual on Uniform Traffic Control Devices (TMUTCD), and be approved by the City. 9.3 The Contractor shall utilize qualified personnel to rospond to trouble calls and to repair any malfunctions to equipment he supplied. A local telephone number (not subject to frequent changes) where trouble calls are to be received on a 24 - hour basis shall be provided to the Engineer by the Contractor. The Contractor's response to reported trouble calls shall be within a reasonable travel time, but not more than two (2) hours maximum. Appropriate repairs shall be made within 12 hours. 9.4 It is recognized that the City may continue to make a first response to any trouble call. Action on such response will, however, be linjited to placing the intersection on flash, replacing load switches or detector amplifiers, erecting temporary control devices, requesting immediate traffic control by uniformed police officer, or other such action deemed necessary to provided°a safe operation. Such action will in no way relieve the Contractor of his responsibility of repairing equipment he supplied. 9.5 The Contractor shall be required to provide adequate police traffic control assistance for planned controller change -outs or any other operational procedures, when requested by the Engineer. Police assistance shall be arranged by the Contractor directly, at least twenty-four (24) hours in advance. If the City discovers that the Contractor has failed to provide adequate police assistance, the City may order, additional assistance. Police traffic control assistance, for any purpose, shall be the financial responsibility of the Contractor, regardless of who obtains the assistance. Installation of School Flashers Page 11 of 12 0 D 10.0 MEASUREMENT AND PAYMENT OThe school flasher installation as indicated on the Plans and as described herein, when installed, will be measured as a completed installation and payment will be made at the various contract unit bid prices listed on Bid Schedule Part A, 0 which price shall be full compensation for furnishing, placing, and testing all materials and equipment and for all tools, labor; equipment, and incidentals necessary to complete the work. Portions of the work that have not been approved by Engineer will not be considered complete, and payment shall be withheld until the Contractor has corrected the work to the satisfaction of the Engineer. 4 11.0 EXPERIENCE AND QUALIFICATIONS 11.1 The low bidder shall be required to furnish the City a written assessment of q previous experience in the installation of school flashers and traffic signal systems. The response shall include the name and population of the City or area served, Contract name and/or number, date installed, date of Contract D completion, Contract delays and discrepancies, ligipidated damages and the name, address, and phone number of a specific individual representing the client who is in a position to verify such experience. The response shall be delivered to the City within ten (10) working days after bid opening. - 11.2 The Bidder shall also furnish information as required above for each major subcontractor (i.e., manufacturer or fabrication of school flasher structures) that could be active in the project. 12.0 INSTALLATION OF SCHOOL FLASHER MISCELLANEOUS This item shall cover incidental work that is essential to the installation of school fl flashers. This includes furnishing, installing ]land testing the completed installation, the installation of signs, illumination, controller cabinet wiring termination, and all labor, tools, equipment, and incidentals necessary to fl a complete the work. The work performed and materials furnished in accordance with this item will be measured and paid for at a' lump sum price bid for each school flasher location. D 0 0 0 Installation of School Flashers Page 12 of 12 a 0 0 0 0 0 a D 0 0 0 El 0 0 CITY OF FORT WORTH, TEXAS SPECIFICATIONS FOR PENTACHLOROPHENOL PRESSURE TREATED POLES 1. SCOPE. These specifications cover the size and quality of timber products and the treating process for full-length pressure treatment. 2. GENERAL. Purchase Orders will specify the length, class or size, quantity, and species of timber. Reference will be made to the drawing that will;ngive the detail of poles and will become part of these specifications. 3. MATERIAL REQUIREMENTS. All material supplied undor these specifications shall be dense South Yellow Pine or dense West Coast Douglas Fir°conforming to the latest revision of the American Standard Specifications and Dimensions fof• WOOD POLES, ASA 1972 except as herein modified. The poles shall te cut from live timber, well proportioned from butt to top and free from imperfections except as hereinafter set forth. 3.1 DIMENSIONS. Poles shall be purchases in ASA Classes. 3.2 DENSITY. Density shall be measured at the butt in accordance with Standard Regional Association Grading Rules for lumber, except that the, measurement to determine the density shall be made on the outer three [3] inches of the butt surface and that the number of annual rings shall not be less that four [4] to the inch over the measured surface. 3.3 SHAPE. Any localized deviation from straightness in a five foot section, or less, shall be classified as short crook, and the deviation from straightness shall not exceed two [2] inches. A pole may have sweep subject to the following limitations: [A] Where sweep is in one [1] plane is and [1] direction only, a straight line connecting the center of the butt with the center of the top shall not at any intermediate point pass through the external surface of the pole. #F [B] Where sweep is in two [2] planes, or in two [2] directions in one [1] plane, a straight line connecting the center of the butt with the center of the top shall not deviate from the centerline of the pole more than one-fourth the diameter of the pole at the point of widest deviation. fl 3.4 KNOTS. Knots of questionable character indicating possible decay shall be neatly gouged to a depth of not more than one -fifth the diameter of the pole at the point where the knot is located, to permit determination of character and extent of the decay. The gouging shall be done without unnecessary removal of sound wood and in such manner as to insure drainage of water from the hole when the pole is set. 0 0 3.5 SCARS. Scars are permitted as defined in ASA provkded that the depth of the trimmed scar is not more than one [1] inch if the diameter of the pole is ten [10] inches or less or one -tenth of the pole diameter at the location of the scar if such diameter is more than ten [10] inches. Pentachlorophenol Pressure Treated Poles Page 1 of 4 D ill D a I a 0 Q 0 D 0 0 0 D a 0 0 0 3.6 SPIRAL GRAIN. No pole shall have• more than one [1]complete twist of grain in any twenty [20] feet of length. 3.7 SOUNDNESS. Whenever there is any sign of incipient decay in untreated timber, and •in all cases where the condition of the timber is doubtful, the inspector shall insist that a section two [2] inches thick, or more, be cut from the butt and top of each pole. Whenever there is any evidence of decay such as softness of wood fibers, sponginess or brownish discoloration, even though there are no definite areas of breakdown in the wood fibers, the material shall be rejected. All air seasoned poles shall be double -end trimmed. 4. MANUFACTURING REQUIREMENTS. 4.1 The manufacture, storage and handling of material supplied under these specifications shall conform to the ASA Specifications except as modified herein. The supplier shall strive diligently at all times to fill the requirements of these specifications and shall use the utmost care in rossing, roofing, gaining, and drilling with the view of producing the best product consistent herewith. The supplier shall place the poles for customer's order on two [2] ground level skids, separated from other material, so as to facilitate accurate framing and inspection. The supplier shall eliminate all material that he considers defective according to these specifications before second framing. 4.2 TRIMMING. Poles shall be smoothly trimmed, by hand or machine, under the following limitations: - The depth of the machine cut sf�,all be to a practicable minimum on the pole surface and in no case shall it be more thah one-fourth of an inch except at knot whorls. The circumference at any point between knot whorls shall not be reduced by more than one inch. 4.3 FRAMING. All poles shall be completely framed before treatment. 4.4 MARKING. All poles shall be branded on the side oelface at the location indicated on the drawing with the customer's initials immediately "above the pertinent information indicated in "6.5 Marking." of the ASA Standard, Class and length shall be stenciled in both ends. The customer's initials and all class and length numerals shall be at least one [1] inch high. 5. CONDITIONING AND TREATING. 5.1 CONDITIONING. All poles shall be conditioned prior Jo treatment in strict accordance with AWPA Standard M1. When steam conditioning1iis necessary, it shall be in strict accordance with AWPA Cl and C4. 0 Pentachlorophenol Pressure Treated Poles Page 2 of 4 a a5.2 LOADING AND TREATMENT. All poles shall be loaded on properly cushioned trams to preclude warping and mis-shaping during the treating"process. If at all possible, three 0 [3] or more trams shall be used for lengths of 45 feet and longer. 5.3 CUBIC VOLUME.The volume of the poles shall be computed on the basis of the current f Western Electric Company Volume Chart. 5.4 TREATMENT. All poles shall be treated by the Iueping Empty Cell Process in accordance with AWPA Standards C1 and C4, except that if Pentachlorophenol is used, only the maximum temperature of 210°F shall apply under Paragraph 2.4 of AWPA Standard C1. Upon removal from the cylinder the poles shall be free from dripping preservative. Final treatment shall be followed with a minimum of thirty [30] minutes steam flash. 5.5 RESULTS OF TREATMENT. Retention and penetration of preservative shall be in Qaccordance with AWPA Standards C1 and C4 except that if less that 16 of the first 20 borings taken meet the requirements of the specifications the entire charge shall be rejected for treatment. ' 5.5.1 Douglas Fir poles shall have a minimum penetration of [3/4"] and 85% of the sapwood up to a maximum penetration of one and five -eighths inches. 0 5.6 PRETREATED STOCK. If the supplier desires to use partially treated pretreated stock, he shall indicate it on his bid or proposal. The supplied of such stock shall, before final IJ treatment, cut a section two [2] inches thick from the bUtt and tip of each pole. If there is any evidence of decay such as softness or sponginess of the wood fibers, even though there are no definite areas of breakdown, the material �hall be rejected. Q5.6.1 Poles that have been pretreated with at least eight [8] lbs. of preservative per cubic foot of wood may be offered as fully treated poles, subject to the following Dlimitations: [A] A borer core shall be taken from each pole to determine the depth of 0 penetration. [B] The butts and tips shall be clipped as in Paragraph 5.6. [C] The poles shall be run back through the treating cylinder for a short quick pressure, which shall exceed the initial air pressure, by at least 50 psi. 9 6. PRESERVATIVES. A Pentachlorophenol Petroleum Volution containing not less by weight than 5% of Pentachlorophenol shall be used. The Pentachlorophenol and the Petroleum Solvent shall comply with APWA Standards P8 and P9. Solvent shall be of such 9 character as will prevent the staining of pole to a color darker than the light brown. 7. INSPECTION. The supplier shall give the purchaser or its representative, such access to fl the plant during working hours as in reasonable and nec, ssary to determine the suitability 0 of material to be supplied and shall furnish the apparatus, labor and other facilities for making the tests herein called for without cost to purchaser. After complete manufacture in the white, each piece shall be turned for inspection. Pentachlorophenol Pressure Treated Poles Page 3 of 4 U 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inspection of the plant equipment and treatment shall be in accordance with AWPA Standard M-2. Inspection by the purchaser, or its representative, does not release the supplier of the responsibility of furnishing material in accordance with these specifications. An inspection shall be made by the purchaser of materials F.O.B. cars at delivery point to determine that no damage has incurred during transit {I In case such inspection shows that materials have been damaged in transit, then before accepting them from the transportation company, and before unloading, purchaser will report the damage to the supplier by telephone or telegram, who will instruct procedure. Pentachlorophenol Pressure Treated Poles i Page 4 of 4 0 0 0 0 GENERAL 0 0 a a 0 [I 0 0 0 0 0 I 0 0 CITY OF FORT WORTH, TEXAS TRANSPORTATION & PUBLIC WORKS DEPARTMENT METAL POLES The intent of the following specifications is to describe the function requirements of the products and are not intended to be restrictive. Bidders may offer their standard products to comply with the functional requirements of the specifications. Standard dimensions that effect interchangeability must be complied with. If a bidder's product does not comply with the detailed specifications are to materials and tolerances the bidder should state these exceptions with his bid and also submit drawings indicating any variations from the detailed specifications. All materials covered in these specifications shall be quoted on an item basis. DESIGN STANDARDS The pole assembly shall consist of a tapered steel shaft complete with a steel anchor base, conforming to ASTM A36, of adequate strength and appropriate size, secured to the lower end of the shaft by telescoping the shaft into the base and placing two continuous welds around the pole, one on the end of the shaft and the other at the top of the plate base on poles to be mounted on anchor bolts. On poles to be embedded in the ground, a #7 gauge minimum ground sleeve 24" in length shall be installed at designated height as specified from bottom of pole and secured by two continuous welds around pole at the bottom and top of the sleeve and a #7 gauge minimum steel strap at lease 2" wide shall be welded across the bottom opening of the shaft to support it in the hole. A pole plate or plates will be required as specified near the top of the shaft for mounting light arm. Poles shall be designed to withstand test loads equivalent to a velocity pressure of 23.0 PSF at the nominal mounting height above ground line with appropriate coefficients of drag (for cylinders, 0.78; for flats, 1.3; and for ellipsoids, 0.47) and with a factor of safety of 1.80. The flasher standard shall also be designed to withstand test loads which are calculated equivalent of 100 MPH (peak gust velocity) without destruction. The shaft shall be one piece for poles 40' and less; two piece for poles over 40' is optional. Two-piece shafts shall assemble by telescoping the upper section over the lower section with a firm tapered fit. The telescoping length of the joint shall not be less than 1 '/2 times the diameter of the pole at the joint. The telescoping field joint shall not be welded but shall be keyed with a through bolt. The tapered shaft tube or tubes shall conform to ASTM A595 and have a constant taper of 0.10" to 0.14" per linear foot. DMetal Poles Page 1 of 3 QAll steel shafts and steel bases shall be smooth -finish with zinc chromate, iron oxide outside and either zinc chromate, iron oxide or red lead inside (prime coat). 0 Poles shall be manufactured from steel which, after fabrication shall have a minimum yield strength of 48,000 PSI and shall be capable of being gent cold (according to the fl same requirements as ASTM A370) without cracking on the exterior surfaces. Other steels may be used in the fabrication of the poles if they meet the above yield strength and bend test requirements. Poles may be round or octagonal with a maximum ovalness not exceeding 1.5% of the nominal diameter. Measurements shall be made at 900 tolleach other in the same 0 cross-section. Octagonal pole measurements shall be made on the center of flats. Straightness tolerance of 3/8" per 20 feet, but not more than 1/16" in any four- foot section, shall be maintained. All anchor bolts shall have aguaranteed minimumyield strength of 50,000 PSI and a 9 minimum ultimate strength of 90,000 PSI. Galvanizing shall be in accordance with ASTM A153. Arms shall be capable of withstanding a test load, the calculated equivalent of a 100 MPH wind. Arms shall be capable of supporting 75 pounds of weight with a 3 square foot surface. All flasher standards shall be furnished complete with anchor bolts and nuts, anchor bolt covers, handhole (approximately 4" x 6"), handhole cover, removable pole cap, grounding nut and all necessary screws, bolts, washers, ctc. required for the complete assembly of the pole. A pole plate, or plates, with appropriate wire inlets shall be furnished near the top of the shaft for mounting the arm(s) on all street light poles and, when required, on traffic signal poles. Poles shall be furnished with a reinforced shaft section for U -Clamp attachment of the signal mast arm(s)ywhen specified and appropriate wire inlet. All wire inlets shall be reamed and"free of all burrs and sharp fl edges. Pole plates shall conform to the dimensions shown on the plans for all arm attachments. Pressed steel pole tops for pole wire entrance shall come complete with mounting cap screw. Cast iron pole tops shall come complete with three fastening set screws. fl The manufacturer shall submit notarized certifications of compliance to this specification. If requested, manufactures shall submit: fl a) Mill certificates on tube steel, pipe used in bracket arms, and anchor rods. LI b) Copies of tensile tests and bend test reports. 0 The bidder shall submit along with bid one (1) copy of shop -drawings or catalog -cuts of the products he intends to furnish. Any deviation from these specifications shall be noted on the shop -drawings or catalog -cuts submitted with bid. Metal Poles Page 2 of 3 0 0 0 0 0 0 a a 0 0 Q 0 a a 0 a 0 0 0 Detailed drawing of the following item specifications is attached. Diameter as shown on the drawing refers to the O.D. of a round pole or the dimension across the outside of the flats on octagonal poles. yF Upon request by the City, manufacturer shall supply all anchor bolts and anchor bolt templates within thirty (30) days of notification. Drawings of orientation of modifications requested on various poles will be supplied the successful bidder. When galvanizing is specified, the pole and arms shall be;galvanized in accordance to ASTM A123. Each component must be completely coated in a single dip. No double dipping will be allowed. All miscellaneous hardware shall be galvanized per ASTM Al 53. Metal Poles Page 3 of 3 0 fl SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: LI CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) LI1. SCOPE This specification for -silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item U 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.2141 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF GOVERNMENTS. 2. DESCRIPTION fl This specification for silicone joint sealing shall apply to, but shall not ie limited to, all Portland Cement Concrete street pavement and curbs. 3. MATERIALS 0 3.1 The silicone joint sealant shall meet Federal Specification TT -S -001 543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant, the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone Ojoint sealants meet these requirements. tr 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self -Leveling Silicone Joint Sealant The joint sealant shall be Dow Coming 890 -SL self -leveling silicq a joint sealant as manufactured by Dow flComing Corporation, Midland, MI 48686-0994, or an approved eual. Self-Levelin2 Silicone Joint Sealant for Asphalt Table III Self -Leveling Joint Sealant Test Method Test Requirement As Supplied **** Non Volatile Content, % min. 96 to 99 MIL -S-8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.260 to 1.340 * * * * Skin -Over Time, minutes max. 60 * * * * Cure Time, days 14 to 21 D**** Full Adhesion, days 14 to 21 fll n Silicone Joint Sealant For Concrete Pavement Page 1 of 3 As Cured — After 21 Days at 25°C. (77°F.) and 50% RH a. ASTM D 412, Die C Mod. Elongation, % min. 1400 ASTM D 3583 Modulus @ 150% Elongation, PSI 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @ + 100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600 (Sect. 14 Mod.) 3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw -cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and i9 bond or reaction shall occur between 'J them. Reference is made to the "Construction Detail" sheet for the various joint details with their respective dimensions. JJ 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the "Construction Detail' o' sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy" joints, the initial 1/4 -inch width "greed" saw -cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to fRush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application (.� of the joint sealant, the weather shall not be inclement and the temperature shall be 40°F. (4°C.) and rising. 0 5. EQUIPMENT 5.1 The Contractor shall furnish all necessary equipment. The Contractor shall keep his equipment in a O satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: A 5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to D the required dimensions. 5.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw -cut joint. 0 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow - tube shall fir into the saw -cut joint. jJ 5.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 5.6 Injection Tool: This mechanical device shall apply the sealant uniformly into the joint. 5.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 5.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They U shall be compatible with the join depth and width requirements. 6. CONSTRUCTION METHODS 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement • shall be performed in a continuous sequence of operations Silicone Joint Sealant For Concrete Pavement Page 2 of 3 II� 6.2 Sawing Joints: The joints shall be saw -cut to the width and depth as kshown on the "Construction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 6.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from fl the joint and adjacent area by flushing with high-pressure water. The water flushing shall be done in one - direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method, flushing the joint with high-pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989) After complete drying, the joints shall be sandblasted. The nozzle all be attached to a mechanical aiming device so that the sandblast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown -out using compressed air. The blow tube [1 shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 6.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not b permitted when the air and pavement temperature is less than 40F (4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. :c Traffic shall not be allowed on the fresh sealant until it becomes tack -free. Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. t.. 7. WARRANTY The Contractor shall provide the Engineer a manufacturer's written gu9antee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on' all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT No payment will be made for this subsidiary pay item. Contractor shall furnish all materials; prepare, deliver, O and apply sealing materials; and provide all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. 0 Silicone Joint Sealant For Concrete Pavement Page 3 of 3 a 0 a 0 0 0 0 0 a 0 0 a a 0 a 0 0 0 a 4, PART F CERTIFICATE OF INSURANCE CONTRACTOR COMPLIANCE WITH WORKER' COMPENSATION LAW EXPERIENCE RECORD EQUIPMENT SCHEDULE PERFORMANCE BOND AND PAYMENT BOND CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Li 0 I I u 0 0 I I 0 0 0 0 Ii 0 Pursuant to Article 8308-3.23 of - Vernon's Annotated Civil Statutes, Contractor, Stanfield Enterprises, Inc. dba S & J Electric certifies that it provides worker's compensation insurance coverage for all of its employees employed on City of Fort Worth project School Flasher Izzwprovements — Phase T project number, C115/020115031074. By: E.G. STANFIE D PRESIDENT Title 06/16/99 4t Date STATE OF TEXAS 3 COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day personally appeared E.G. STANFIELD , known to me to be the person whose name is subscribed to the foregoing instrument, acid acknowledged to me that he executed the same as the act tlF and deed of STANFIELD ENTERPRISES, INC. DBA S&J ELECTRIC, INC. , for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL JUNE , 19 9 9 OF OFFICE this 1 6TH day of MARIANNE MITCHELL rrNotary PUblic Notary Public (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 section. (b) Contractor agrees to require each and every subcontract ti$ who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy 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 has been acquired. Contractor shall provide a copy of all such certificates to the City. 0 A:13WORKCOM.FRM a CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 0 Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statjtes, Contractor certifies that it provides worker's compensation insurance coverage for all of it's employees employed on City of Fort Worth Project Number ( I I S — OaO 115031 coy Li ≤r . CONTRACTOR OBy:d2. OTitle OS Ofo �`�j Date STATE OF TEXAS § �� COUNTY OF TARRANT § O BEFORE ME, the undersigned authority, on this day personally appeared ErTu , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of 5z- r- Mpxsc1 Z c . for the purposes and consideration therein expressed and in the capacity therein stated. 0 GIVEN UNDER MY HAND AND SEAL OF OFFICE thin tp day of ,19d77. Y172&4,'AJ22I7( Nota Public in and/or the State of Texas .Ik B. MARIANNE MITCHELL Notary Public STATE OF TEXAS F-2 My Comm. Exp. 08/01/2002 EXPERIENCE RECORD r :., tinn h2c cii !`e fh11v Cmmnleted: J1 JL iv ww vu. v . .... Amount Of Contract .. .... . . ----- Type of Work Date Accepted 1 Name and Address of Owner Award Signal Texas Department of $205,526.25 sign, eiec. 04/98 Transportation & 10/98 Texas Department of $61,014.60 sign sig. ransportation $351,323.00 sig. & elec 09/98 Texas Department of Trans ortation Sig., signs Texas Department of $83,713.00 & elec. 04/98 Transportation List of projects your organization is now engaged in completing: Amount Of Contract Type of Anticipated Name' and Address of Owner Award Work Date of Completion $2,919,682.71 dwy Ill., 675 working Texas Department of ig., &sgn days Transportation $159.167.40 ig, sgns Texas Department of & elec 01/99 Transportation $103,165.80 dg & elec 01/99 Texas Department of Transportation 315 working Texas Department of $157,159.75 sig & sgn days Tranportation d List Surety Bonds in force on above incomplete work: Date of Contract Award Type of Work Bond Amount of Bond Name and Address of Surety 10-14-98 Electrical $747,330.04 Steven L. Thomas 5201 S. Colony Ste. 75056 545 F-3 0 0 EQUIPMENT SCHEDULE. 0 * l List of Equipment owned by Bidder that is in serviceable condition and available for use: 0 k � �1k2��c-�►�r �-G5��� 0' o o ,t� Portions of work Bidder proposes to sublet in case of Award of Contracts including amount and I ( type: 0• a C o a LI 13 B. F-4 I I THE STATE OF TEXAS COUNTY OF TARRANT PERFORMANCE BOND BOND #012021234994 KNOW ALL MEN BY THESE PRESENT: That we (1) Stanfield Enterprises, Inc. dba S & J Electric (2) Company of Texas hereinafter called Principal and (3) USF&G D , 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: Two Hundred Forty Four Thousand, Four Hundred Forty One Dollars & Twenty Five Cents $244,441.25 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 jhereby bind ourselves, our heirs, aexecutors, 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 list day of June , 1999, a Dcopy of which is hereto attached and made a part hereof, for the construction of: a SCHOOL FLASHER IMPROVEMENTS PHASE I 4, fl designated as Project Number C115/020115031074 , 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 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. .0 DA:14PERBOND.FRM 0 £ I I I IN WITNESS WHEREOF, this instrument is executed in 6 Counterparts each one of which shall be deemed an original, this the 1st day of June,, , 1999. Stanfield Enterprises, Inc. d.b.a. S&J Electric € Principal (4) El:, (SEAL) U II 0 0 C 0 0 PO BOX 1138 (Address) Baltimore, MD 21203 ATTEST: N/A (Surety) Secretary (SEAL) Witness as to Surety By: « E. ..SrAL/ ?e , -r SPrinted ameiTitle) PO BOX 121516 ADDRESS Ft. Worth, TX 76121 CITY'/STATEIZIP USF &Gi (Surety) By: \ �� ��ZcTh (Attorney -in -Fact) () Debi Moon (Printed Attorney -in -Faces,) Note: Lkte of Bond rccst not be p-rr to slate o' Ce'ura i (1) Correcc name-'Cowrractor (2) ' a .4 Corp oration a Parmershz; or arnd Irrdividmal, as ; ate mqy be (3) Correct Name of Sur�•ty (4) If Contractor is partmershir :ll Pvrtners mull execut: bond (5) +k .4 :rue copy of Power of Atrrney .;shall b: a✓tche.•d to band by 4rtornr,-ir Faci C I I I I I S. 0 fl D THE STATE OF TEXAS COUNTY OF TARRANT PAYMENT BOND JJBOND NO. 01 2021 234994 KNOW ALL MEN BY THESES PRESENTS: That we, Stanfield Enterprises, Inc. dba S & J Electric a corporation of Tarrant County, Texas , hereinafter called Principal and (3) USF&G U, a corporation organized and existing udder 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: Two Hundred Forty Four Thousand, Four Hundred Forty One`Dollars & Twenty Five Cents $244,441.25 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 0 and successors jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a o certain contract with the City of Fort Worth, the Owner dated the 1st day of June , 1999, a copy of which is hereto attached and made a part hereof, for the construction of: fl SCHOOL FLASHER IMPROVEMENTS PHASE I Q designated as Project Number C115/020115031074 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". 0 I I it I l 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 jrotection 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 ',capon 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 A:15PAYBOND.FRM 0 I I 1 0 abridge the right of any beneficiary hereunder whose claim shall be unsatisfied. IN WITNESSETH WHEREOF, this instrument is executed in 6 counterparts, each one of which shall be deemed an original, this the 1st day of June i' . 1999. Stanfield Enterprises Inc. d.b.a. S & J Electric Principal (. i A T: BY: °4L (Q4 /67ri`ncipal) Secret. �. . S-ra,� t=T- wk./ /✓z`s� r (Printed Name/Ti—lle) 0 (SEAL) I I I it J I] J 7 I J PO BOX 1138; Baltimore, MD (Address) 21 203 ATTEST: N/A (Surety) Secretary (SEAL) .i2IJ .ttA..L.r' Witness as to Surer.• PO EOX_st 1 2151 6 ADDRESS Ft. Wc+rth, TX 76121 CITY/STATE/ZIP 1SF &G (Surety) (attorney-i_ Fit) (') Devi Moon Printed Attorney-im-Fa n) d. 11:.r fit- Iron rasa rant ht mor is dar of C;.arac:: i Curt -frame ifComtraci/r :/ ¢ A C,rj.uratr, a Partm•:htp or ord k hr.*sadutt/. ac. v. man' he -' Name ifSwu-ri F C,ntrnrk,r _ Pawner nzs ail Partmrrs t+ aR.uL.'r�ccutt t,nd ER J a 1922219 United States Fidelity and Guaranty Company % U S F ---GO Power of Attorney INSURANCE No. 111182 Know all men by these presents: That United States Fidelity and Guaranty Company, a corporation organized and existing under the laws of the State of Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint Charles Ray, Steven L. Thomas, Alan C. Robinson and Debi Moon of the City of The Colony , State of Texas its true and lawful Attorneys) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons: guaranteeing the performance of contracts; and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, the said United States Fidelity and Guaranty Company, has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its Assistant Vice President and Assistant Corporate Secretary, this 13th day of January . A.D. 1999. �1Yti►a United States ideli and uaranty Company .ea? ro (Signed)............................_-.............................�•••••••...................................................... 1896 Assistant Vice President (Signed) BY..... �, � �tX�.a �X_............�sistiant�6or�porate ...................... Secretary State of Maryland) co Baltimore City 1 On this 13th day of January . A.D- , before m ..pbn lly came Michallgan, Assistant Assistant Vice President of United States Fidelity and Guaranty Company, and Michael Mc i i sistant Corporate etary of said Cqi th both of whom I am personally acquainted, who being by me severally duly sworn, said, that they, th ichael Keegan , ichael McKibben ' ectively the Assistant Vice President and the Assistant Corporate Secretary of the said United States FideUyid Guaranty Con3fly4tthe corporation c ' in and which executed the foregoing Power of Attorney; that they each knew the seal of said corporation; that the seal affixed � a wer of Attom such corporate seal, that it was so affixed by order of the Board of Directors of said corporation, and that they signed their names the, like order t Vice President and Assistant Corporate Secretary, respectively, of the Company. My Commission expires the 13th �a 1bf Ju 9;20t02. `Y�rgrnav (Signed) By.... .. .._._.........:...'..../.. ".N...Y. . ...... V.! %"!•w �.`'.... Notary Public a nroxE� This Power of Attorney is granted under and by authority of the following Resolutions adopted by the Board of Directors of the United States Fidelity and Guaranty Company, September 24, 1992: Resolved, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorneys) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or an Executive Vice President, or a Senior Vice President, or a Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Corporate Secretary, under their respective designations. The signature of such offices may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the company with respect to any bond or undertaking to which it is validly attached. Resolved, That Attorney(sl-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s)-in-Fact shall be as binding upon the company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Michael McKibben, an Assistant Corporate Secretary of the United States Fidelity and Guaranty Company, do hereby certify that the foregoing are true excerpts from the Resolutions of the said Company as adopted by its Board of Directors on September 24, 1992 and that these Resolutions are in full force and effect. I, the undersigned Assistant Corporate Secretary of the United States Fidelity and Guaranty Company do hereby certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Testimony Whereof, I have hereunto set my hand and the seal of the United States Fidelity and Guaranty Company, on this 7th day of June, 1999 - I C��3Cl c— -- ..............................:................................-.................................... too Assistant Corporate Secretary 4f? Iht4 FS 3(10/98) 0 0 0 0 W 0 a a 0 0 0 0 ci 0 0 a PART G CONTRACT CITY OF FORT WORTH, TEXAS CONTRACT U THE STATE OF TEXAS 0 KNOW ALL MEN BY THESE PRESENTS: J] COUNTY OF TARRANT THIS agreement made and entered into this the 1St day of June , 1999 by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within ri said City on the 11th day of December, A.D., 1924, under the agthority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in acco?dance with a resolution duly passed at a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter atermed Owner, and Stanfield Enterprises, Inc. dba S & J Electric HEREINAFTER CALLED Contractor. 0 WITNESSETH: That said parties have agreed as follows: 1. I I 0 I That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: SCHOOL FLASHER IMPROVEMENTS PHASE I 0 Designated as project number, C115/020115031074 f 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 all the Plans, Specifications and Contract Documents prepared by 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, Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 0 0 G-1 0 0 0 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 Transportation and Public Works Q Department of the City of Fort Worth. 0 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the U commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Transportation and Public Works Department of the City of Fort Worth and the City Council of the City of Fort Worth within a period of Ninety (90) working days. If the Contractor should fail to complete p ete the work as set forth in the Plans, Specifications and Contract Documents within the time so stipulated, plus any addtional 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 $ 210.00 per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 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 fl 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. U 6. Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend, at its own expense, Owner, its officers, agents, servants and employees, from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection fl with, directly or indirectly, the work and services to be per4ormed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by the alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the City; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City, its officers, agents, servants, and employees for any and all claims or suits for property loss or damage, and/or personal injury, including death, to any and all persons of whatsoever kind of character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be 0 G-2 4\ performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by the alleged negligence of the officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the City. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless City from and against any and all injuries, damage, loss or destruction to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors subcontractors, licensees, or flinvitees of the Owner. In the event a written claim for damages against the Contractor or its subcontractors remains fl unsettled at the time all work on the project has been completed to the satisfaction of the Director of 'the Transportation and Public Works Department, as evidenced by final inspection, final payment to the Contractor shall not be recommended by the Director of the Transportation and Public Works Department for a period of thirty (30) days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claims concerned remain unsettled at the expiration the -above 30 -day period, the Contractor amay be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in the amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi- final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for pdamages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: (1) The claim has been settled and a release has been obtained from the claimant involved, or (2) Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. LIIf condition (1) above is met at any time within the six -(6) month, period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six -(6) month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six-month period, the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth fl Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 0 I G-3 0 I. 7. I 0 0 I u ki I X 0 0 II 0 II 0 Ii III The Contractor agrees, on the execution of this Contract,iand before beginning work, to make, execute and deliver to said City of Fort Worth good and sd ficient 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 One Hundred 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. EJ 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 invoice from the Contractor. The agreed upon total contract amount shall be: Two Hundred Forty Four Thousand Four Hundred Forty One Dollars and Twenty Five Cents $244.441.25 9. It is further agreed that the performance of this Contract,leither in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without th , written consent of the Director'of the Transportation and Public Works Department. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copies verbatim herein. 11. The Contractor shall procure and shall maintain during the life of this contract insurance as specified in paragraph 8 of the Special Instructions to Bidders of the Contract Documents. 12. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. Pi G-4 IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six (6) counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in Six (6) counterparts with its corporate seal attached. Done in Fort Worth, Texas, this the 1St day of June , 1999. CITY OF F(RT WORTH STAscze 1C...., 1 A S$ C�.e�-rRsc l (Contractor) BY: (Representati ) t?iE5��T (TITLE) (Address) (City/State/Zip) tJ I November 1960 Revised May 1986 Revised September 1992 Revised January 1993 Revised April 1999 I ASSISTANT CITY MANAGER APPROVED: •:- 7P&tz%4r. DIREC R, TR FSPOR-TATIO AND PUBLIC WORKS ATTEST: CITY ECRETARY (SEAL) APPROVED AS TO FORM & LEGALITY: ASSIST CITY ATTORNEY C' /752/ Contract Authorization Date G-5 0 III 0 0 0 0 0 a a El 0 0 0 APPENDIX GENERAL NOTES QUANTITY ESTIMATES PLANS STANDARD DETAILS a ci U 0 0 7 I D GENERAL NOTES SCHOOL FLASHERS 1. Each school flasher installation consists of the following principal items: 1.Installing school flasher cabinet, all signs and metal sign posts. 2.Furnishing and installing signal heads, conduit, signal cable, wood and metal poles and ground boxes. 1.3.Furnishing and installing any other items not listed above which are needed to provide a complete school traffic signal as called for in the plans andispecifications. 2. Contractor shall notify Russell O'Neal of the Traffic Services Division (871-7738) at least one week prior to starting work on this project. 3. The school flasher cabinet, all signs and their metal posts are* supplied by the City and will be available for pick up from the Transportation/Public Works (T/PW) Traffic Services Division at 3409 Harley Avenue. fl4. Contractor will only be allowed to work from 9:00 a.m. to 4:0Q�p.m. unless otherwise authorized by Engineer. 0 D 5. A representative from the Traffic Engineering Division shall be present when the signal is placed in operation. The Contractor shall contact Russell O'Neal (871-7738) to arrange time and date of signal turn -on. 6. Test period for signals: once the school flashers signals have been installed and placed in operation, 6 they shall operate continuously for a minimum of 30 calendar days in a satisfactory manner. During the test period, the Contractor shall repair any malfunctions to equipment he supplied on the project. Any failures during the 30 days may cause the test period to start over. FOUNDATIONS n 1. Dimensions shown on plans for locations of poles, conduit, and other items may be varied to meet u local conditions, subject to approval of Engineer. 2. Contractor shall clean up and remove from work area all loose�material resulting from construction �J operations each day before work is suspended. POLES 1. Wood Poles shall be 30' Class 3 and Pentachlorophenol pressure treated (Reference Specifications). 2. Metal Poles shall be the City of Fort Worth Transportation & Public Works Department Type 6, which has a 8.7" bottom diameter x 4.64" top diameter x 29' tall x 3 gage thick (Reference Specifications). 0 Q 0 0 0 B 0 I El 0 0 Q a 4 0 0 SCHOOL FLASHER CABINET 1. Contractor shall install school flasher cabinet and connect all field wires. 2. City will program school flasher pager unit. CONDUIT 1. Rigid metal conduit (1 1/a") shall be used for conduit attached to poles as noted on plans. 2 1 1/a" Schedule 40 PVC shall be used for under ground conduit runs. 3. A continuous grounded system shall be provided in PVC conduit by running 1 — #10 bare copper in conduit between poles and grounding at each pole ground rod. 4. If it is determined that it is impractical to place conduit by jacking or boring across a street or roadway, open trench method may be used (with authorization of the Engineer) at no additional cost to the City. In the event that open trench method is used, the trehch shall be reconstructed as shown in the City of Fort Worth Standard Specifications for Street and Storm Drain Construction for trench repair of the various pavement types. SIGNAL HEADS 1. Contractor shall supply all signal heads and mounting hardware. Astro Brac cable mounting assemblies shall be used. 2. Contractor shall supply 60 watt lamps with a 8000 hour life rating for all signal heads. TRAFFIC SIGNS AND PAVEMENT MARKINGS 1. All traffic signs shown on plans will be furnished by the City. . 2. Contractor will install or relocate all signs as shown on plans. 3. All permanent pavement markings will be installed by the City. DIMENSIONS 0 1. All dimensions shall be to the nearest face of curb. Q Page 2 U EXISTING UTILITIES UI.Contractor shall contact the following utility companies 48 hours prior to doing any work at any locations: 1.1. Lone Star Gas Metro (214) 26-3444 0 1.2. Southwestern Bell Enterprise 980'; 1.3. AT&T 1-800-878-87111 1.4. Marcus Cable 246-5538 9 1.5. Western Union Cable (214) 939-1930 1.6. TU Electric 1-800-233-2133 D 1.7. 1.8. City of Fort Worth Water Dept. 871-8275 City of Fort Worth T/PW Dept. 871-8100 2. Contractor shall be responsible for the following at no additionalcost to the City: DUI 2.1. Preventing any property damage to property owner's pole, fences, shrubs, mailboxes, etc. Any damaged property will be restored as directed by Engineer. 2.2. Providing access to all driveways during construction. D 2.3. Protecting all underground and overhead utilities and repair any damages. fl 3. No additional payment will be made for relocation of any foundations or conduit due to location of existing utilities. 0 U4. Texas State Law, Article 1436C, makes unlawful the operation of equipment or machines within 10 feet of any overhead electrical line unless danger against contact{,with high voltage overhead lines has been effectively guarded against pursuant to the provisions of the article. When construction operations require working near an overhead electrical line, the Contractor shall contact the owner/operator of the overhead electrical line to make adequate arrangements and to take necessary safety precautions to ensure that all laws, electrical line owner/operator requirements and standard 9 industry safety practices are met. 5. If any City of Fort Worth water utility is in the vicinity of a proposed pole foundation (within 3.0 afeet), then the Contractor will hand dig to uncover the water lineiand verify that the proposed pole foundation location is satisfactory. 9 MATERIALS 01. City will provide the materials shown on the estimate summary sheet(s) except items with the word CONTRACTOR in the part number column. O 2. Contractor shall provide items as noted on the estimate summary sheet(s) as noted by the word CONTRACTOR and all additional items not specified to complete the construction of the school flasher signal. U 11 Page 3 0 O O O O O O© O O O c ® O O CI O Estimate Sheets for School Flasher Improvement Phase Item No. Part No. Description Unit No. 1 Stalcup & Fitzhugh No. 2 Eastland & Edgewood Ter No. 3 Village Creek & Reed No. 4 1-35 & Biddison No.5 College & Myrtle No. 6 Overton Park E & Harlanwood 1 CONTRACTOR MOBILIZATION LS 0.036 0.036 0.036 0.036 0.036 0.036 2 CONTRACTOR TYPE 2 FLASHER UNIT EA 2 3 CONTRACTOR TYPE 3 FLASHER UNIT EA 2 2 2 2 2 4 CONTRACTOR GROUND BOX - SMALL WITH LID EA 4 5 CONTRACTOR CONDUIT PVC 1-1/4" LF 15 6 CONTRACTOR CONDUIT RIGID METAL 1-1/4" LF 60 40 60 40 60 60 7 CONTRACTOR CONDUIT PVC 1-1/4" BORE LF 45 8 CONTRACTOR OVERHEAD #6 TRIPLEX LF 960 1250 740 450 840 515 9 CONTRACTOR 2 - #8 BLACK LF 60 40 60 110 60 60 10 CONTRACTOR 1 - #8 WHITE LF 60 40 60 110 60 60 11 CONTRACTOR TYPE 6 SIGNAL POLE EA 2 12 CONTRACTOR WOOD POLE EA 1 1 1 3 2 2 13 CONTRACTOR ELECTRICAL SERVICE EA 1 1 1 N/A 1 1 14 CONTRACTOR INSTALLATION OF SIGNAL MISC. LS 0.036 0.036 0.036 0.036 0.036 0.036 15 CITY SCHOOL FLASHER CABINET EA 1 1 1 N/A 1 1 Item No. Part No. Description Unit No.7 Overton Park W & Glenwood No.8 Virgil & Anglin No. 9 Nashville & Ave D No. 10 Seminary & Sixth No. 11 Campus & Seminary No. 12 Hemphill & W. Bewick 1 2 3 4 5 6 7 8 CONTRACTOR 11OBILIZATIZ31 - LS ""'x:036°- 0.036 0.036"'" - R 0.036 0.036 " ' "0O36 CONTRACTOR TYPE 2 FLASHER UNIT EA 4 CONTRACTOR TYPE 3 FLASHER UNIT EA 2 2 2 4 2 CONTRACTOR GROUND BOX - SMALL WITH LID EA 1 8 CONTRACTOR CONDUIT PVC 1-1/4" LF 55 980 CONTRACTOR CONDUIT RIGID METAL 1-1/4" LF 60 60 60 120 80 40 CONTRACTOR CONDUIT PVC 1-1/4" BORE LF CONTRACTOR OVERHEAD #6 TRIPLEX LF 1305 860 1305 1500 915 9 10 11 12 13 14 15 CONTRACTOR 2 - #8 BLACK LF 60 60 60 120 230 1040 CONTRACTOR 1 - #8 WHITE LF 60 60 60 120 230 1040 CONTRACTOR TYPE 6 SIGNAL POLE EA 2 1 CONTRACTOR WOOD POLE EA 5 3 1 4 1 CONTRACTOR ELECTRICAL SERVICE EA 1 1 1 N/A N/A 1 CONTRACTOR INSTALLATION OF SIGNAL MISC. LS 0.036 0.036 0.036 0.036 0.036 0.036 CITY SCHOOL FLASHER CABINET EA 1 1 1 1 1 1 O Q © ® c 0 O Q Q = Q' c c © a Estimate Sheets for School Flasher Improvement Phase I Item No. Part No. Description Unit No. 13 Hemphill & Jessamine No. 14 Wilbarger & Foard No. 15 Cypress & 18th No. 16 Old Benbrook & Kermit No. 17 Little Fox & Peppertree No. 18 American Flyer & Deauville 1 = CONTRACTOR MOBILIZATION LS 0.036 0.036 0.036 0.036 0.036 0.036 2 CONTRACTOR TYPE 2 FLASHER UNIT EA 3 CONTRACTOR TYPE 3 FLASHER UNIT EA 2 2 3 4 2 2 4 CONTRACTOR GROUND BOX - SMALL WITH LID EA 3 9 5 CONTRACTOR CONDUIT PVC 1-1/4" LF 330 725 6 CONTRACTOR CONDUIT RIGID METAL 1-1/4" LF 80 60 80 100 20 60 7 CONTRACTOR CONDUIT PVC 1-1/4" BORE LF 35 95 8 CONTRACTOR OVERHEAD #6 TRIPLEX LF 1080 1080 1230 1790 740 9 CONTRACTOR 2 - #8 BLACK LF 445 60 80 100 880 60 10 CONTRACTOR 1 - #8 WHITE LF 445 60 80 100 880 60 11 CONTRACTOR TYPE 6 SIGNAL POLE EA 1 2 1 12 CONTRACTOR WOOD POLE EA 1 3 5 4 13 CONTRACTOR ELECTRICAL SERVICE EA 1 1 1 1 1 1 14 CONTRACTOR INSTALLATION OF SIGNAL MISC. LS 0.036 0.036 0.036 0.036 0.036 0.036 15 CITY SCHOOL FLASHER CABINET EA 1 1 1 1 1 1 Item No. Part No. Description Unit No. 19 Weiler & Meadowbrook No. 20 Calmont & Laredo No. 21 New York & Colvin No. 22 N.E. 37th & Weber No. 23 South Hills & Park Ride No. 24 Dewey & Oscar 1 CONTRACTOR MOBILIZATION LS 'i�"03 0.036 `0:U3 0.036 0.036'' ` - 0.036 2 CONTRACTOR TYPE 2 FLASHER UNIT EA 3 CONTRACTOR TYPE 3 FLASHER UNIT EA 2 2 2 2 2 2 4 CONTRACTOR GROUND BOX - SMALL WITH LID EA 3 5 CONTRACTOR CONDUIT PVC 1-1/4" LF 120 6 CONTRACTOR CONDUIT RIGID METAL 1-1/4" LF 60 60 60 60 80 60 7 CONTRACTOR CONDUIT PVC 1-1/4" BORE LF 60 8 CONTRACTOR OVERHEAD #6 TRIPLEX LF 1140 975 850 625 740 830 9 CONTRACTOR 2- #8 BLACK LF 60 60 60 60 260 60 10 CONTRACTOR 1 - #8 WHITE LF 60 60 60 60 260 60 11 CONTRACTOR TYPE 6 SIGNAL POLE EA 12 CONTRACTOR WOOD POLE EA 2 1 1 2 2 2 13 CONTRACTOR ELECTRICAL SERVICE EA 1 1 1 1 1 1 14 CONTRACTOR INSTALLATION OF SIGNAL MISC. LS 0.036 0.036 0.036 0.036 0.036 0.036 15 CITY SCHOOL FLASHER CABINET EA 1 1 1 1 1 1 c c© C7 ® O c O CJ O= cJ O= O©= Estimate Sheets for School Flasher Improvement Phase I Item No. Part No. Description Unit No. 25 Shackleford & Cutter No. 26 Wichita & Martin No. 27 Henderson & Shaw No. 28 Baurline & E. 12th TOTAL PROJECT 1 CONTRACTOR MOBILIZATION LS 0.036 0.036 0.036 0.036 1 2 CONTRACTOR TYPE 2 FLASHER UNIT EA 6 3 CONTRACTOR TYPE 3 FLASHER UNIT EA 2 2 2 2 57 4 CONTRACTOR GROUND BOX - SMALL WITH LID EA 28 5 CONTRACTOR CONTRACTOR CONDUIT PVC 1-1/4" LF 2225 6 CONDUIT RIGID METAL 1-1/4" LF 40 60 40 60 1720 7 CONTRACTOR CONDUIT PVC 1-1/4" BORE LF 235 8 CONTRACTOR OVERHEAD #6 TRIPLEX LF 1085 880 745 565 24995 9 CONTRACTOR 2 - #8 BLACK LF 40 60 40 60 4345 10 CONTRACTOR 1 - #8 WHITE LF 40 60 40 60 4345 11 CONTRACTOR TYPE 6 SIGNAL POLE EA 9 12 CONTRACTOR WOOD POLE EA 2 1 2 52 13 CONTRACTOR ELECTRICAL SERVICE EA 1 1 1 1 25 14 CONTRACTOR INSTALLATION OF SIGNAL MISC. LS 0.036 0.036 0.036 0.036 1 15 CITY SCHOOL FLASHER CABINET EA 1 1 1 1 27 C- REMOVE EXISTING SPEED LIMIT 30 SIGN AND POST INSTALL (1) TYPE 3 FLASHER AND (1) "SPEED LIMIT 20 WHEN FLASHING" SIGN ON EXISTING WOOD STREET LIGHT POLE b INSTALL (1) SCHOOL FLASHER O CABINET AND SERVICE ON EXISTING WOOD STREET LIGHT POLE (POWER FROM TRANSFORMER) a0 0D Co INSTALL (1) "END SCHOOL ZONE" SIGN AND POST 5400 BLK ANDERSON ST_ 30' ROADWAY RELOCATE SCHOOL ADVANCE SIGN TOE FROM-- N PROPOSED NEW LOCATION OF SCHOOL ADVANCE /.___...._____ SIGN AND POST INSTALL (1) "END SC)�OOL ZONE" SIGN AND POET B RELOCATE (1)SCHOOL ADVANCE SIGN AND POST .` TO 49SOUTH OF RAMEY AV. 5500 BLK FITZHUGH ST. 40 ROADWAY a o INSTALL (1) TYPE 3 FLASHER AND (1) "SPEED LIMIT 20 WHEN FLASHING" SIGN ON (1) NEW WOOD POLE I.) n 5500 BLK ANDERSON ST. eD 36' ROADWAY {E LEGEND OVER HEAD SERVICE UNDERGROUND SERVICE O --j, EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER EXISTING UTILITY POLE SCHOOL FLASHER CABINET rl� EXISTING TRANSFORMER Ll� FOR ELECTRICAL SERVICE ti Z m DRAWING No. 3 U f tj I LOCATION No. 6451 DEPT OF TRANSPORTATION CITY OF AND PUBLIC WORKS FORT WORTH TRAFFIC ENGINEERING SCHOOL FLASHERS STALCUP RD. & FITZHUGH ST. ( DUNBAR 7th & 6th GRADE SCHOOL ) DRAWN BY: JOE RADENZ CHECKED BY: 8 a DATE: 4-06-99 DATE: 4/7 APPROVED BY:60NQb,\& DATE: y/$/4`I DRAWING NOT TO SCALE SHEET No. 1 OF 33 0 0 0 Ir 0 0 0 0 0 0 0 0 0 0 0 0 a 0 a 36,Rosoo s o/ R REMOVE EXISTING goWq yCk T SCHOOL ZONE SIGN & INSTALL (1) TYPE 3 FLASHER WITH (1) "SPEED LIMIT 20 WHEN FLASHING" SIGN ON EXISTING WOOD POLE (POWER FROM EXISTING ELECTRICAL TRANSFORMER) EDGEWOOD TERRACE 3900 BLOCK 32' ROADWAY FRESHFIELD EXISTING SCHOOL ADVANCE SIGN & POST 23' INSTALL (1) } SCHOOL FLASHER CABINET & SERVICE o q" ON EXISTING WOOD POLE o Q Co m 0 0 12't1" 4900 BLOCK 32' ROADWAY EXISTING 'L SCHOOL ADVANCE o SIGN & POST m 0 0 co 151' LEGEND OVER HEAD SERVICE UNDERGROUND SERVICE .o EXISTING STREET LIGHT POLE T SCHOOLZONE FLASHER • EXISTING UTILITY POLE SCHOOL FLASHER CABINET EXISTING TRANSFORMER FOR ELECTRICAL SERVICE ANGLIN 3800 BLOCK 40' ROADWAY REMOVE EXISTING SCHOOL ZONE SIGN & POST & INSTALL (1) TYPE 3 FLASHER & (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW WOOD POLE. /� N� -Ocnc-Z oo ≤ X mO m n 0 = 0o C. m0 m≤Zn O D a > = cnn m—r^ir zm zZ = D F -DG CA vcn5cn�+Zcnw to 0 vv Xr— -� O m On z--Ir— ( Z -:R Ni0 OM -n O p ms ='v` O :nD O O Ocn r' O W w W O Zvx O m 0 0 �wvo UD_I C7 N O m 0z cn cQ 278' 59`- 157' Z o 35' 131 4 120' o VILLAGE CREEK 3750 BLK 3700 BLK I- C) 3600 BLK m ROADWAY z v X F � � O < <n - c cnm- 28' ozz 3 Z0--1 �ZO Zr-z �n o Do Cn i p O OS o o���DNLm 131 ozZ o° c� ' oo OZmmcn-iz� camp r o0 �z�rmrzm rn `n n � • -=N-1 cno 4 cnZ ZG� -LmDp m G7 Z P. a c w O O p g 'n m C7 Cn v �^ n Cn r O �\ :10 q z `eQo� D z N O 1.IJ nc 0 W h mo m� m0 OG) 1 1Z ((''O tO O Z � m m -m1 s e -O '�� COO Z7 C7 v o m m (.9 T m 7 Q© 1 c © © c cJ = c c ® j= Q= W C -n N � -00 CO3 C) O C2 O 7O O Cl) Zr om> O D D = Nn n c7m� o F r m zm nm zz = m�c� D c -DG v Cn O mw5mmEwx 0zmm�CAUSM DO Xr0 �, Z m Zm=>>O v mom �On ,- Z.o mF �O �nT O p 0 0r= 00 W 00 =_m--i= z0)<m O O �Wvo v<cn O 0 N m Ooz l 278' 59 157' zo 35 131 120 VILLAGE CREEK 3750 BLK 3700 BLK 3600 BLK (,7 ROADWAY z0 X i 50x 28' 0< (n Cl)I ozZ D.OZ Zb I �mG� b) a o zmm _ oD a' o �w:cn„2wm 131 ONG) -UNOM c�= ZO z c� ozmmv-�'iZ _ OZ� cnm O o0 O '0m zmr-rn�zm ^'� T. m rm ==1�-IOcn 4 ©• �trtrJJn ND —Zc=�-in gE m ZO -mDO= O O ~ �N �O A ` o55 /mom Tn -` 1� 1 y r,y n -� O • ' O z O W M::! m0 m0 mo �r mz s 20 m0 00 rn z tad m o C-) in z N m Z Z Z y mo : m m m wT C, ;o Q LEGEND OVER HEAD SERVICE 21' I UNDERGROUND SERVICE BIDDISON ST. . EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER I r GROUND BOX • EXISTING UTILITY N EXISTING � (PULL BOX) POLE Li ELECTRICAL SERVICE ; ® SCHOOL FLASHER AND FLASHER CABINET CONTROL CABINET NG TRANSFORMER USE EXISTING FOR ELECTRICAL SERVICE EXISTCONDUIT TO RUN .-+ SERVICE N .-I W E INSTALL (3) NEW p (2) EXISTING WOOD POLES TYPE 2 SCHOOL S FLASHERS RIPY ST. o o � N Q GENERAL NOTE REMOVE (2) SCHOOL ZONE 0 CONTRACTOR TO TRENCH SIGNS AND POST AND Q AND BORE INSTALL (2) TYPE 2 O UNDER EXISTING FLASHER AND (2) SPEED ROADWAYS AND LIMIT 20 WHEN FLASHING SIGN PAVEMENT AS REQUIRED ON NEW TYPE 6 EMBEDDED W UMETAL POLES - BORE CONDUIT 0 BETWEEN POLES - C')o o Q O o BUTLER ST. mm 0 INSTALL (2) END = SCHOOLZONE - DRAWINONO. 3030 LOCATION No. 6340 SIGN AND POST O O DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS rrwou TRAFFIC ENGRfERING CONTRACTOR TO FIELD T T I -35W & BIDDISON ST. VERIFY ALL LOCATIONS (WORTHHEIGHTS ELEMENTARY SCHOOL) FOR TRENCHING AND RAWN AJB MARCHS1,19!� Gl 99 lbd�rnc �1h71a Y DATE: BORING UNDER PAVEMENT APPROVED EYy] w A r, Y :418189 DRAWINGGG�JNOTTOSCALE I OF 33 C © c d C = CSI tJ c c c3 CJ C i c Q © c] = cnnx Z o N --i 0— >G) C) m —r 0 0 0 Co I- 0 C) A 1500 BLOCK 252' ci rn 0M =1'ofn(,7M oX 0 z Z x m n z o m Z��-nr-wpm D M CD O cn— *=m= m o 0 c O(71 w r Z m m r O 0 0 0 0 W 0 C) < cn z m 0 36' ROADWAY COLLEGE AVENUE m 0 O0 CZ1) 4r„vxz=b Jj-ocnmmr � m �mOm m N ≤J no o m r 370' C c c C r C C i 0 0 a ox.i-0�Om z Z x m D z o m=m�----Iicn *—m= cncnm o r 0 O O r G7nx Z =O Cn —I O p 'o �" N O c 0 Or a G7 z m m c n m 166' 207' 1400 BLOCK f1-► ' 1 -I 217' ml -nm Ox �cn Cl) mo c5) m m� C)Oi >0 = m o— m_ { T1 Cl, 5C) � z �^ r' 0— = 0G') mN m CnC mz �m me 00 C z O 0 n cn m .Z7 0 ml ii Yi �'�"' Z v I 0 0 0 0 0 0 0 a a 0 a 0 0 a 0 0 0 a 0 REMOVE SCHOOL ADVANCE SIGN ON POLE PLI AAIFIIAIAI 4200 BLOCK RELOCATE SCHOOL ADVANCE SIGN ON EXISTING WOOD POLE m REMOVE EXISTING Lo SCHOOL ZONE SIGN M AND POST T- LEGEND OVER HEAD SERVICE •-x EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE SCHOOL FLASHER CABINET [t} EXISTING TRANSFORMER FOR ELECTRICAL SERVICE N 30' ROADWAY GLENWOOD W E 4200 BLOCK INSTALL ,1 "TYPE 3 FLASHER" 4225 4221 s WITH (1) "SPEED LIMIT 20 WHEN Ay' FLASHING" SIGN ON ELECTRICAL SERVICE FROM NEW WOOD POLE TRANSFORMER INSTALL FLASHER CABINET AND SERVICE ON EXISTING WOOD POLE /1. I 'I' 160' OD INSTALL (1) "TYPE 3 FLASHER" WITH (1) "SPEED LIMIT 20 WHEN FLASHING" SIGN ON NEW WOOD POLE EXIST SCHOOL ADVANCE SIGN AND POST c) o 42201 1 I F4216 (30' ROADWAY) ii a a Z O YO o m l- t)- o W C') 1 I AN WOOD 4200 BLOCK DRAWDEO Na 3026 LOCATION Na 6315 DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS F R WORTH TRAFs�cENCHEERRx SCHOOL FLASHERS OVERTON PARK E & HARLANWOOD DR. TANGLEWOOD ELEMENTARY SCHOOL) DRAWN or. DATE CHEC10'•DNY: GATE: AJB, JTR MARCH 31,1999 Q ? APPROVED cY: DATE: 4,e(29 DRAWING NOT TO SCALE 6NEET N0. 6 OP 33 C CC3 Ci c c1= ] c tD c CD c c cj Q= a M coC cam G5-n-oam pmwsC cnCA--1Zcom G7-p��=m m n W G� r zmm m DoO �N=c--IUt m Cl)Z a, m zD-„rr--orm mQo ZZ w D O M� --NO o�Q,cnO c Z m p O x-=10 Z cncnm corn Dm ->c) -pZrr W O 0 o o�� fn z0.0.1 Z o in 02: O -n r- O 0 0 0 O= 0m -t po ao ao = O z z m cn z z m c m C) m z c rn 3100 BLOCK 0_ O N CTS o t0 W I � OVERTON PARK W. T 1000 BLOCK �„ v. 40' ROADWAY rn o m^ o0cn- xZnnz ? 1 y a p1-3 z �z M� D 0o W2N =mOpXZOn• r{ a �p �7 w ro O OW -i�OrZ90 zt O!G)cn \ �in (( DfN') rr 0 Dn mZ im'� Yi -n O rn� mm �0 M0 pc=i m� m c cnz N p Z Cl) S m Q n ?� D A mm SCEXIST CE SIGL ADVANCE SIGN O N REMOVE (1) SCHOOL ZONE SIGN AND POST L,,MOUNTCASTLE INSTALL (1) TYPE 3 FLASHER AND "SPEED LIMIT 20EXISTING END SCHOOL WHEN FLASHING" SIGN ON NEW WOOD POLEZONE SIGN ON STREET LIGHT POLE 3600 BLK 30' ROADWAY ANGLIN 3600 BLK 30ROADWAY FIELD VERIFY 3700 BLK ANGLIN 38' ROADWAY y w f5S J m •1 o O i m INSTALL SCHOOL FLASHER r T POWER FROM CABINET AND SERVICE ON -< EXISTING WOOD POLE / TRANSFORMER INSTALL NEW WOOD POLE BETWEEN DRIVEWAYS REMOVE SCHOOL ZONE SIGN AND POST AND INSTALL (1) TYPE 3 FLASHER AND (1)"SPEED LIMIT 20 J X82, WHEN FLASHING" SIGN /JAI ON (1) NEW WOOD POLE EXISTING END SCHOOL ZONE SIGN & POST EXIST SCHOOL ADVANCE SIGN * DRAM P° LEGEND ol" ' /I OVER HEAD SERVICE UNDERGROUND SERVICE p- EXISTING STREET LIGHT POLE SCHOOL ZONE I FLASHER EXISTING UTILITY POLE SCHOOL FLASHER CABINET T � EXISTING TRANSFORMER FOR ELECTRICAL SERVICE Cz c > C Cj C c C D c. c CD ci c CM C = c Cj c!'mz OzvV a mxo-- OZWcn s iiN 0? mNzn rZ0 Cncn--41 -+ C)Cl)-im-o -4 Or r 5O G) m O co m m -4 -n 0GZ)--nn a o p� CI) Cl) x o 0 m O v m mo `o �y aG) X91 � p, ` p O90 o m o vD 9 0 C)N F o 1300 BLOCK 1200 BLOCK NASHVILLE 1100 BLOCK 1000 BLOCK O•)o x G? 40' Roadway C) N �> moD Gym G7m — — �cnCA Z `` n� Z zmm0 z� Q ® OG)-O-vG)m. i 3Z m3 o O jC.) ?0< r OZmmZ0 a s m zr-n-0m Opu'Q°< m cnz m -0m tOn Z= �O o mcnmm x to vin Tm rm Inc O gym'—�Om -n w -� -1 ox n o- �n G�J-[ mz ism iniG a a n2 N r 3r -i Nmf?o_� m zO mz =o -i 5 ≤ mm mco -1 -1 m o yrp N> O�� z mZ -mi� m0 ocZ) m� �qi=7 m 4 M90� O�iQOZG) �-a T S �N m O O rZ��ZZ Z OO�QoNG) O -n r0 m O -n ro z N m 0 = O G) m 4Zi m r EXIST SCHOOL ADVANCE SIGN & POST - SLK 0 c I INSTALL (2) TYPE 2 FLASHERS & SPEED LIMIT 20 WHEN FLASHING SIGNS ON (2) NEW WOO NEW WOOD POLES �qM�S qVE f L REMOVE END SCHOOL ZONE SIGN AND POST IN MEDIAN. INSTALL END SCHOOL ZONE SIGN ON NEW WOOD POLE 72' b N w U o s o ZY Z m W o W �� to REMOVE END SCHOOL ZONE SIGN AND POST IN MEDIAN. INSTALL END SCHOOL ZONE SIGN ON NEW WOOD POLE - EXISTING END SCHOOL ZONE SIGN & POST 6th STREET 30ROADWAY 4300 BLK io w EXISTING END SCHOOL ZONE SIGN & POST INSTALL WOOD POLE AND ATTACH STREET LIGHT CIRCUIT AND T.U. NEUTRAL TO POLE WITH INSULATORS INSTALL (2) TYPE 2 FLASHERS & SPEED LIMIT 20 WHEN FLASHING SIGNS ON (2) NEW WOOD POLES INSTALL FLASHER CABINET ON EXISTING WOOD POLE CONNECT TO EXISTING TRAFFIC SIGNAL SERVICE ON WOOD POLE EXIST SCHOOL ADVANCE SIGN & POST LEGEND OVER HEAD SERVICE UNDERGROUND SERVICE O-0 EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER EXISTING UTILITY POLE SCHOOL FLASHER CABINET OsOEXISTING s TRANSFORMER FOR ELECTRICAL SERVICE N 2 m SEMINARY DR. 2500 BLOCK EXISTING CONDUIT EXISTING GROUND BOX r', APPROX. 55' OF NEW CONDUIT EXISTING SCHOOL ADV. INSTALL (2) TYPE 3 FLASHERS AND (2) SPEED LIMIT 20 0 WHEN FLASHING SIGNS m ONE ON EXISTING STREET LIGHT POLE & ONE ON NEW EMBEDDED TYPE 6 POLE O CV N Ii. EXISTING SCHOOL ADV. TRAFFIC SIGNAL --EXISTING LARGE ;a. GROUND BOX 00 CONNECT SERVICE IN EXISTING c TRAFFIC SIGNAL CABINET O N NEW GROUND BOX LEGEND OVER HEAD SERVICE / UNDERGROUND SERVICE • +r EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE SCHOOL FLASHER CABINET D' EXISTING TRANSFORMER FOR ELECTRICAL SERVICE INSTALL SCHOOL FLASHER CABINET ON EXISTING STREET LIGHT POLE N W E S INSTALL (2) TYPE 3 FLASHERS AND (2) SPEED LIMIT 20 MPH WHEN FLASHING SIGNS. ONE ON EXISTING STREET LIGHT POLE & ONE ON NEW EMBEDDED TYPE 6 POLE DRAWING No. 3033 LOCATION No. 6485 DEPARTMENT OF TRANSPORTATION Crrr OF AND PUBLIC WORKS FORT WORTH TRAFFIC ENGINEERING SCHOOL FLASHERS CAMPUS DR & SEMINARY DR. (O.D. HIGHSCHOOL) oo�tia ►Ybddar- LI(8(%j DRAWING NOT TO SCALE 11 °F 33 a a 0 0 a 0 0 0 a a 0 a 0 0 0 a 0 a 0 INSTALL (1) SCHOOL ADVANCE SIGN ON EXISTING SIGNAL POLE _ W. SHAW ST. 700 BLOCK O Lol INSTALL (1) TYPE 3 FLASHER WITH (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW TYPE 6 EMBEDDED METAL POLE GENERAL NOTE CONTRACTOR TO TRENCH AND BORE UNDER EXISTING ROADWAYS AND PAVEMENT AS REQUIRE INSTALL (1) END SCHOOL ZONE SIGN AND POST WOODLAND AVE. 700 BLOCK (30' ROADWAY) RELOCATE EXISTING SCHOOL ADVANC SIGN AND POST T 163' INSTALL (1) END SCHOOL ZONE SIGN AND POST J. 0 0 M M LEGEND OVER HEAD SERVICE UNDERGROUND SERVICE i EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE © SCHOOL FLASHER CABINET G]. EXISTING TRANSFORMER FOR ELECTRICAL SERVICE POWER FROM TRANSFORMER NEW WOOD POLE N W E S - fl (30' ROADWAY) I,: W. BEWICK ST. C/) J J- INSTALL (1) SCHOOL FLASHER CABINET AND SERVICE ON EXISTING STREET LIGHT POLE T ILIA INSTALL (1) TYPE 3 FLASHER WITH (1) SPEED LIMIT 20 WHEN FLASHING" SIGN ON EXISTING STREET LIGHT POLE FROM IC) 1 r DRAWING No. 3034 LOCATION No. 6341 i DEPARTMENT OF TRANSPORTATION TO AND PUBLIC WORKS CRY of FORT WORTH TRAFFIC EN4p1EERING SCHOOL FLASHERS HEMPHILL ST. & W. BEWICK ST. CONTRACTOR TO FIELD (OUR LADYOF TE VERIFY ALL LOCATIONS AJB W MARCH31, BY DATL FOR 999 CRED� '4tflg BORING AND ORING UNDER ARFRGVED•Y: PAVEMENT DRAWING NOT TO SCALE 12 OF 33 c M c cj c = c CD C cJ c3 c3 c3 C2 Ccj c :7 415' C- m G)tn O m Zr -I zv m Ci) D D zOrrr- < >. -O 0. Ozm c0 Cl) m z v o a m w I- 0 325O 220' x i >O z p�� tT ao3 nrz o o `.. �m ors C z tnD � t �' Z y�s s O y 0 Z C `yam 0 W � y� rn w G)Z=>Gn =mmcncn—i �xzm=j 0 D - CDz=1 -0 m mCv w -� G) z 2200 BLOCK HEMPHILL ST 50' ROADWAY I- 0 C) cr) Z m Ocn *z OOD ///// m Z v O Ui- m 0 0 co 0 O _ rvnZ m0*:;'z rnX- mzm=D z= .n —4O mmr OO �r.mv�r v,o 3DrD� zD =�Zv m< y v- -lUi 0En0 W m r0 mz E- 200' N cn >0I - M 4-F 4 cn mz \ v rn O >0 Cl tT-n Gi n Cl) CO C) 2N 2 rrn D2 =y mp VI m: Zg mZ Cl)0 -mir O m� p4Z') MGG)) m rn -O-li T �N TNi O > r Z m C N m m m v z v�� m m LEGEND OVER HEAD SERVICE EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER EXISTING UTILITY POLE p SCHOOL FLASHER CABINET EXISTING TRANSFORMER FOR ELECTRICAL SERVICE REMOVE (1) END SCHOOL ZONE SIGN & POST INSTALL (1) NEW WOOD POLE. REINSTALL END SCHOOL ZONE SIGN ON NEW WOOD POLE. (49' EXISTING SCHOOL ADVANCE SIGN - 95' REMOVE (1) SCHOOL ZONE SIGN & POST INSTALL (1) TYPE 3 FLASHER & (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW WOOD POLE. INSTALL (1) SCHOOL FLASHER CABINET & SERVICE ON EXISTING STREET LIGHT POLE. (SERVICE FROM TRANSFORMER.) 1027' 3300 BLK. WILBARGER ST. 39' ROADWAY J O V; } LL Q � LL M REMOVE (1) SCHOOL ZONE SIGN & POST INSTALL (1) TYPE 3 FLASHER & (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW WOOD POLE. EXISTING SCHOOL ADVANCE SIGN. FIELD VERIFY & MAINTAIN 150' MIN. TO SCHOOL FLASHER 150' MIN. 48' 11, CHANGE SPEE END SCHOOL i J CD O Q � Q gD:: M 0 LIMIT 30 TO ONE SIGN. DRAWING No. 3036 LOCATION No. 6481 DEPARTMENT OF TRANSPORTATION N AND PUBLIC WORKS FOU WORRI TRAFFIC ENGINEERING W E SCHOOL FLASHERS WILBARGER ST. & FOARD ST. (OAKLAND ELEMENTARY SCHOOL) S DRAWN DATE IC}EOGD8C DATE J.L., JTR MARCH 31.1999 I P 0. f►'4i dd n 4! 719< DRAWING NOT TO SCALE I sww 14 I 33 \\ INSTALL (1) TYPE 3 FLASHER AND (1) `ep�o SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW WOOD boo POLE INSTALL (1) SCHOOL FLASHER CABINET AND SERVICE ON EXISTING WOOD UTILITY POLE WITH TRANSFORMER 93 (SERVICE FROM TRANS FORMER) NEW Xl WOOD POLE oo. T- I CHAMBERS ST. (28' ROADWAY) U S J O fh F '/� �M 0 C \ Ki"` INSTALL (1) NEW WOOD POLE REMOVE (1) SCHOOL ZONE SIGN AND POST AND INSTALL (1) TYPE 3 FLASHER WITH AND (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW WOOD POLE CHAMBERS ST. REMOVE (1) SCHOOL ZONE SIGN AND POST AND INSTALL (1) TYPE 3 FLASHER WITH AND (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW WOOD POLE LEGEND OVER HEAD SERVICE EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE SCHOOL FLASHER CABINET EXISTING TRANSFORMER FOR ELECTRICAL SERVICE w z co KERMIT AVE. 7400 BLOCK REMOVE (1) SCHOOL ZONE SIGN AND INSTALL (1)" TYPE 3 FLASHER" WITH (1)"SPEED LIMIT 20 WHEN FLASHING" SIGN ON NEW WOOD POLE ________ INSTALL SERVICE AND (1) SCHOOL FLASHER CABINET ON EXISTING WOOD POLE (SERVICE FROM TRANSFORMER) GARZA AVE. (42' ROADWAY) REMOVE (1) SCHOOL ZONE SIGN AND INSTALL (1)" TYPE 3 FLASHER" WITH (1)"SPEED LIMIT 20 WHEN FLASHING" SIGN ON NEW WOOD POLE EXISTING SCHOOL ADVANCE SIGN. FIELD VERIFY LOCATION AND MAINTAIN 150' MIN. TO - FLASHER. j M N 0 0 N CO z O U) 7450 BLOCK LEGEND OVER HEAD SERVICE .-* EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE © SCHOOL FLASHER CABINET [T} EXISTING TRANSFORMER FOR ELECTRICAL SERVICE ti INSTALL (1) SCHOOL ADVANCE SIGN AND POST. FIELD VERIFY AND T MAINTAIN 150' MIN. TO ll FNRp�cST. 39 SCHOOL FLASHER. REMOVE(1)SCHOOLZONE SIGN AND POST INSTALL (1) "TYPE 3 FLASHER" WITH (1) "20 MPH WHEN FLASHING" SIGN ON NEW WOOD POLE 23' 103' LEGEND OVER HEAD SERVICE • * EXISTING STREET LIGHT POLE SCHOOLZONE FLASHER • EXISTING UTILITY POLE SCHOOL FLASHER CABINET [�} EXISTING TRANSFORMER FOR ELECTRICAL SERVICE ELECTRICAL SERVICE OLD BENS OOK RD. FROM SCHOOL FLASHER CABINET INSTALLED FOR SCHOOL FLASHERS ON OLD BENBROOK RD. IN rn THIS CONTRACT REMOVE (1) SCHOOL ZONE SIGN AND INSTALL (1) "TYPE 3 FLASHER" WITH (1) "20 MPH WHEN FLASHING" SIGN ON NEW WOOD POLE DRAWING No. 3038 LOCATION No. 6332 DEPARTMENT OF TRANSPORTATION CITY OF AND PUBLIC WORKS FORT warm TRAFFIC ENGCFERING SCHOOL FLASHERS OLD BENBROOK & KERMIT AVE PART 2 (LUELLA MERRETT ELEMENTARY SCHOOL) AWN Y: OATS: EDer: AIR. JTR MARCH.31.1999 I1 Q N\1d '-U 7149 DRAWING NOT TO SCALE 17 or 33 -4o � O A � T T Z � N 0 1 =,r m '•r J yC')O Z R m -4rno 0 o N0 I 70' 8 r � C IIO I Ir I, I I 1 ' 600 BLOCK 70' 150' MIN T z= Z m 1 zmD< C) -vo mm�m O I o m8 *v—� 'y O >02 O -lo l— c" I NOcn D �� m3 -0x I 'NovD m mrom0 mCF D 2! c m omsz m'nmm v=� 0 G) mr z O nZ�z zC rG?x G)z OLn O !rz�'I mcnmZ 3mscn >0Z NO(,) Mo 0-1r r m�03n m�z ---I I Zx v -I0 m G) m�Or Oz 0 v o m 359' Co G) 1C4) in o m G) m LC cam') H = C)$ coa m y m Z C, 126' 1 , 150'1 36' ROADWAY LITTLE FOX LANE 700 BLOCK xo G7 Z m Tm C)CO TO Cg me 0 O rn O>< Mcn mz -0-11 Z1 �1 T M m nc) =0 o � " rn O CO m� r �O mo �N 0 Z m c)_ �� C) ' C rn-= m 1 z m o p b m S m m D 0 s rccnm cn o xxmmN-�z� 1OzvxrD< OZIm"r'��pm D -1XO c m oXz�ai o -- z"x No D tncnm Z-N-Im p < m��=n c < x ZOOvm�O D OOX OZU r rr- C))m�„rr„ W N o 0 W O 0 cn r X Z=fn O�'n 7C m <v.� r o z -I N cn Cl) OZ 3 O C) Omnmcn •'c W m O vzmp -I m o c c W m 21' 684'+/ -OVERHEAD SERVICE 22' 700 BLOCK ' Th 20' 130+!- 30' AMERICAN FLYER BLVD. 600 BLOCK (40' ROADWAY) �a o o z �Z�fn�zfna m mm -o rm Z D*m>.NIZE x --i o -i =ry< p • 'n v �rmcng-'�t �r Z may_-a-",�N m Q m �^'1 v Q . C �o A mZOx.�CD o% Vic, o Sn �x mz �1I =N �v Wcn vm�O �Z mp m� 2O �z n� = m Wzr �� T S �N., O m Z ON _ z mm z 6 tom≤ mO 0 ��„ n m m 5 Q O O Ot7 c vZ m m Sm m hn r m� LLLL N N N o M 0oznczn o o> p +n zmmz� W D c m co C 0 zm z0-N-I�r %7 C' W Z 2 Orn oO O O m o s�v w m O Z�n�Om ` mGZirnN w U/i N N <_ narnR --1 �m O r 0 oo M �o�—z OD Q v m o�Qoczi>G) 3 Nm � o O m0O>p n� ovMzt>0 m D �ZZ O Dv OTvr00 K . os�—NicOi� O fl F. D O m� to NNrn cn OT rp rn m� �o y Q m �z Z62' 1050' -� >G) m NNm 2200 BLK WEILER BLVD. 2100 BLK c-) x zU\\ (47' ROADWAY) v G7 , 107 C) m Nmm rOx o b Dp yNCi ≤C-1 m o� rn m�=Z c�zz oG)O a� rZ -iZa� Cho rn-n<O Noc rn ZOZ-�-1 mpo 05, �'o O_ �0 c o0 !n z m m- zp m� _� � ; NR0 o cn z C) -n I N c G) mO � r- o6) = rn Cl)ti S O m ai z m Qm Put= o �SZ� T mm m 07O". W w 0 0 Q [ii INSTALL (1) "SCHOOL ADVANCE SIGN AND POST INSTALL (1) TYPE 3 FLASHER WITH (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW WOOD POLE N N ED N LAREDO DR. (45' ROADWAY) O N INSTALL (1) END SCHOOLZONE SIGN AND POST INSTALL (1) "SCHOOL ADVANCE SIGN ON _ EXISTING STREET LIGHT POLE TI m INSTALL (1) END SCHOOL ZONE SIGN AND POST W Z O O En J v w V S N INSTALL (1) "SCHOOL FLASHER CABINET AND SERVICE ON E i- EXISTING STREET LIGHT POLE ELECTRICAL SERVICE FROM TRANSFORMER LEGEND OVER HEAD SERVICE EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE © SCHOOL FLASHER CABINET [T} EXISTING TRANSFORMER FOR ELECTRICAL SERVICE 94' INSTALL (1) TYPE 3 FLASHER WITH (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON EXISTING STREET LIGHT POLE T DRAWING No. 3042 LOCAnON No 6304 DEPARTMENT OF TRANSPORTATION CITY OF AND PUBLIC WORKS FJRTWORTH \\ N-.. TRAFFIC ENGINEERING LU SCHOOL FLASHERS CALMONT AVE. & LAREDO DR. WESTERNHILLS ELEMENTARY SCHOOL) WN : DATE: CKE0BY: A AJB MARCH311999 (30. OPPROVED DATE DRAWINGN�.OTwTUO1SSC`ALL-AE- 21 O° 33 EXISTING SCHOOL MARION AVE. ADVANCE. RELOCATE EXISTING END l OMSCHOOL ZONE. FROM E. MULKEY ST. 18' J° REMOVE EXISTING SCHOOL ZONE SIGN & POST INSTALL (1) TYPE 3 FLASHER AND (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW WOOD POLE. zo INSTALL (1) SCHOOL FLASHER CABINET ce) & SERVICE ON EXISTING WOOD UTILITY POLE. (32' ROADWAY) E. ROBERT ST. 1000 BLK. m 0 0 co N 100004! 1008 0) Co M EXISTING END SCHOOL ZONE. 36' LEGEND OVER HEAD SERVICE ' EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE SCHOOL FLASHER CABINET EXISTING TRANSFORMER FOR ELECTRICAL SERVICE SERVICE FROM 1001 1005 1009 EXISTING TRANSFORMER. -75' 50' 75' COLVIN AVE. 1000 BLK. (32' ROADWAY) INSTALL (1)TYPE 3 FLASHER & (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON EXISTING WOOD UTILITY POLE. REMOVE EXISTING SCHOOL ZONE SIGN & POST. MORNINGSIDE DR. 950 BLK. EXISTING DRAWING No. SCHOOL ADVANCE. DEPARTMI L AND PUB N W E s CONTRACTOR TO VERIFY SCHOOL ADVANCE SIGN IS MIN. 150' FROM FLASHER AND RELOCATE IF NECESSARY REMOVE EXISTING SCHOOL ZONE T SIGN & POST & INSTALL (1) TYPE 3 FLASHER & (1) "SPEED LIMIT 20 WHEN FLASHING" SIGN ON EXISTING STREET LIGHT POLE EXISTING END SZ SIGN 28' ROADWAY WEBER ST. 3700 BLOCK 179' INSTALL (1) SCHOOL FLASHER CABINET & SERVICE ON EXISTING rL ON EXI + STREET LIGHT POLE 2201 POWER FROM EXISTING TRANSFORMER C/) M INSTALL (1) NEW WOOD POLE SCHWARTZ AVE. 3700 BLOCK 29' ROADWAY LEGEND OVER HEAD SERVICE UNDERGROUND SERVICE . Kr EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE SCHOOL FLASHER CABINET EXISTING TRANSFORMER FOR ELECTRICAL SERVICE REMOVE EXISTING SCHOOL ZONE SIGN & POST & INSTALL (1) TYPE 3 FLASHER & (1) "SPEED LIMIT 20 WHEN FLASHING" SIGN ON NEW WOOD POLE ry4 0 wo MOZ O1 -imO O �V > m Cl) Z�fn-n2 •Dr.. yr w m=m>-, w O 0 0 cant w W OUDi Z� Ci C, r C Z=� C OO D=�"I % 3oZ IIO Z zrr o D OG� �m V mavac� z Do� mcn ii*�v0 m O O OZZ D Z ZOO anmoo; � AMU w cnNx00 �r ° Z w o O ZOO 0=- M l l 0 D v o O --1 z a Or z m 56 v 0 0 �pV �J m ` SOUTH HILLS AVE D O� Z= cn Z co oa n- 231' 155' 159' rnz J60' 60' 8Z9E � Z Z 3400 BLOCK •O i m v MIN. -I• • (44' ROADWAY) SOUTH HILLS AVE F C z D 3100 BLOCK �x �3 o F M 166' 311' d o _ cm�fnTZ0 4 .. • t+ -------- OZOa 'JZm=a v -qX_mr 3�nm ZTOmrr- o-IM!%or'Z m nod O y mzvm G% r�.�. r �X-1DN Z�<0 /^m ��C� m Z ogp Rccc,3 oQ -n� cox mz 2 YJ D yOZc/) 02_--1 K"' -V'i�ZNmr T1ZCi� z�n x m.y_.1 v,x 1 -i Z =p -�c" Gm z OpZo=' c>� -'- - �� oy r"A �6n m w M O m W n m O r m n 5; $ O m z at3 C=J e w O m m o z o '.3 mz '-IQ • m m 0 C., O = mm z P T ELECTRICAL SERVICE FROM TRANSFORMER RELOCATE EXISTING SCHOOL ADVANCE SIGN & POST MIN. - 150' FROM SCHOOL FLASHER M OSCAR AVE. 28' ROADWAY INSTALL (1)TYPE 3 FLASHER WITH (1) SPEED LIMIT 20 - WHEN FLASHING SIGN ON NEW WOOD POLE C O w Li M Q U 0 J m 0 N 3O' ROADWAY 3OOO BLOCK J INSTALL (1) SCHOOL / FLASHER CABINET AND SERVICE ON EXISTING STREET LIGHT POLE LEGEND OVER HEAD SERVICE .—Rs EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE © SCHOOL FLASHER CABINET II} EXISTING TRANSFORMER FOR ELECTRICAL SERVICE / HUTCHINSON ST. 3O' ROADWAY 3O5O BLOCK iiiiiiiii W E INSTALL (1)TYPE 3 FLASHER WITH (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON NEW WOOD POLE HALE AVE. DRAWING No. 3046 LODAnON No. 6131 EXISTING DEPARTMENT OF TRANSPORTATION SCHOOL ADVANCE AND PUBLIC WORKS ra °WORTH SIGN POST NCIE ENG1WRING iC) SCHOOL FLASHERS c DEWEY ST. & OSCAR ST. CV (DIAMOND HILLS ELEMENTARYSCHOOL) 1T No. RMTE: aREnar: 0 A1B MARCH31 1999IOdLtz"L h1 8 0-R DRAWING NOT TO SCALE "°. 25 oP 33 C Ems'c c t C) c-„} ' C C X1 '7 omnz Nm 0� m_c-)f mr fn'�iA�iZfni1 w w Gi='UrfAGim N oy Nr-c oznO ZR1mN-qzg O�vmrD-DC 'v 0 o O z 0 O Nn � 0 zrrrzm .. v.. rn 0 m o 00 'p N o $ Boa= r < n� O Z m m z v m c --I O Z CI) v Cl) 0 D 0 O�p�my2 CO) o --1 c O "wzo ...,.� o n m yr n Co D N 0 z D 863' m 177' 0 " 145' 0 0 97' n I ©-I \;c 4950 BLK SHACKLEFORD ST. 4900 BLK t c G m 0 (35'R0ADWAY) o Z G r C) n o W 00mti� Z= �N mZ� mm T Der v O(p �n o =300 -O c m Apo a m C) cn V O '77 •••� Z1 a 0 �o rti�0 tn� Tm< 4 ©• 1 m $ Aq ,A�� T •S •"I N� Tm Ox C!N U r N TN 5 O Cm Ox O rti 2y O m0 "'� 1r =0 m0 �� 00 m oy rn Z n o) -.- z r " S �� N O MN m.1 g N Cl) m -m-1 m m INSTALL (1) SCHOOL ADVANCE SIGN ON EXISTING STREET LIGHT POLE Co T - INSTALL (1) TYPE 3 FLASHER AND (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON EXISTING STREET LIGHT POLE GARDENIA ST. - 3300 BLOCK 31' ROADWAY Co 3O' ROADWAY KNOX ST. 3200 BLOCK INSTALL (1) END SCHOOL ZONE SIGN AND POST 3O' ROADWAY DENMAN ST. 3200 BLOCK INSTALL NEW WOOD POLE LEGEND OVER HEAD SERVICE ' UNDERGROUND SERVICE EXISTING STREET LIGHT POLE SCHOOL ZONE FLASHER • EXISTING UTILITY POLE SCHOOL FLASHER CABINET EXISTING TRANSFORMER FOR ELECTRICAL SERVICE F->- U) N Q o W U E io o CD 40' ROADWAY MARTIN ST. S 3200 BLOCK C7 co INSTALL (1) END o ELECTRICAL SERVICE SCHOOL ZONE m FROM EXISTING SIGN AND POST 44, TRANSFORMER T T-TH INSTALL (1) TYPE 3 FLASHER AND (1) SPEED LIMIT 20 INSTALL (1) SCHOOL FLASHER WHEN FLASHING SIGN CABINET AND SERVICE ON EXISTING STREET _ 25' ON EXISTING WOOD POLE LIGHT POLE r' DRAWING No. 3048 LOCATION No. 6482 DEPARTMENT OF TRANSPORTATION Cm OF AND PUBLIC WORKS FORT WORTH TRAFFIC ENGINEERING INSTALL (1) SCHOOL FLASHERS SCHOOL ADVANCE SIGN WICHITA ST. & MARTIN ST. ON EXISTING (GLENCREST MIDDLE SCHOOL ) STREET LIGHT POLE DRAWN•Y: DATE: CHECKED BY: DATE' AJB,JTR MARCH 31 1999 Ol 4ri4 APPROVED BY: M 4 DATE: ' I IS (�, DRAWING NOT TO SCALE " BNEETN°. 27 OF 33 rtjiijr ci Li _ % r w 0 \ ZMX> 0 % > 0 .113m< 0 r m 0 o >,— > ' 0 2 O « X O 2 > F, —>o O �rAgq M m z ZrN §02 Cl)q 0 -1 o R�0 >�rn r m�k� | ■>■ 698' 18' M2oo MM50 a R��� cnEkk / 7z■ . �� mo qq r w , HENDERSON ST. (30' ROADWAY) K a \ 0><C)z 98' /k=k/ P�m�p 2 i2� k �mmmn m=�@o� M P o ea| *mmD� g Zmi co Or -;U i - pOq @ /9o�m�0 k 4 ) k z r fd k2 §§ [] d5 §/ 2 O ZO « 2 z ON \� �/ mj �m \ "\ �0 ) m z z Z m 22 m §� ` § ENNIS AVE. 271 28' ROADWAY REMOVE (1) CONTRACTOR TO M SCHOOL ZONE VERIFY SCHOOL ADVANCE SIGN AND POST SIGN IS 150' MIN. FROM FLASHER T (RELOCATE IF NECESSARY) y TO INSTALL (1) TYPE 3 its FLASHER AND FROM RELOCATE (1) SPEED LIMIT 20 N EXISTING END WHEN FLASHING SIGN c SCHOOL ZONE ON EXISTING WOOD POLE ` SIGN LASALLE ST. 29' ROADWAY 2700 BLOCK N W E S E 12TH ST. 31' ROADWAY 2700 BLOCK INSTALL (1) END SCHOOL ZONE SIGN ON EXISTING POLE CD 00 ('1 29' ROADWAY 2700 BLOCK CONTRACTOR TO VERIFY SCHOOL ADVANCE SIGN IS 150' MIN. FROM FLASHER (RELOCATE IF NECESSARY) U) LLJ Z o J m LEGEND OVER HEAD SERVICE UNDERGROUND SERVICE EXISTING STREET LIGHT POLE T SCHOOLZONE FLASHER • EXISTING UTILITY POLE SCHOOL FLASHER CABINET D' EXISTING TRANSFORMER FOR ELECTRICAL SERVICE INSTALL (1) SCHOOL ZONE CABINET AND SERVICE I ON EXISTING WOOD POLE (POWER FROM EXISTING TRANSFORMER) Y 0 O m INSTALL (1) TYPE 3 FLASHER WITH (1) SPEED LIMIT 20 WHEN FLASHING SIGN ON EXISTING STREET Go LIGHT POLE REMOVE (1) EXISTING SCHOOL ZONE SIGN DRAWING No. OUQU LOCATION No. :DO DEPARTMENT OF TRANSPORTATION CITY F AND PUBLIC WORKS FORT OWORTH TRAFFIC ENGINEERING SCHOOL FLASHERS BAURLINE ST. & E 12TH ST. (VERSL4 L WILLLAMELEMENTARYSCHOOL) )RAWN : DATE: CAED BY: : AJB MARCH 31,1999ri G8, �iaddnx ' F(714 9 DRAWING NOTTO SCALE 29 OF 33 NOTE: TYPE "2" SCHOOL FLASHER SCHOOL 1 NOTE: SPEED ALL SIGN LIMIT HAVE8"1 LENS 20 WHEN FLASHING S SIGN METAL O WOOD Pi TYPE "2" SCHOOL ZONE FLASHER TYPE "3" SCHOOL ZONE FLASHER CONCRETE GROUND BOX AND CAST IRON COVER ----- OPENING AT END OF CONDUITS SHALL BE SEALED WITH DUCT SEAL. 8 BARE #8 A.W.G.• PVC CONDUIT ____I WITH 45• ELBOW y L •• r. 45' ELBOW r r • 18+- Y2+ WASHED GRAVEL OR .r r r• r r r CRUSHEDSTONE. • • • • •• SECTION A -A SHOWING DIMENSIONS OF BOX AND ACCOMPANYING FIELD INSTALLATION • PVC SHALL BE USED. ONE BARE NO. 8 A.W.G. SOLID COPPER WIRE SHALL BE USED TO FORM A CONTINUOUS GROUNDED SYSTEM. IDENTIFICATION PLATE �0 CAST IRON COVER GROUND BROOKS BOX DIMENSIONS COVER DIMENSIONS BOX PRODUCTS A 8 C D E LIFT EYE SMALL NO. 37 TFW 161/4" 23'/4" 12" t1 •' 18/4" LARGE 2034" 321/2" 12" 191/2" 31'/2" (2 PIECE LID) BROOKS PRODCUTS OR EQUIVALENT. B GROUND BOX DETAIL GROUND BOX NOTES COVER AND BOX ----------- CONCRETE BOX AND CAST IRON COVER S.L" X 4" LIFTING SLOTS COVER LIFT EYE ---------- MOLDED WITH COVER COVER LETTERING ---------1" INCISED LETTERS "TRAFFIC SIGNAL" PAINT COVER THE SIGNAL HEAD YELLOW COLOR. GROUND BOX AND COVER MUST BE ABLE TO WITHSTAND A MINIMUM CAST IRON TRNFI N I m 0 12,000 LB PER WHEEL LOAD. COVER THE GROUND BOXES FOR THIS PROJECT SHALL MEET THE REQUIREMENTS SHOWN ABOVE. THE CONTRACTOR WILL BE PERMITTED TO FURNISH LIKE MATERIALS OF ANY OTHER MANUFACTURER PROVIDED THEY ARE OF EQUAL E QUALITY AND COMPLY WITH THE SPECIFICATIONS. COVER THE GROUND BOXES SHALL BE PLACED AT ALL TURNS AND AT EVERY 150OF CONDUIT RUN. NEUTRAL NOTE: CONTRACTOR SHALL SUPPLY SQUARE D OO-120 BREAKERS. BREAKER BOX SHALL BE Q02-4L70'RB 120/240V, 1 PHASE, 3 WIRE CHASSIS GROUND x z CIRCUIT BREAKER I SIGNALS (NEUTRAL -WHITE LINE -BLACK) SERVICE ASSEMBLY SCHEMATIC - T BINET SHER LOCK WASHER (T & B) HING PVC BUSHING LINE n NEUTRAL I I I! I % LINE V 120124 SERVICE 3 -WIRE BOND (TYP) • SERVICE ENTRANCE 2 - NO. 8 CNDRS 1 1/4" RM CONDUIT METER -1 1/4" RM CONDUIT - BREAKER BOX 1/2" PVC CONDUIT 1 1/4" RM CONDUIT GROUND BOX -7 '-COPPER CONDUCTOR NO. 6 AWG BARE POLE MOUNTED SERVICE CABINET L 1 1/2" x 2" WIRE TO ALL THREAD SIGNAL HEADS NIPPLE DETAIL "A" STAINLESS STEEL ATTACHMENT BANDS HANDHOLE COVER INE IEUTRAL .INE 114" RM CONDUIT ETAL POLE METER BASE 1 1/4" RM CONDUIT BREAKER BOX PAGER ANTENA 1 1/4" RM CON UIT 6'-0" SCHOOL FLASHER CABINET GROUNDBOX-i 1 1/4 " PVC CONDUIT WITH l=t- 2-#8 BLACK AND 1-#8 WHITE AWG WIRES TO FLASHER HEADS. POLE MOUNTED SERVICE/CABINET Flogger 8, MCW20-7o sign may be reQwred according to field conditions. RG1IT LANE CLOSED MCW20-5R 100' min L I' Type 1 Barricade -T RIGHT SIGNAL LANE WORK CLOSED AHEAD MCW20-5R zzz rT MCW20SG-10 I X I X 1/ • `________ Flashing A Arrow Panel C Daytime - Four Lone Roadway LANE CLOSURE WORK Nighttime - 1. Channelizing Devices shall be reflectorized. 2. Barricades shall have Flashing Warning Lights. Minimum Desirable Taper Lengths Suggested Maximum Spacing of Device Minimum Sign Spacing X Distance Posted Speed Formula 10' Offset 1T Offset W Offset Ono Toper On Tangent 30 2 L- 60 150 165' 180' 30' 50-65' 130' 35 215' 230' 245' 35' 65'-80' 165' 40 265' 295' 325' 40' 80'-100' 245' 45 L -WS 450' 495' 540' 45' 80'-100' 330' 50 490' 540' 590' 50' 100-115' 395' 55 545' 600' 655' 55' 115'-130' 495' L= Length of Taper (FT.) W=Width of Offset (FT.) S=Posted Speed (MPH) The arrow panel may be omitted when stated elsewhere in the plans. Typical channelizing device is the 28" cone. Plastic drums may be used if approved by the Owner. Metal drums shall NOT be used as a channelizing device or sign support. Advance signs and barricades shall be in place when signal construction operations are in progress. The contractor may remove advance signs and barricades when no construction operations are underway if permitted elsewhere in the plans. Obstructions or hazards at the work area shall be clearly marked and delineated at all times. All holes, trenches or other hazardous areas shall be adequately protected by barricades, lights or other protective devices. Trenches shall be covered or surrounded with orange plastic construction fence as directed by the Engineer. Flagger and MCW20-7a sign may be required according to field conditions. Vehicles parked in roadway shall be equip- ped with two strobes. High level flags at corners of vehicle may also be used. Work operations that require work vehicle in traveled way 20 minutes or less may use cones, high level flags and strobes as advance warning devices. Cones should only be placed around vehicle. Flaggers may be used on high speed rural intersections. SIGNAL I— SIGNAL NAME OBSERVE WORK w I WORK ADDRESS AHEAD AHEAD CITY 'WARNING F— STATE TATE LAW MCW20SG-T X Open CONTRACTOR O trench MCW20SG-10 R20-3 END Z 100, X X X ROAD WORK g I 620-2 —7 r4('f nght (optional) I Q N OBSERVE WARNING SIGNS STATE LAW R20-3 MAJOR STREET N NAME ADDRESS CITY STATE CONTRACTOR IChonnefizing r -_-lo devices shop END SIGNAL I be reflectorized. ROAD WORKI WORK (optional) AHEAD G20-2 SGNAL MCW20SG-1D ^� WORN ,A. AHEAD MCW2OSG-ID TYPICAL ADVANCE SIGNING Legend l fl Heavy Work Vehicle ® Type I Barricade Channelizing Devices 0 Flashing Arrow Panel City of Fort Worth, Texas "Co.vor and cou"Cil Communication DATE REFERENCE NUMBER LOG NAME PAGE 6/1/99 **C-17454 20FLASH 1 of 2 SUBJECT AWARD OF CONTRACT TO STAN FIELD ENTERPRISES, D/B/A S & J ELECTRIC, FOR SCHOOL FLASHER IMPROVEMENTS, PHASE 1 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Stanfield Enterprises, Inc., d/b/a S & J Electric, in the amount of $244,441.25 for the construction of new school flashers at 28 locations. DISCUSSION: The 1998 Capital Improvement Program included funds for traffic signal improvements. School flashers are included in these funds to develop safer transportation routes in the vicinity of schools. For Fiscal Year 1998-1999, a school flasher construction program has been prepared. The project was advertised for bid on April 1 and 8, 1999. The following bid was received on May 6, 1999: BIDDER AMOUNT Stanfield Enterprises, d/b/a S & J Electric $244,441.25 Stanfield Enterprises, d/b/a S & J Electric, is in compliance with the City's M/WBE Ordinance by committing to 5% M/WBE participation and documenting good faith effort. The City's goal on this project is 9%. S & J Electric matched an M/WBE firm with every available supplier opportunity, which resulted in this participation. The following is a list of the new school flasher locations: Approximate Street Location School Council District NE 37th/Weber Street Moore Elementary 2 Dewey Street/Oscar Street Diamond Hills Elementary 2 Old Benbrook Road/Kermit Avenue Merrett Elementary 3 Calmont Avenue/Laredo Drive Western Hills Elementary 3 South Hills Avenue/Park Ridge Blvd. Applied Learning Academy 3 Weiler Blvd./Meadowbrook Drive Eastern Hills Elementary 4 Stalcup Road/Fitzhugh Street Dunbar Middle 5 Eastland Stret/Edgewood Terrace A. M. Pate Elementary 5 Village Creek Road/Reed Street A. M. Pate Elementary 5 Virgil Street/Anglin Drive A. M. Pate Elementary 5 American Flyer Blvd./Deauville Circle N. Tannihill Intermediate 7 Little Fox Lane/Peppertree Lane Blue Haze Elementary 7 Baurline Street/East 12th Street Williams Elementary 8 Cypress Street/18th Street Terrell Elementary 8 New York Avenue/Colvin Avenue Morningside Elementary 8 Nashville Street/Avenue D Williams Middle 8 City of Fort Worth, Texas "agor And Council COMM U41i celti On DATE REFERENCE NUMBER LOG NAME PAGE 6/1/99 **C-1 7454 20FLASH 2 of 2 SUBJECT AWARD OF CONTRACT TO STANFIELD ENTERPRISES, D/B/A. S & J ELECTRIC, FOR SCHOOL FLASHER IMPROVEMENTS. PHASE 1. Approximate Street Location School Council District Campus Drive/Seminary Drive O. D. Wyatt High 8 Wilbarger Street/Foard Street Oakland Elementary 8 Shackleford Street/Cutter Street Glen Park Elementary 8 Wichita Street/Martin Street Glencrest Middle 8 Overton Park East/Harlanwood Drive Tanglewood Elementary 9 Overton Park West/Glenwood Drive Tanglewood Elementary 9 College Avenue/Morphy Street DeZavala Elementary 9 Hemphill Street/Jassamine Street Daggett Elementary "'" 9 Henderson Street/Shaw Street Clarke Elementary 9 Hemphill Street/West Bewick Street Our Lady of Victory 9 Seminary Drive/6th Street Rosemount Middle 9 IH-35W/Biddison Street Worth Heights Elementary 9 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Street Improvements Fund. MG:k Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY r Office by: (to) APPROVED Mike Groomer 6140 CITY COUNCIL JUN 1 1999 Hugo Malanga 7801 (from) C115 541200 020115031074 $244,441.25 Additional Information Contact: City Secretary of the City of Fort Worth, Texas Hugo Malanga 7801