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HomeMy WebLinkAboutContract 38544sndnCA110NS AN)) CONTRACT DOCUMENTS DECEMBIR 2008 05-08-09 P12.S5 fN 1V1~c Kev1ew f Page 1 of 2 • Official site of trie Ct' of Fort /o t~ Te v CITY COUNCIL AGENDA COUNCIL ACTION: Approved on 4/28/2009 DATE: 4/28/2009 REFERENCE NO.: C-23482 LOG NAME: 200AKMONT NO CODE: C TYPE: NON-CONSENT PUBLIC HEARING: SUBJECT: Authorize a Contract with McClendon Construction, Company, Inc., in the Amount of $127,605.25 for Construction of a Left Tum Lane for Baylor All Saints Medical Center Along Oakmont Boulevard and a Median Opening along North Beach Street at Jaylin Street RECOM MEN DA TION: It is recommended that the City Council authorize the City Manager to execute a contract with McClendon Construction, Company, Inc., in the amount of $127,605.25 for construction of a left tum lane for Baylor All Saints Medical Center along Oakmont Boulevard and a median opening along North Beach Street at Jaylin Street. DISCUSSION: The 2004 Capital Improvement Program (CIP) includes funds for intersection improvements. Intersection improvements include concrete and asphalt pavement construction, construction of six inch integral curb and pavement markings as indicated on the plans . The project was advertised for bid on December 18, 2008, and January 08, 2009, in the Fort Worth Star-Telegram . On January 29 , 2009, the following bid was received: Bidder McClendon Construction Company, lnc. Time of Completion : 60 Working Days. Amount Bid $1.27 ,605.25 M/WBE -McClendon Construction Company , \nc., is in compliance with the City's M/WBE Ordinance by committing to 24 percent M/WBE participation. The C ity's goal on this project is 13 percent. Funding in the amount of $16,900.00 is required for associated paving construction survey, project management, material testing, inspection and project close out. The contingency funds to cover change orders total $6 ,380.26. This project is located in COUNCIL DISTRICTS 2 and 3 , Mapsco 22N and 74X . FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated , of the Street Improvements Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1) C200 541200 203390099483 $127,605.25 Submitted fo.r City Manager's Office by~ http://apps .cfwnet.org/council_packet/mc_review.asp?ID=l l574&councildate=4/28/2009 FORT \\'ORTII ~- 5/5/2009 M&CReview . . . Originating Department Head: Additional Information Contact: ATTACHMENTS 20Qc;1k_mQ11t.(3}gdf ., . Fernando Costa (8476) William Verkest (7801) Victor V. Tomero Jr. (8574) http ://apps .cfwnet.org/council_packet/mc_review.asp ?ID=l l574&councildate=4/28/2009 Page 2 of 2 5/5/2009 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT -------==::::::::::::::===:ror=:=:====------ 2004 CIP INTERSECTION IMPROVEMENTS CONTRACT III DOE NUMBER 5897 DALE A. FISSELER, P.E. CITY MANAGER GREG SIMMONS, P .E. ACTING DIRECTOR TRANSPORTATION & PUBLIC WORKS DEPARTMENT 2008 ------====::::::::::::::====ror=:=:====----- RECOMMENDED DATE NOT TO S CA LE LOCATION MAP COUNCIL DISTRICT NO .: 2&3 MAPSCO PAGE(S): 22N & 88 U CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPT. 2004 ClP INTERSECTION IMPROVEMENTS CONTRACT Ill BAYLOR ALL SAINT S & OAKMONT BLVD T U RN LAN E N. BEACH ST. & JA YLIN STR EET ME DIAN OPENING TRANSPORTATION/ PUBLIC WORKS DEPT. ENG INEE RIN G SERVICES CITY PROJECT NO , DO( NO , DATE , 00994 5897 DEC EMBER 2008 EXHIBl1 STREET TABLE OF CONTENTS 1. FRONT END DOCUMENTS 1.1 COMPREHENSIVE NOTICE TO BIDDERS 1.2 SPECIAL INSTRUCTIONS TO BIDDERS -(TPW) 2. MWBE DOCUMENTATION 2.1 MWBE SPECIAL INSTRUCTIONS 2.2 MWBE SUBCONTRACTORS/SUPPLIERS UTILIZATION FORM 2.3 MWBE GOOD FAITH EFFORT 2.4 MWBE PRIME CONTRACTOR W AIYER 2.5 MWBE JOINT VENTURE 3. BID PACKAGE 3.1 COVER, BID PROPOSAL & SIGNATURE SHEETS 3 .2 GREEN CEMENT POLICY COMPLIANCE STATEMENT (05-01-08) 3.3 VENDOR COMPLIANCE TO STATE LAW 4 . GENERAL AND SPECIAL CONDITIONS 4.1 SPECIAL PROVISIONS FOR STREET STORM DRAIN IMPROVEMENTS (07-08-08) 4.2 CFW CONCRETE PAVEMENT ACCEPTANCE POLICY (DRAFT 8-20-07) 4.3 PREY AILING WAGE RA TES 4.4 COMPLIANCE WITH AND ENFORCEMENT OF PREY AILING WAGE LAWS 4.5 STANDARD DETAILS (WATER, PAVING & TRAFFIC CONTROL) 5. CONTRACTS, BONDS, AND INSURANCE 5.1 CERTIFICATE OF INSURANCE 5 .2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 5.3 CONFLICT OF INTEREST QUESTIONNAIRE 5.4 PERFORMANCE BOND 5.5 PAYMENT BOND 5.6 MAINTENANCE BOND 5.7 CITY OF FORT WORTH CONTRACT 6. CONSTRUCTION PLANS 6.1 BAYLOR ALL SAINTS & OAKMONT BL VD. LEFT TURN LANE 6.2 BAYLOR ALL SAINTS & OAKMONT BLVD. CURVE DATA/COORDlNA TE LIST 6 .3 N . BEACH STREET & JA YLIN STREET MEDIAN OPENING 6.4 N. BEACH STREET & JAYLIN STREET CURVE DATE/COORDINATE LIST 6 .5 CONSTRUCTION DETAILS 6.6 TYPICAL PAVEMENT MARKINGS SHEET NO. 1 6.7 TYPICAL PAVEMENT MARKINGS SHEET NO. 2 6.8 TYPICAL PAVEMENT MARKINGS SHEET NO. 3 6.9 TRAFFIC CONTROL PLAN DETAILS SHEET NO . 1 6.10 TRAFFIC CONTROL PLAN DETAILS SHEET NO. 2 SECTION 1 -FRONT END DOCUMENTS 1.1 Comprehensive Notice to Bidders 1.2 Special Instructions to Bidders (TPW) COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following : FOR: 2004 CIP INTERSECTION IMPROVEMENTS -CONTRACT III CONSTRUCTION OF LEFT TURN LANE AND MEDIAN OPENING FOR: BAYLOR ALL SAINTS AND OAKMONT BOULEY ARD N. BEACH STREET/JA YLIN STREET INTERSECTION DOE NO. 5897 PROJECT NUMBERS: T/PW -C200-541200-206390099483 Addressed to : CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 Bids will be received at the Purchasing Office until l :30 p.m., Thursday, January 29, 2009 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers . Plans, General Contract Documents and Specifications for this project may be obtained in the office of the Engineering Department, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. Sets of documents will be provided for purchase for a nonrefundable price of THIRTY DOLLARS ($30.00) per set. These documents contain additional information for prospective bidders. The major work will consist of the (approximate) following: Construction of left turn lane and median opening for: Baylor All Saints and Oakmont Boulevard; N. Beach Street/Jaylin Street Intersection Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. NOTICES Bidders shall comply with the City's Green Cement Policy as stipulated in the specifications and contract documents. All bidders will be required to comply with Provision 5159a of"Vemon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City of Fort Worth Ordinance no. 7400 (Fort Worth City Code Sections l 3-A-221 through l 3-A-29) prohibiting discrimination in the employment practices. Bid security may be required in accordance with Special Instructions to Bidders. The City of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all formalities . No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Addenda Index and Receipt form(s). Bids that do not acknowledge receipt of all addend~ may b.e~,£;.J!e~t~~,,.~~;,~:W&,~~~~~,()!~1:~s!~~~~1!~io.i1~~i ~£1~,~-~«t~: status of addenda may be obtained by con tact1ng the illt.!Y!§JtQ.m:£1l mn~il\I1tBJt~1~1rxlQ.~~~~~P@~u~rrfr~It~i~~~i2i~f!JlfQt Bidders, using the printed copy, shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specification book or face COMPREHENSIVE NOTICE TO BIDDERS rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time deadline stated below or the bidder may request a copy of said forms from the City of Fort Worth Project Manager named in this solicitation . In accord with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City of Fort Worth 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, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR W AIYER FORM , GOOD FAITH EFFORT FORM (with "Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City of Fort Worth 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 City of Fort Worth received the Documentation. Failure to comply shall render the bid non-responsive. SUBMISSION OF BID AND A WARD OF CONTRACT Bidders are hereby informed that the mt~'"B'Qnf~"lm:!a~~Jll'ftw9.tlreserves the right to evaluate and recommend to the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth. For additional information, please contact Victor V. Tomero Jr., E.I.T., Project Manager, City of Fort Worth - Engineering Department at Telephone Number: 817-392-8574 or by email: victor.tornero@fortworthgov.org. DALE A. FISSELER, P.E. CITY MANAGER Advertising Dates: December 18, 2008 January 08, 2009 MARTY HENDRIX CITY SECRETARY SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION AND PUBLIC WORKS) I . 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%) per cent of the total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (I) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder ofa certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 2. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond and a payment bond, both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253, Texas Government Code. In order for a surety to be acceptable to the City, the surety must ( 1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$ I 00,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein . The City will accept no sureties who are in default or delinquent on any bonds or who have an interest in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents . Said bond shall solely be for the protection of the City of Fort Worth. All contracts shall require a maintenance bond in the amount of one hundred percent ( I 00 %) of the original contract amount to guarantee the work for a period of two (2) years after the date of acceptance of the project from defects in workmanship and/or material. 10/27/04 3. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph 8.6, of the "General Provisions" of the Standard Specifications for Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects . 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 RA TES: Section 8.8 of the Standard Specifications for Street and Storm Drain Construction is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government Code, including the payment of not less than the rates determined by the City Council of the City ofFort Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Government Code . Such prevailing wage rates are included in these contract documents. (b) The contractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of the special provision titled "Right to Audit" pertain to this inspection . (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) and (b) above. (d) With each partial payment estimate or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. ( e) The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby deleted. 7 . FINANCIAL ST A TEMENT: A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, ifrequired, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE: Within ten ( l 0) days ofreceipt 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-$500,000 each person, $1,000,000 each occurrence ($2,000,000 aggregate limit); Property Damage -$250,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. ADDITIONAL INSURANCE REQUIREMENTS: 10/27/04 2 a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. b . Certificates of insurance shall be delivered to the City of Fort Worth , contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d . Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A .M . Best rating of A: VII or equivalent measure of financial strength and solvency. f. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000 .00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights ofrecovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss . Contractor's liability shall not be limited to the specified amounts of insurance required herein . m . Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents . 10 . NONRESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statutes , the City of Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident 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 . 10/27/04 3 "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. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In a accord with City of Fort Worth Ordinance No. 15530. 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 SUBCONTRACTOR/SUPPLIER UTILIZATION FORM , PRIME CONTRACTOR WAIVER FORM , and/or the GOOD FAITH EFFORT FORM ("with Documentation") and/or the JOINT VENTURE FORM as appropriate . The Documentation must be received by the managing department 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 the Owner complete and accurate information regarding actual work performed by a minority business enterprise (MBE) and/or women business enterprise (WBE) on the contract and payment thereof Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements . Further, any such misrepresentation facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less that three (3) years . 12. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder . The City reserves the right to reject any and/or all bids and waive any and/or all irregularities . No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR W AIYER FORM, GOOD FAITH EFFORT FORM, and/or the JOINT VENTURE FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within ninety (90) days after this documentation is received, but in no case will the award be made until all the responsibility of the bidder to whom it is proposed to award the contract has been verified. 13 . PAYMENT: The Contractor will receive full payment (minus 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. 10/27/04 4 14. 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 plans desk of the Department of Engineering Construction Division at (817) 871-7910. Bids that so not acknowledge all applicable addenda may be rejected as non-responsive. 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a . Definitions: Certain of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, 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 . b. The contractor shall provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401 .011 ( 44) or all employees of the contractor providing services on the project, for the duration of the project. c . The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended . e. The contractor shall obtain from each person providing services on a project, and provide to the governmental entity: ( 1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 10/27/04 5 (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known , of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report Jack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: ( 1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements ofTexas labor Code, Section 401.011 (44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project ; (4) obtain from each other person with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in wiring by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) -(7), with the certificates of coverage to be provided to the person for whom they are providing services . 10/27 /04 6 j . By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. k . The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of 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 other service related to the project, regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". 16 . NONDISCRIMINATION: 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 I3A-29), prohibiting discrimination in employment practices. 17. 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 ofa 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 maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations asserted by third parties against City arising out of 10/27/04 7 Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 18 . DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or current employees of Contractor. Contractor 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. 19. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment (less retainage) from the city for each pay period . b. Payment of the retainage will be included with the final payment after acceptance of the project as being complete. c . The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. d . The warranty period shall begin as of the date that the final punch list has been completed. e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. 10/27/04 8 SECTION 2 -MWBE DOCUMENTATION 2.1 MWBE Special Instruction For Bidders 2.2 MWBE Subcontractors/Suppliers Utilization Form 2.3 MWBE Good Faith Effort Form 2.4 MWBE Prime Contractor Waiver Form 2.5 MWBE Joint Venture Eligibility Form FORT°WORTH · a W • ,--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 M/WBE oal is not applicable . POLICY STATEMENT It is the pol icy of the City of Fort Worth to ensure the full and equitable participation by Mi nority and Women Business Enterprises (M/WBE) in the procu rement of all goods and services to the City on a contractual bas is. All requirements and regulations stated in the City 's current Minority and Women Bus iness Enterprise Ordinance apply to this bid . M/WBE PROJECT GOALS The City 's M/WBE goal on th is project is _13_ % of t he tota l bid (Base bid applies to Parks and Communi ty Services). 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 follow ing : 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded : opening date , exclusive of the bid open ing date . 2. Good Faith Effort and Subcontractor received by 5:00 p.m ., five (5) City business days after the bid Utilization Form , if participation is less than opening date , exclusive of the bid opening date . stated qoal : 3. Good Faith Effort and Subcontractor received by 5:00 p.m., fi ve (5) City business days after the bid Utilization Form, if no M/WBE participation : opening date, exclusive of the bid opening date . 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m ., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid openinq date . 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid open ing date . FAILURE TO COMPLY WITH THE CITY'S M/WBE O~DINANCE,'WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 392-6104. Rev. 11/1 /05 ATTACHMENT 1A Page 1 of 4 FORT WORTH ----....-----City of Fort Worth Subcontractors/Suppliers Utilization Form ) : ('(l PRIME COMPANY NAME: Check applicable block to describe prime McClendon Construction Co, Inc I M/W/DBE I X I PROJECT NAME: NON-M/W/DBE BID DATE 2004 CIP Intersection Improvements Contract Ill January 29, 2009 City's M/WBE Project Goal: I Prime's M/WBE Project Utilization: PROJECT NUMBER 13 % 24 % Ooe 5617 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening , exclusive of bid opening date , will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule , conditioned upon execution of a contract with the City of Fort Worth . The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant , Parker, Johnson , Collin , Dallas , Denton , Ellis , Kaufman and Rockwall counties . Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st t ier, a payment by a subcontractor to its supplier is considered 200 tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms , located or doing business at the time of bid opening within the Marketplace , that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division . Disadvantaged Business Enterprise (DBE) is synonymous w ith Minority/Women Business Enterprise (M/WBE). If hauling services are utilized , the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm , including M/WBE owner-operators , and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs , including owner-operators , but will only rece ive credit for the fees and comm issions earned by the M/WBE as outlined in the lease agreement. Rev . 5/30/03 . FORT WORTH --...,..-- I -) -()n P,)'): 'J1> ;II T ATTACHMENT 1A Page 2 of4 Primes are requ ired to identify ALL subcontractors/suppliers , regardless of status ; i.e ., Minority, Women and non-M/WBEs. Please list M/WBE fi rms first , use additional sheets if necessary . Certification N (check one ) 0 SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D w Telephone/Fax r B B R 0 B E E C T E A Rubio Trucking 9000 Co Rd 513 Hauloff $4 ,877 .00 Alvarado , TX 76009 1 X X Trucking 817 /829-3711 No Fax Ricochet Fuel Distributors 1201 Royal Pkwy Fuel $3 ,375.00 Euless , TX 76040 1 X X 817/268-5910 Fax 817/282-7497 H J G Trucking , Inc Topso il } 701 Dena ir St $3 ,250 .00 I FtVVorth , TX 76111 1 X X t=<el( Bo J-e.. 817/834-7181 Cowtown Red i-Mix PO Box 162327 Ready-Mix $18 ,690 .00 Fort VVorth , TX 76161 2 X X Concrete 817/988-3158 Fax 817/759-1716 Rev . 5/30/03 • FORTWORTH ----...,..-- 0]-30 -')C' ,?:C) I OUT ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e ., Minority, Women and non-M/WBEs . Please list M/WBE firms first , use additional sheets if necessary. Certification N (check one) 0 SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D It", Telephone/Fax r B B R 0 B E E C T E A Concrete Penetrating Co PO Box 35766 Joint Seal $1,210 .00 Dallas , TX 75235 1 X 214/634-2990 Fax 214/634-0999 Barnsco , Inc 2609 Willowbrook Rebar Supplier $1,685 .00 Dallas , TX 75220 1 X 214/352-9091 Fax 214/379-0341 APAC Texas Inc PO Box 848164 Hot Mix Asphalt $495.00 Dallas, TX 75284 1 X 214/741-3531 Rev . 5/30/03 . ~ FORT WORTH -...,..-- Total Dollar Amount of M/WBE Subcontractors/Suppliers Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers -':'10 OJ1 $ $ ATTACHMENT 1A Page 4 of4 $30,192.00 $3,390.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ $33,582.00 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance . The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted , it will affect the final compliance determination. By affixing a signature to this form , the Offeror further agrees to provide , directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors , including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books , records and files held by the ir company. The bidder agrees to allow the transmission of interviews with owners, principals , officers , employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(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, State or Local laws concerning false statements. Any failure to comply with this ordinance and create 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. President Title McClendon Construction Co, Inc Company Name PO Box 999 Address Burleson, TX 76097 City/State/Zip Dan Mcclendon Printed Signature Contact Name/Title (if different) 817/295-0066 Telephone and/or Fax dan@mcclendonconstruction .com E-mail Address January 30, 2009 Date Rev . 5/30/03 - -- - - - - - - - - - - - - - - SECTION 3 -BID PACKAGE 3.1 Cover, Bid Proposal & Signature Sheets 3.2 Green Cement Policy Compliance Statement (05-01-2008) 3 .3 Vendor Compliance to State Law - - - - - - - - - - - - - - - - - PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: MR. DALE A. FISSELER, P.E. City Manager Fort Worth, Texas Fort Worth, Texas FOR: 2004 CIP INTERSECTION IMPROVEMENTS -CONTRACT III CONSTRUCTION OF LEFT TURN LANE AND MEDIAN OPENING FOR BAYLOR ALL SAINTS AND OAKMONT BOULEY ARD N. BEACH STREET/JA YLIN STREET INTERSECTION DOE NO. 5897 City Project No.: 00994 UNITS/SECTIONS: UNIT I: TPW Project No. C200-541200-203390099483 Pursuant to the foregoing "Notice to Bidders", the undersigned has examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. If required by this project, Contractor must be pre-qualified in accordance with the projects sponsoring Departments of the City of Fort Worth requirements. Upon acceptance of this Proposal by the City Council and required by this project, the bidder is bound to execute a contract and furnish Performance, Maintenance Bond for the water replacement contract only, and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated for the following sums, to wit: Total quantities given in the bid proposal may not reflect actual quantities, by represent the best accuracy based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. 1 - PAY BID ESTIMATED UNIT DESCRIPTION OF ITEMS WITH UNIT TOTAL -ITEM CPMS QUANTITY UNIT PRICES IN WORDS PRICE AMOUNT No . -(Furnish and install, including all appurtenant work, complete in place, the following items) -1. BID-1 LS Utility Adjustment -Repair; 00414 Per Lump Sum: -Three Thousand Dollars and No Cents $3,000.00 $3,000.00 -2. BID-2 EA Sign-Project Designation -Install; 00504 Per Each: -Three Hundred Dollars and No Cents $ 300.00 $ 600 .00 3. BID-1 LS Storm Water Pollution Prevention 00099 Plan< than 1 Ac -Install; Per Lump Sum: )J,vu~uwf~ Dollars C/O{)~ 9~a "=---and VU? Cents $ $ 4. BID-1 LS Traffic Control -Design & Build ; -00526 Per Lui;r su_n, T w-e lit. {) WO {Aj.$ ix. t, ~tJ (i,/ £:, ./--fh, Dollars ii.,. ... -and Uo Cents $ / z, 6S{) $ ) 2 1ftJ.Q) 5 . BID-655 LF Curb & Gutter -Remove; -00424 Per Linear Foot: t::: re v--e CA-Dollars $ I/.$!:-$ 7S32.~ -and cPt ~ Cents \ 6. BID-570 CY Pavement-Unclassified Street -00472 Excavation -Remove ; Per Cubic Yard: -lh11~ Dollars I ~/()d i::-1 and t{JD. Cents $ 30°::.-$ - 2 - - PAY BID ESTIMATED UNIT DESCRIPTION OF ITEMS WITH UNIT TOTAL -ITEM CPMS QUANTITY UNIT PRICES IN WORDS PRICE AMOUNT No. -(Furnish and install, including all appurtenant work, complete in place, the following items) 7. BID-645 LF Curb-6 Inch -Install; -00842 Per Linear Foot: -E ''31-0 f-Dollars 8()~ $ SlfaO~ and l,t,o Cents $ - -8. BID-917 SY Subgrade - 6 Inch Flexbase -Install; 00495 Per Square Yard: -T l)J"fl{b-lz ~ Dollars $ 2S~ $ 2 2, 7~.!:.-and L.&<> Cents -9. BID-844 SY Pavement - 7 Inch -Install; 00452 Per Square Yard: -1:1 /-Iv, -kur Dollars $ 5'1€::-$ if~ Cjy/!J ~ and £/(hbq Cents I -10. BID-237 LF Pavement -2 Inch HMAC on 2/27 00443 Concrete Base (2000-lA) -Install; Per Linear Foot: - and T/11~ Dollars $ 30~ dO Cents $(1/0---11. BID-1 LS Pavement Marking-Lane Dots - 01004 Type II-CR-4 & Type W-4 -Install; -Per Lump Su~ bi, .s::-e !J-4 vt "' l/ tAd t,e/ cC._ ../-6q Dollars 17 S {) o_;\ (?S-0°~ -and Jµ Cents $ 12. BID-49 CY Topsoil -Install ; -00147 Per Cubic Yard: Seven Hundred Thirty-Five Dollars -and Cents $ 15.00 $ 735.00 - 3 - - - - - - - - - - - - - - - PAY BID ESTIMATED UNIT DESCRIPTION OF ITEMS WITH ITEM CPMS QUANTITY UNIT PRICES IN WORDS No. UNIT PRICE (Furnish and install, including all appurtenant work, complete in place, the following items) 13. BID-49 CY Fill Material -Borrow -Install; 00543 Per Cubic Yard: Ft[kRtA._ Dollars $ I Se;.!:-and tA,,.o Cents 14. BID-1613 LF Pavement -Silicone Joint Sealant 00469 -Install; Per Linear Foot: )Jo Dollars 7~- and &-e iH (A/ii J, H Cents $ {)_ 15. BID-1 EA Valve Box-Adjustment -Services; 00847 Per Each: Two Hundred Dollars and No Cents $ 200.00 TOTAL BID AMOUNT 4 TOTAL AMOUNT $ 73Sd_!, $ / 2 67 7-::!:- $ 200.00 - - - - - - - - - - PROPOSAL (Cont.) Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents , for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. As a requirement of this project, the undersigned bidder certified that they have been furnished at least one set of the General Contract Documents and General or Special Specifications for Projects, and that they have read and thoroughly understand all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order and to complete the contract within 60 working days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable :) __ A. The principal place of business of our company is in the State of ___ _ Nonresident bidders in the State of , our principal place of business, are required to be __ percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal . place of business , are not required to underbid resident bidders. /s: The principal place of business of our company or our parent company or majority owner is in the State of Texas . 5 - - - - - - - - - - - I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the forgoing bid: Addendum No . 1 (Initials) --- Addendum No . 2 (Initials) __ _ Addendum No. 3 (Initials) ___ _ Addendum No. 4 (Initials) ___ _ Respectfully submitted, By: Title : Company: Address: McClendoR Construction Co., Inc. P.O. Box 999 Burl eson , TX 76097 Telephone: __,.t)"---1 ..,_) _-=l,~'1~S=-~---=O'--'{)"'---"'-(e_l,~--- 6 -· - GREEN CEMENT POLICY COMPLIANCE STATEMENT (To be furnished by the Contractor to the City at the time of bid opening) (Submit separate forms for each supplier I product supplier) Name of Project: City Proj. No.: This is to certify that the cement to be utilized for the above project will meet the following criteria: The cement was manufactured in a kiln utilizing the dry process (list source below) or in a kiln that meets the emission standard of 1.71b or less ofNOx / ton of clinker released into the atmosphere. Name of Manufacturer La. u,svi//e_ 1 ~ Y Address of Manufacturer: ----===============-----J CONTRACTOR . /J Cil/) .tic Cfo IAJ.o vs- SUPPLIER Ct>wfuwn Title Mc::_C~Vtk0 (!)u{ I 0.l'h(_ Title Company Company 8t7--29.s-oo{t;(e Phone Number Phone Number - - - - - - - - - - - - VENDOR COMPLIANCE TO STATE LAW 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 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 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. ~ BIDDER: McClen don Construction Co., Inc. P.O. Box 999 A J J 1/ I Burleson. TX 76097 By: __ J.J_Q_V)~fVl~_C~l ~ (0~t1~do......-..lL...: __ _ Company (Please print) Signature: Address Title: __ P_N_.J=--/---'~ ....... u;.,.._-1--____ _ City/State/Zip (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION - -- - - - - - - - - - SECTION 4 -GENERAL AND SPECIAL CONDITIONS 4.1 Special Provisions for Street & Storm Drain Improvements (7-08-08) 4.2 CFW Concrete Pavement Acceptance Policy (Draft 8-20-07) 4.3 Prevailing Wage Rates 4.4 Compliance with and Enforcement of Prevailing Wage Laws 4.5 Standard Details (Water, Sewer, Paving and Traffic Control) SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents 1. SCOPE OF WORK ................................................................................................... SP-4 2. AWARD OF CONTRACT .......................................................................................... SP-4 3. PRECONSTRUCTION CONFERENCE .................................................................... SP -5 4 . EXAMINATION OF SITE .......................................................................................... SP-5 5. BID SUBMITTAL ....................................................................................................... SP-5 6 . WATER FOR CONSTRUCTION ............................................................................... SP-5 7 . SANITARY FACILITIES FOR WORKMERS ............................................................. SP -5 8. PAYMENT ................................................................................................................. SP-5 9 . SUBSIDIARY WORK ................................................................................................ SP-6 10. LEGAL RELATIONS AND RESPONSIBILIT IES TO THE PUBLIC ....................................................................................................... SP -6 11. WAGE RA TES .......................................................................................................... SP-6 12 . EXIST ING UTILITIES ................................................................................................ SP-7 13 . PARKWAY CONSTRUCTION .................................................................................. SP -7 14. MATERIAL STORAGE .............................................................................................. SP -8 15 . PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS ............................................................................................. SP-8 16 . INCREASE OR DECREASE IN QUANTITIES .......................................................... SP-8 17 . CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS .................................. SP-8 18 . EQUAL EMPLOYMENT PROVISIONS ..................................................................... SP-9 19 . MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE ........................................................................................... SP-9 20. FINAL CLEAN UP ................................................................................................... SP -10 21 . CONTRACTOR'S COMPLIANCE WITH WORKER 'S COMPENSATION LAW .......................................................................................... SP-11 22 . SUBSTITUTIONS .................................................................................................... SP-14 23. MECHANICS AND MATERIALSMEN'S LIEN ........................................................... SP-14 24. WORK ORDER DELAY .......................................................................................... SP-14 25 . WORKING DAYS .................................................................................................... SP-14 26 . RIGHT TO ABANDON ............................................................................................ SP-14 27. CONSTRUCTION SPECIFICATIONS ..................................................................... SP-14 28 . MAINTENANCE STATEMENT ................................................................................ SP -15 29. DELAYS ....................................................................................................... SP-15 30. DETOURS AND BARRICADES .............................................................................. SP -15 31 . DISPOSA L OF SPOIUFILL MATERIAL .................................................................. SP-15 32 . QUALITY CONTROL TESTING .............................................................................. SP-16 33 . PROPERTY ACCESS ............................................................................................. SP-16 34 . SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES ...................... SP-16 35 . WATER DEPARTMENT PRE-QUALIF ICATIONS ................................................... SP-17 36 . RIGHT TO AUDIT ................................................................................................... SP -17 37 . CONSTRUCTION STAKES .................................................................................... SP-18 38 . LOCATION OF NEW WALKS AND DRIVEWAYS ................................................. SP-18 39 . EARLY WARNING SYSTEM FOR CONSTRUCTION .............................................. SP-18 40 . AIR POLLUTION WATCH DAYS ............................................................................. SP-19 06/20/08 SP-1 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents CONSTRUCTION ITEMS : 4 1. 42 . 43 . 44 . 45 . 46 . 47. 48 . 49. 50 . 51 . 52 . 53 . 54 . 55 . 56 . 57. 58 . 59 . 60. 61. 62 . 63 . 64 . 65 . 66. 67 . 68 . 69 . 70 . 71 . 72. PAY ITEM- PAY ITEM - PAY ITEM- PAY ITEM - PAY ITEM - PAY ITEM - PAY ITEM- PAY ITEM- PAY ITEM - PAY ITEM - UNCLASSIFIED STREET EXCAVATION ...................................... SP-19 7" REINFORCED CONCRETE PAVEMENT .................................. SP-20 SILICONE JOINT SEALING ........................................................... SP-20 7" CONCRETE CURB .................................................................... SP-24 RETAINING WALL (OMITIED) ...................................................... SP-24 REPLACE EXIST. CURB AND GUTTER ....................................... SP-25 6" HMAC TRANSITION ................................................................. SP-25 6" PIPE SUBDRAIN (OMITIED) .................................................... SP-25 TRENCH SAFETY (OMITIED) ...................................................... SP-25 6" THICK LIME STABILIZED SUBGRADE AND CEMENT FOR SUBGRADE STABILIZATION ....................................................... SP-26 PAY ITEM - 6" HMAC PAVEMENT (THICKNESS TO LERANCES AND HMAC TESTING PROCEDURES) ............................................................ SP-27 PAY ITEM -CONCRETE FLAT WORK (CURB , CURB & GUTTER, PAY ITEM- PAY ITEM - PAY ITEM - PAY ITEM- PAY ITEM - PAY ITEM- PAY ITEM - PAY ITEM - PAY ITEM - PAY ITEM- PAY ITEM - PAY ITEM - PAY ITEM- PAY ITEM- PAY ITEM - SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS) ................................................................................ SP-27 REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS, STEPS, LEADWALKS AND WHEELCHAIR RAMPS (OMITIED) .. SP-27 REMOVE EXISTING CURB AND GUTTER ................................... SP-27 REMOVE EXISTING CURB INLET (OMITIED) ............................. SP-27 6" REINFORCED CONCRETE DRIVEWAY (OMITTED) ............... SP-28 REMOVE AND CONSTRUCT CONCRETE STEPS (OMITTED) ... SP -28 4' STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR RAMP (OMITIED) ................................................. SP -28 REMOVE AND REPLACE FENCE (OMITIED) .............................. SP -28 STANDARD 7" CURB AND 18" GUTTER (OMITTED) ................... SP-28 REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUS (OMITTED) ..................................................................................... SP-29 BORROW ...................................................................................... SP-29 CEMENT STABILIZATION (OMITTED) .......................................... SP-29 CEMENT (OMITIED) ..................................................................... SP-29 NEW 7" CONCRETE VALLEY GUTTER (OMITIED) .................... SP-29 STORM DRAIN INLETS (OMITTED) ............................................. SP-29 TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN (OMITIED) .................................................. SP -29 PAY ITEM-STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE) ...................... SP-30 PRE BID ITEM -PROJECT DESIGNATION SIGN .................................................. SP-32 PRE BID ITEM -UTILITY ADJUSTMENT ................................................................ SP-32 PRE BID ITEM -TOP SOIL ...................................................................................... SP-33 PRE BID ITEM -ADJUST WATER VALVE BOX ...................................................... SP-33 06/20/08 SP-2 7 3 . 74. 75. 76. 77. 78 . 79. 80. 81 . 82. 83. 84. 85 . 86. 87 . 88 . 89 . 90. 91 . 92. 93. SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents PRE BID ITEM - PRE BID ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - MANHOLE ADJUSTMENT ...................................................... SP-33 ADJUST WATER METER BOX (OMITTED) ............................ SP-33 C LEARING AND GRUBBING ................................................... SP-33 SPRINKLING FOR DUST CONTROL ...................................... SP-33 PROTECTION OF TREES, PLANTS AND SOILS .................... SP-34 CONCRETE COLORED SURFACE (OMITTED) ..................... SP-34 PROJECT CLEAN-UP .............................................................. SP-34 PROJECT SCHEDULE ............................................................ SP-35 NOTIFICATION OF RESIDENTS ............................................. SP-35 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION ............................................... SP-35 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ............ SP-35 WASHED ROCK ..................................................................... SP-36 SAWCUT OF EXISTING CONCRETE ..................................... SP-36 LOCATION AND EXPOSURE O F MANHOLES AND WATER VALVES ............................................................. SP-36 TIE-IN INTO STORM DRAIN STRUCTURE ............................. SP-37 SPRINKLER HEAD ADJUSTMENT. ......................................... SP-37 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS .. SP-37 TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) ........................................................................ SP-37 NON-PAY ITEM -'GREEN' CEMENT POLICY ..................................................... SP -39 PAY ITEM -TRAFFIC CONTROL ............................................................... SP-39 PAY ITEM -TRAFFIC BUTTONS ................................................................ SP-39 06/20/08 SP-3 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: 2004 CIP INTERSECTION IMPROVEMENTS -CONTRACT Ill CONSTRUCTION OF LEFT TURN LANE AND MEDIAN OPENING FOR BAYLOR ALL SAINTS AND OAKMONT BOULEVARD N. BEACH STREET/JAYLIN STREET INTERSECTION DOE NO . 5897 CITY PROJECT NO .: 00994 TPW PROJECT NO.: C200-541200-203390099483 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the following: Construction of A LEFT TURN LANE AND MEDIAN OPENING FOR BAYLOR ALL SAINTS AND OAKMONT BOULEVARD & N. BEACH STREET/JAYLIN STREET INTERSECTION 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. 2. AWARD OF CONTRACT : Bidders are hereby informed that the Director of the Transportation & Public Works Department reserves the right to evaluate and recommend to the City Council the best bid that is considered to be in the best interest of the City . 3. PRECONSTRUCTION CONFERENCE : The successful Contractor, Engineer , and City - City shall meet at the call of the City for a preconstruction conference before any of its work begins on this project. At this time, details of sequencing of the work, contact individuals for each party, request for survey, and pay requests will be covered . Prior to the meeting , the Contractor shall prepare schedules showing the sequencing and progress of their work and its effect on others. A final composite schedule will be prepared during this conference to allow an orderly sequence of project construction . As used herein, the term "Engineer" shall mean the design engineer who prepared and sealed the plans, specifications and contract documents for this project. 4. EXAMINATION OF SITE : It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting ex isting improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all unusua l conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. 06/20/08 SP-4 During the construction of this project, it is required that all parkways be excavated and shaped including bar ditches at the same time the roadway is excavated . Excess excavation will be disposed of at locations approved by the Engineer. During construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes . 5. 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 documents intact may be grounds for designating bids as "non- responsive" and rejecting bids as appropriate and as determined by the Director of the Engineering Department. 6. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense . 7. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site. Specific attention is directed to this equipment. 8. PAYMENT: The Contractor shall receive full payment from the City for all the work based on unit prices bid on the proposal and specified in the plans and specifications and approved by the Engineer per actual field measurement. 9. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirement for the projects, such as conditions imposed by the Plans, the General Contract Documents or these special Contract Documents, in which no spec ific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item or work, the cost of which shall be included in the price bid in the Proposal for each bid item, including but not limited to surface restoration cleanup and relocation of mailboxes . All objectionable matter required to be removed from within the right-of-way and not particularly described under these specifications shall be covered by Item No . 102 "Clearing and Grubbing" and shall be subsidiary to the other items of the contract. 10. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC : The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain Construction ". 11. WAGE RATES : Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevailing Wage Rates . The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258 . Such prevailing wage rates are included in these contract documents . Penalty for Violation . 06/20/08 SP-5 A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023 . Complaints of V iolations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258 .023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination , before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred . The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons . The City is not a party in the arbitration . The decision and award of the arb itrator is final and binding on all parties and may be enforced in any court of competent jurisdiction . Records to be Maintained. The contractor and each subcontractor shall , for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection . Pay Estimates . With each partia l payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. Posting of Wage Rates . 06/20/08 SP-6 The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. (Wage rates are attached at the end of this section .) 12 . EXISTING UTILITIES : The locations and dimensions shown on the plans relative to existing utilities are based on the best information available. It shall be the Contractor's responsibility to verify location of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as are necessary in the construction process in order to provide adequate clearance. The Contractor shall take all necessary precautions in order to protect all services encountered . Any damage to utilities and any losses to the utility City due to disruption of service resulting from the Contractor's operations shall be at the Contractor's expense. 13 . PARKWAY CONSTRUCTION: During the construction of this project, it will be required that all parkways be excavated and shaped at the same time the roadway is excavated . Excess excavation will be disposed of at locations approved by the Director of the Engineering Department. 14. MATERIAL STORAGE : Material shall not be stored on private property unless the Contractor has obtained permission from the property City . 15 . PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and utilities, which may be encountered. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City or the Engineer to be accurate as to extent, location and depth, they are shown on the plans as the best information available at the time of design, from the Owners of the utilities involved and from evidences found on the ground. 16. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the Proposal are approximate . It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid . No additional compensation shall be pa id to Contractor for errors in the quantities. Final payment will be based upon field measurements . The City reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in anticipated profits or shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of storm drain pipes in depth categories shall be interpreted herein as applying to the overall quantities of storm drain pipe in each pipe size but not to 06/20/08 SP-7 the various depth categories . 17. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence . In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers , agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of City, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers, servants or employees. In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 18 . EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7 400 (Fort Worth City Code Sections 13-A-21 through 12-A-29) prohibiting discrimination in employments practices . The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided by assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer . 19. MINORITY AND WOMEN BUSINESS ENTERPRISE (M/WBE) COMPLIANCE : In accordance with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary . Failure to comply with the ordinance shall be a material breach of contract. M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within fine (5) city business days after bid opening. Failure to comply shall render the bid non-responsive . 06/20/08 SP-8 Upon request, Contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an aud it 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 acts (other than a negligent misrepresentation) and /or the commission fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false 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 participating in City work for a period of time not less than three years. The City will consider the Contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed . Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed . All M/WBE Contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE Contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace or currently doing business in the marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable . Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non- responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work . Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contract shall: 1. 2 . 06/20/08 Make no unjustified changes or deletions in its M/WBE participation commitments submitted with or subsequent to the bid, and, If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the Contractor had represented he would perform with his forces, the Contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and, SP-9 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contracto r desires to change or delete any of the M/WBE subcontractors or suppliers . Justification for change may be granted for the following : a. Failure of Subcontractor to provide evidence of coverage by Worker 's Compensation Insurance . b. Failure of Subcontractor to provide required general liability of other insurance. c. Failu re of Subcontractor to execute a standard subcontract form in the amount of the proposa l used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City , the Contractor shall provide the M/WBE Office with documentation to reflect final participat ion of each subcontractor and supplier used on the project, inclus ive of M/WBEs. 20 . FINAL CLEAN-UP : Final cleanup work shall be done for th is project as soon as the pav ing and curb and gutte r has been completed . No more than seven days shall elapse afte r completion of construction before the roadway and ROW. is cleaned up to the satisfaction of the Engineer . The Contractor shall make a final cleanup of all parts of the work before acceptance by the City or its representative . This cleanup shall include removal of all object ionable rocks , pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. 21 . CONTRACTOR COMPLIANCE WITH WORKER 'S COMPENSATION LAW : A. Workers Compensation Insurance Coverage a. DEFINITIONS : b. Certification of coverage ("Certificate"). A copy of a cert ificate of insurance , a certificate of authority to self-insure issued by the commission , or a coverage agreement (TWCC-81 , TWCC-82 , TWCC-83 , OR TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's emp loyees 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 serv ices 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 . Th is includes , without limitat ion , independent Contractors , subcontractors , leasing companies , motor carriers , City -operators , employees of any such entity , or employees of any enti ty which 06/20/08 SP-10 - furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the Contractor providing services on the project, for the duration of the project. c . The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d . If the coverage period shown on the Contractor's cu rrent certificate of coverage ends during the duration of the project, the Contractor must , prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The Contractor shall obtain from each person prov iding services on a project, and provide to the governmental entity : (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f . The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. g . The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the Contractor knew or should have known, or any change that materially affects the provision of coverage of any person providing services on the project. h . The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. i. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) 06/20/08 provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which SP-11 j. 06/20/08 meets the statutory requirements of Texas Labor Code , Section 401.011 (44) for all of its employees providing services on the proj ect, for the duration of the project; (2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain form each other person with whom it contracts, and provide to the Contractor: (a) a certificate of coverage , prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage , prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (c) retain all required certificates of coverage on fi le for the duration of the project and for one year thereafter. (d) 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 (e) 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 prov iding services. 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 serv ices on the project will be covered by worker's compensat ion coverage for the duration of the project, that the coverage w ill be based on proper reporting of classification codes and payro ll amounts , and that all coverage agreements will be filed w ith appropriate insurance carrier or, in the case of a self-insured , w ith the commiss ion's Division of Self-Insurance Regulation. Prov iding false or mislead ing information may subject the Contractor to administrative , criminal, civil penalties or other c ivil actions . SP-12 - B. k. The Contractor's fai lure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten day after receipt of notice of breach from the governmental entity . 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 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 Engl ish and Spanish and any other language common to the Worker population. The text for the notices shall be the following text , without any add itional 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's compensation insurance . This includes persons providing, hauling , or delivering equipment or materials , or providing labor or transportation or other service related to the project, regardless of the identify of their employer or status as an employee ." Call the Texas Worker's Compensation Commission at 512-463-3642 to receive i nformation on the legal requirement for coverage , to verify whether your employer has provided the required coverage, or to report an employer's fa ilure to provide coverage". 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term "or equal ", or "or approved equal" is used, it is understood that if a material , product, or piece of equipment bearing the name so used is furnished , it w ill be approvable, as the particular trade name was used for the purpose of establish ing a standard of quality acceptable to the City. If a product of any othe r name is proposed substitutes is procured by the Contractor. Where the term "or equal ", or "approved equal " is not used in the specifications , this does not necessarily exclude alternative items or materia l or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of providing that the proposed substitution is , in fact , equal , and the Engineer, as the representative of the City , shall be the sole judge of the acceptability of substitutions . The prov isions of the sub-section as re lated to "substitutions" shall be applicable to all sections of these specifications . 23 . MECHANICS AND MATERIALMEN 'S LIEN: The Contractor shall be required to execute a release of mechanics and materialmen 's liens upon receipt of payment. 24 . WORK ORDER DELAY : All utilities and right-of-way are expected to be clear and easements and/or permits obta ined on this project within sixty (60) days of advertisement of this project. The work order for subject project will not be issued until all utilities , right- 06/20/08 SP-13 of-ways, easements and/or permits are cleared or obtained . The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 25 . WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days . 26. RIGHT TO ABANDON: 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. 27 . CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following published specifications , except as modified by these Special Provisions : STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth , Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 28. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 29 . 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 Director of the Engineering Department and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding . If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City 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. 06/20/08 SP-14 - 30 . DETOURS AND BARRICADES : The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area . Contractor shall protect construction as required by Engineer by providing barricades . Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524 and/or as shown on the plans . Construction signing and barricades shall conform with the latest version of the "Texas Manual on Uniform Traffic Control Devices for Streets and Highways" 31 . 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 . 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies . No fill permit is required if disposal sites are not in a flood plain . 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 materials 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. 32. QUALITY CONTROL TESTING : (a) The Contractor shall furnish , at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken . The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in the concrete . The Contractor shall provide a certified copy of the test results to the City . (c) Quality control testing of on site material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City . The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsib ility to furnish materials and equipment conforming to the requirements of the contract. 06/20/08 SP-15 (d) Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing . The Contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested . (e) The Contractor shall provide a copy of the trip t icket for each load of fill material del ivered to the job site. The ticket shall specify the name of the pit supply ing the fi ll material. 33 . PROPERTY ACCESS : Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 34 . SAFETY RESTRICT IONS -WORK NEAR HIGH VOLTAGE LINES : The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches , painted yellow with black letters that are leg ible at twelve feet shall be placed inside and outside vehicles such as cranes , derricks , power shovels , drilling rigs , pile drivers , hoisting equipment or similar apparatus. The warning sign shall read as follows : "WARNING-UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES ." (b) Equipment that may be operated with in ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm , except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines , notification shall be given the powe r company (TU Electric Service Company) which will erect temporary mechanical barriers, de-energize the line or raise or lower the line . The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Serv ice Company and shall record action taken in each case . (d) The Contractor is required to make arrangements with the TU Electric Serv ice Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense . (e) No person shall work wi t hin six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 35 . WATER DEPARTMENT PRE-QUALIFICATIONS: Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specificat ions shall govern performance of all such work . 36. RIGHT TO AUDIT : 06/20/08 SP-16 (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expirat ion of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books , documents, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City . The City agrees to reimburse Contractor for the cost of copies at the rate published in the Texas Administrative Code in effect as of the t ime copying is performed . 37. CONSTRUCTION STAKES; The City, through its Surveyor or agent , will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and utility construction and centerlines and benchmarks for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage, etc.), one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter and/or paving. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc ., all stakes furnished until completion of the construction phase of the project for which they were furnished. If, in the opinion of the Engineer, a sufficient number of stakes or markings provided by the City have been lost, destroyed, or disturbed, that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place, then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes, at the Contactor's expense. No claims for delay due to a lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents . 38. LOCATION OF NEW WALKS AND DRIVEWAYS ; The Contractor will make every effort to protect existing trees within the parkway, with the approval of the engineer the Contractor may re-locate proposed new driveways and walks around existing trees to minimize damage to trees. 06/20/08 SP-17 39. EARLY WARNING SYSTEM FOR CONSTRUCTION: Time is of the essence in the completion of this contract. In order to insure that the Contractor is responsive when notified of unsatisfactory performance and/or of failure to ma intain the contract schedule , the following process shall be applicable: The work progress on all construction projects will be closely monitored . On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the Contractor is less than the percentage of time allowed by 20% or more (example : 10% of the work comp leted in 30% of the stated contract time as may be amended by change order), the following proactive measures w ill be taken : 1. A letter will be mailed to the Contractor by certified mail , return rece ipt requested demanding that, within 10 days from the date that the letter is received , it provide sufficient equipment , materials and labor to ensure completion of the work with in the contract time . In the event the Contractor receives such a letter, the Contractor shall provide to the City an updated schedule showing how the project will be comp leted within the contract time . 2. The Project Manager and the Directors of the Department of Eng ineering , Water Department , and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city counc il membe rs may also be informed. 3. Any notice that may , in the City 's sole discretion , be requ ired to be provided to interested ind ividuals will distributed by the Engineering Department's Public Information Officer . 4 . Upon receipt of the Contractor's response , the appropriate City departments and directors will be notified . The Engineer ing Department's Public Information Officer will , if necessary, then forward updated notices to the interested individuals . 5. If the Contracto r fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the cont ract , the bonding company will be notified appropriately . 40 . AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the following gu ide li nes relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS ". Typically , the OZONE SEASON , within the Metroplex area , runs from May 1, through OCTOBER 31, with 6 :00 a.m. -10 :00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. The Texas Commission on Environmental Quality (TCEQ), in coordinat ion with the National Weather Service , will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days , the Contractor shall bear the responsibility of being aware that such days have been des ignated Air Pollution Watch Days and as such shall not begin work until 10 :00 a.m. 06/20/08 SP-18 .- - whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10 :00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and cert ified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG . If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m . -6 :00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather days of a given month . CONSTRUCTION 41 . PAY ITEM-UNCLASSIFIED STREET EXCAVATION: See Standard Specifications Item No . 106, "Unclassified Street Excavation" for specifications governing this item . Removal of existing penetration or asphalt pavement shall be included in this item. Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this item and no additional compensation shall be given as such. During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be d isposed of at locations approved by the engineer. The intention of the City is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid . The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities . 42 . PAY ITEM -6" REINFORCED CONCRETE PAVEMENT: (a) All applicable provisions of standard Specifications Item 314 "Concrete Pavement ," shall apply. The Contractor shall use a six (6) sack concrete mix for all hand placements in the intersections . The unit price bid per square yard shall be full payment for all labor, material, equipment and incidentals necessary to complete the wo rk . (b) Once an evaluation of the pavement is made to determ ine whether the crack is due to distress or minor shrinkage , the following po licy will apply : 06/20/08 (1) When the crack is minor and due to shrinkage (cosmet ic), then no further treatment will be needed . (2) If the crack is due to distress (structural), the failed pavement must be removed and replaced a minimum of 5 feet. In no case should the rema ining portion of the panel be less than 5 feet wide after repairing the failed panel. SP-19 (3) Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to prevent future spalling of the pavement. *Items outlined under Part-b "Evaluation of Pavement" WILL follow the attached Concrete Pavement Acceptance Policy Draft dated August 20, 2007 for pavement replacement located at the end of Special Provisions for Street and Storm Drain Improvements section. (c) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Construction Engineer . Screeds will not be allowed except if approved by the Construction Engineer. (d) All areas that require sawcuts WILL BE subsidiary and follow the guidelines outlined in 85 NON PAY ITEM-SAWCUT OF EXISTING CONCRETE . 43 . PAY ITEM -SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: 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) 1. SCOPE This specification fo r silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314 .2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -CITY OF FORT WORTH, and Item 2.210 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH TEXAS COUNCIL OF GOVERNMENTS . 2. MATERIALS 06/20/08 2.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A 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 Eng ineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements . 2.2 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 . 2.3 Self-Leveling Silicone Joint Sealant SP-20 The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, Ml 48686- 0994, or an approved equal. Self-Leveling Silicone 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 1.206 to 1.340 **** Skin-Over Time, minutes max. 60 **** Cure Time, days 14 to 21 **** Full Adhesion, days 14 to 21 AS CURED- ASTM D 412 , Die Mod . Elongation, % min. 1400 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod .) ASTM C 719 Movement, 10 cycles@ +100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min . 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt , % Elongation min . 600 (Sect. 14 Mod .) 2.4 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 no bond or reaction shall occur between them. Reference is made to the "Construction Detail" sheet for the various joint details with their respective dimensions. 3. 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 "Construct ion Detail " sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy" joints , the init ial 1/4 inch width "green" saw-cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation. Immed iately after the saw cutting pressure washing shall be applied to flush 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 sha ll be made, the joint cleaned , and the joint sealant installed . During the application of the j oint sealant , the weather shall not be inclement and the temperature shall be 40F (4C) 06/20/08 SP-21 and rising . 4 . EQUIPMENT 4 .1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a 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 : 4 .2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 4.3 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. 4.4 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. 4.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 4.6 Injection Tool: This mechanical device shall apply the sea lant uniformly into the joint. 4 . 7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4 . 4 .8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination . They shall be compatible with the join depth and width requirements. 5. CONSTRUCTION METHODS 5.1 General : The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations 5.2 Sawing Joints : The joints shall be saw-cut to the width and depth as shown on the "Construction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 5.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. 06/20/08 SP-22 - 6. 06/20/08 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 shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to 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 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 . 5.4 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 be permitted when the air and pavement temperature is less than 40F (4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition . Traffic shall not be allowed on the fresh sealant until it becomes tack-free . Approval 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 . WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for two years after final SP-23 acceptance of the completed work by the Engineer. 7. BASIS OF PAYMENT Payment will be made at the Contract bid item unit price bid per linear foot (L.F .) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of shall be full compensation for furn ishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications . 44. PAY ITEM -6" CONCRETE CURB : Standard Specification Item 502 shall apply except as follows: Integra l curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab. If the Contractor fa ils to backfill behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb shall be reduced by 25% until the backfill operation is comp lete. 45 . PAY ITEM -RETAINING WALL: (OMITTED) 46 . PAY ITEM -"PROP . 7" CURB & 18" GUTTER (REPLACE EXIST. CURB & GUTTER): (OMITTED) 47 . PAY ITEM -6" HMAC TRANSITION : This item will consist of the furnishing and placing at varying thicknesses an HMAC surface in transition areas where indicated on the plans, as specified in these specifications and at other locations as may be directed by the Engineer. This item shall be governed by all applicable provisions of Standard Specifications Item 312 . The price bid per ton 6" HMAC Transition as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 48 . PAY ITEM -6" PIPE SUBDRAIN: (OMITTED) 49 . PAY ITEM -TRENCH SAFETY : (OMITTED) 50 . PAY ITEM -6" THICK LIME STABILIZED SUBGRADE & CEMENT FOR SUBGRADE STABILIZATION: (OMITTED) 51 . PAY ITEM - 6" H.M.A.C . PAVEMENT (Thickness Tolerances and HMAC Testing Procedures): The base course shall be a 3" deep Type "B" course placed in one lift. The surface course shall be a 3" deep Type "D" course placed in one lift . 06/20/08 SP-24 -- All prov1s1ons of Standard Specification No . 312.7 'Construction Tolerance' shall apply except as modified herein : 1) After completion of each asphalt paving course , core tests will be made to determ ine compliance with the contract specifications. The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer. The th ickness of individual cores will be determ i ned by averaging at least three (3) measurements. If the core measurements indicate a deficiency, the length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness. The width of such area shall not be less than % of the roadway width . 2) When the thickness of the base course (as determined from core samples) is more than 15% deficient of the plan thickness , the Contractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15% deficient , the Contractor shall make up the difference in the base th ickness with surface course material . 3) The surface cou rse must be the plan thickness . This does not include surface course material used to make up deficiencies in the base course as described in item 2). 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness . Deficient areas (as determined in item 1) found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot-mix asphaltic conc rete course of a th ickness exceeding that requi red by the plans and specifications. 6) HMAC Testing Procedure : The Contractor is required to submit a Mix Design for both Type "B" and "D" asphalt that w ill be used for each project. This should be submitted at the Pre-Construct ion Conference . This design shall not be more than two (2) years old . Upon submittal of the design m ix a Marshal (Proctor) will be calculated, if one has not been previous ly calculated , for the use during density testing. For type "B" asphalt a maximum of 20% rap may be used . No Rap may be used in type "D" Upon approva l of an asphalt mix design and the ca lculat ion of the Marshal (proctor) the Contractor is approved for placement of the asphal t. The Contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type "B" and for Type "D" asphalt will be 91 % of the calcu lated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing . After a rolling pattern is established , densities should be taken at locations not more than 300 feet apart. The above requirement appl ies to both Type "B" and "D" asphalt. Dens it ies on type "B" must be done before Type "D" asphalt is applied. 06/20/08 SP -25 Cores to determine thickness of Type "B" asphalt must be taken before Type "D" asphalt is applied . Upon completion of the application of Type "D" asphalt additional cores must be taken to determine the applied thickness . 52. PAY ITEM -CONCRETE FLAT WORK (CURB, CURB & GUTTER SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS): Concrete flatwork is defined as curb, curb and gutter, sidewalks, leadwalks, wheelchair ramps and driveways as shown in the plans. This provision governs the sequence of work related to concrete flatwork and shall be considered a supplement to the specifications governing each specific item. Required backfilling and finished grading adjacent to flatwork shall be completed in order for the flatwork to be accepted and measured as completed. No payment will be made for flatwork until the pay item has been completed, which includes backfilling and finished grading. 53 . PAY ITEM -REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS, STEPS, LEADWALKS AND WHEEL CHAIR RAMPS : (OMITTED) 54. PAY ITEM -REMOVE EXISTING CURB AND GUTTER: Where shown on the plans or where designated by the Engineer, existing curb and or gutter and existing laid down curb shall be removed and disposed of in a manner satisfactory to the Engineer. Measurement will be by the linear foot for curb and gutter, laydown curb removed, and for all labor, tools, and incidentals necessary to complete the job. 55. PAY ITEM -REMOVE EXISTING CURB INLET: (OMITTED) 56 . PAY ITEM -6" THICK REINFORCED CONCRETE DRIVEWAY: (OMITTED) 57 . PAY ITEM-REMOVE AND CONSTRUCT CONCRETE STEPS: (OMITTED) 58. PAY ITEM -4' STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR RAMP: (OMITTED) 59 . PAY ITEM -REMOVE AND REPLACE FENCE: (OMITTED) 60. PAY ITEM-STANDARD 7" CURB AND 18" GUTTER: (OMITTED) 61. PAY ITEM -REMOVE AND RECONSTRUCT MAILBOXES / MISCELLANEOUS: (OMITTED) 62. PAY ITEM -BORROW: The non-expansive earth fill should consist of soil materials with a liquid limit of 35 or less, a plasticity index between 8 and 20, a minimum of 35 percent passing the No . 200 sieve, a minimum of 85 percent passing the No. 4 sieve , and which are free of organics or other deleterious materials. When compacted to the recommended moisture and density, the 06/20/08 SP-26 - material should have a maximum free swell value of 0.5 percent and a maximum hydraulic conductivity (permeability) of 1 E-05 cm/sec, as determined by laboratory testing of remolded specimens of the actual materials proposed for the non-expansive earth fill. 63. PAY ITEM-CEMENT STABILZATION: (OMITTED) 64 . PAY ITEM -CEMENT: (OMITTED) 65. PAY ITEM-NEW 7" CONCRETE VALLEY GUTTER: (OMITTED) 66 . PAY ITEM -STORM DRAIN INLETS: (OMITTED) 67 . PAY ITEM-TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN : (OMITTED) 68. PAY ITEM -STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE): PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The Contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Internet at http ://www .tnrcc.state .tx.us/permitting/water perm/wwperm/construct.html. Soil stabilizat ion and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual fo r Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that , if properly utilized, can min imize the need for physical controls and possible reduce costs . The methods of control shall result in minimum sediment retent ion of not less than 70%. NOTICE OF INTENT (NOi): If the project will result in a total land disturbance equal to or greater than 5 acres, the Contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOi) form prepared by the engineer. It serves as a notification to the TCEQ of construct ion activity as well as a commitment that the Contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site . The NOi shall be submitted to the TCEQ at least 48 hours prior to the Contractor moving on site and shall include the required $100 application fee . The NOi shall be mailed to : Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin , TX 78711-3087 A copy of the NOi shall be sent to : City of Fort Worth Department of Environmental Management 06/20/08 SP-27 5000 MLK Freeway Fort Worth , TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity , the Contractor shall sign , prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a not ice that the site is no longer subject to the requirement of the perm it. The NOT should be mailed to: Texas Comm ission on Environmental Quality Storm Water & General Permits Team ; MC -228 P.O. Box 13087 Austin , TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an eros ion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site . Five of the project SWPPP's are available for viewing at the plans desk of the Department of Engineering . The selected Contractor shall be provided with three copies of the SWPPP after award of contract , along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality . LARGE CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES : A Notice of Intent (NOi) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee . A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepa red and implemented at least 48 hours before the commencement of construct ion activit ies . The SWPPP shall be incorporated into in the contract documents . The Contractor shall submit a schedule for implementat ion of the SWPPP . Dev iations from the plan must be submitted to the eng ineer for approval. The SWPPP is not warranted to meet all the condit ions of t he permit since the actual construction act ivit ies may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of t he Perm it. The Contractor must keep a copy of the most current SWPPP at the construct ion site . Any alterat ions to the SWPPP proposed by the Contractor must be prepared and submitted by the Contractor to the engineer for review and approval. A Not ice of Term ination (NOT) form shall be submitted within 30 days after final stabilizat ion has been achieved on all portions of the site that is the responsibility of the permittee , or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES : Submiss ion of a NOi form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Env ironmental Management at the address listed above . A SWPPP , prepared as described above, sha ll be implemented at least 48 hours before the commencement of construction activ ities. The SWPPP must include descriptions of control measures necessary to prevent and control soil eros ion , sed imentation and water pollution and will be included in the cont ract documents . The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to , silt fences , straw ba le dikes, rock berms , diversion dikes , 06/20/08 SP-28 - - - interceptor swales, sed iment traps and basins , pipe slope drain , inlet protection , stabilized construction entrances, seeding , sodding, mulching, soil retention blankets, or other structural or non-structural storm water pollution controls. The method of control shall result in a min imum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION : Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP . FOR DISTURBED AREAS LESS THAN 1 ACRE , SPECIAL PROVISION 23 -40 SHALL BE APPLICABLE . 69 . PRE BID ITEM -PROJECT DESIGNATION SIGN : The Contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all t imes on each project under construction. Maintenance will include painting and repa irs as directed by the Engineer. It will be the responsibility of the Contractor to have the ind ividual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, paint ing and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of%" fir plywood , grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction . The work, which includes the pa inting of the signs , installing and removing the signs , furnishing the materials , supports and connections to the support and ma intenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials includ ing all labor , equ ipment , tools and incidentals necessary to complete the work . 70 . PRE BID ITEM -UTILITY ADJUSTMENT: This item is included for the basic purpose of establish ing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, san itary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's respons ibility to maintain . An arb itrary figure has been placed in the Proposal ; however, this does not guarantee any payment for utility adjustments , neither does it confine ut ility adjustments to the amount shown in the Proposal. It shall be the "Contractor'' responsibility to prov ide the serv ices of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence , where such lines would not have required adjustment or repair otherwise , the lines shall be repaired and adjusted by the Contractor at the Contractor's expense . The payment t o the Contractor for utility adjustments shall be the actual cost of the adjustments 06/20/08 SP-29 plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments . 71 . PRE BID ITEM -TOP SOIL : The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include deeper than design depth behind the curb . The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site . Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed . 72 . PRE BID ITEM-ADJUST WATER VALVE BOX : Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces . The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work . 73. PRE BID ITEM -MANHOLE ADJUSTMENT : This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Standard Specification Item No . 450 shall apply except as follows : Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions . 74 . PRE BID ITEM -ADJUST WATER METER BOX: (OMITTED) 75 . NON-PAY ITEM -CLEARING AND GRUBBING : All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. 76 . NON-PAY ITEM -SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200 , "Sprinkling for Dust Contro l" shall apply . However, no direct payment will be made for this item and it shall be considered incidental to this contract. 77. NON-PAY ITEM-PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns , yards, shrubs, trees, etc . shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ord inance, the Contractor must obtain a perm it from the City Forester before any work (trimming , removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys . This permit can be obtained 06/20/08 SP-30 - - - by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City . To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. 78. NON-PAY ITEM -CONCRETE COLORED SURFACE : (OMITTED) 79 . NON-PAY ITEM -PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items . Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis . Clean up work shall include, but not be limited to : • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 80 . NON-PAY ITEM -PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference . This schedule shall detail all phases of construction, including project clean up, and allow the Contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in . Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. 81. NON-PAY ITEM-NOTIFICATION OF RESIDENTS : In order to cut down on the number of complaints from residents due to the dust generated when saw-cutting joints in concrete pavement, the Contractor shall notify residents, in writing, at least 48 hours in advance of saw-cutting joints during the construction of paving projects. 06/20/08 SP-31 All costs involved with providing such written notice shall be considered subsidiary to this contract. 82. NON-PAY ITEM -PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION : Prior to beg inning construct ion on any block in the proj ect, the Contractor shall , on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows : The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area . The flyer shall be prepared on t he Contractor's letterhead and shall include the following information : Name of Project , DOE No., Scope of Project (i.e . type of construction activity), actual construction duration within the block, the name of the Contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the 'pre-construction notification ' flyer is attached. The Contractor sha ll submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition , a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed . The Contractor will not be allowed to beg in construction on any block until the flyer is delivered to all res idents of the block . An electronic version of the sample flyer can be obtained from the construction office at 817- 392-8306. All work involved with the pre-construction notification flyer shall be conside red subsidiary to the contract price and no additional compensation shall be made. 83 . NON-PAY ITEM -PRE-CONSTRUCTION NEIGHBORHOOD MEETING: After the pre-construction conference has been he ld but before construct ion is allowed to begin on this project a pub li c meeting w i ll be held at a location to be determined by the Eng ineer. The Contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date , and answer any construction related questions . Every effort will be made to schedule the ne ighborhood meeting with in the two weeks fo ll owing the pre-constr uction conference but in no case will construction be allowed to begin until this meeting is held. 84 . NON-PAY ITEM -WASHED ROCK: All washed rock used for embedment or backfill or as otherwise directed by the Eng ineer shall washed, crushed stone and shall meet the following gradation and abrasion : (Actual washing not required if gradation is met) Sieve Size 1" 1/2" 3/8" #4 #8 % Retained 0-10 40-75 55-90 90-100 95-100 Los Ange les Abrasion Test: 50% Maximum wear pe r A.S.T.M. Designation C-131. 06/20/08 SP-32 - - 85. NON-PAY ITEM-SAWCUT OF EXISTING CONCRETE: When existing concrete or H.M .A.C. is cut, such cuts shall be made with a concrete saw. The Contractor may break out curb and gutter to the nearest joint if he chooses. All sawing shall be subsidiary to the unit cost of the respective item. 86 . NON PAY ITEM -LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES : The Contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the recycling process commences for a particular street. The Contractor shall attempt to include the construction engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum to two (2) working days before recycling begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the Contractor's responsibility to notify the utility companies that he has commenced work on the project. As the recycling is completed (within the same day) the Contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the Contractor shall notify the utilities of this completion and indicate that start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company AT&T TXU ATMOS Energy Dig TESS Telephone Number 817-338-627 5 1-800-233-2133 817-215-0366 880-344-8377 Of course, under the terms of this contract, the Contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the recycling operation by the Construction Engineer. The Contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the Contractor shall be figured subsidiary to this contract. 87. NON PAY ITEM -TIE IN INTO STORM DRAIN STRUCTURE: The cost for making lateral tie-ins to the storm drain structure shall be subsidiary to the bid price for the respective lines . 88. NON PAY ITEM -SPRINKLER HEAD ADJUSTMENT : The adjustment and/or relocation of sprinkler heads encountered shall be paid for under utility adjustment in the proposal section . No other compensation will be provided. 06/20/08 SP-33 89 . NON PAY ITEM -FEE FOR STREET USE PERMITS AND RE-INSPECTIONS: A fee for street use permits is in effect. In addition, a separate fee for re-inspections for parkway construction, such as driveways, sidewalks, etc., will be required. The fees are as follows: The street permit fee is $50 .00 per permit with payment due at the time of permit application . A re-inspection fee of $25.00 will be assessed when work for which an inspection called for is incomplete. Payment is due prior to the City performing re-inspection. Payment by the Contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. 90 . NON PAY ITEM -TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE): A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measure unless otherwise directed by the engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dames , berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIRMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface are of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water course, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches , mats, seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion . Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule . Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 06/20/08 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossing are necessary . Unless otherwise SP-34 approved in writing by the Engineer, mechan ized equipment shall not be operated in live streams . 3. When work areas or material sources are located in or adjacent to live streams , such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to min imize the muddying of a stream . 4. All waterways shall be cleared as soon as practicable of false work , piling, debris or other obstructions placed during construction operations that are not part of the finished work . 5. The Contractor shall take sufficient precautions to prevent pollution of st reams , lakes and reservo irs with fuels , oils, bitumens , calcium chloride or other harmful materials . He shall conduct and schedu le his operat ions so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish . E. SUBMITTAL: Prior to the start of the applicable construction , the Contractor sha ll submit for approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a min imum . He sha ll also submit for acceptance his proposed method of so il -eros ion control on construction and haul roads and material sources and his plan for disposal of waste materials . No work shall be started unt il the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. F. MEASUREMENT AND PAYMENT: All work , materials and equipment necessary to provide temporary erosion control shall be considered subs idiary to the contract and no extra pay will be given for this work . 91 . NON PAY ITEM -GREEN CEMENT POLICY : As per Fort Worth City Council Resolution 3536 , the City Manager is autho rized to specify the purchase of dry kiln cement as the base bid in City of Fort Worth bid projects , with an alternative bid for the purchase of cement from an unspecified source and preferential purchas ing fo r bids from a cement kiln with emissions not exceeding 1.7 pounds of NOx per ton of clinker produced . In cases where cement meeting the above requirements is not available , and where cement from a non-compliant source must be utilized , the Contractor shall furnish good fa ith effort documentation in the form of letters from two North Texas cement suppliers of green cement stat ing that no stock of green cement is available for t he contractor at that time . These letters shall be cons idered valid for a maximum of one week after which new letters must be submitted to the Project Inspector if green cement continues to remain unavailab le. All related costs for complying with the Green Cement Policy shall be cons idered subsidiary to the app li cable project pay items . The contractor shall submit the Green Cement Policy Compliance Statement or t he good faith effort documentation at the time the of bid opening of the project. A copy of the 06/20/08 SP-35 Compliance Statement is attached at the end of th is section . Fa il ure to comply with the Green Cement Policy may result in rejection of the bid as non-responsive . 92 . PAY ITEM -TRAFFIC CONTROL PLAN: The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required . The Contractor shall be responsible for providing traffic control during the construction of this project consistent w ith the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating T raffic on Highways," codified as Article 6701 d Vernon 's Civil Statutes , pertinent sections being Section Nos . 27 , 29 , 30 and 31 . Unless otherwise included as part of the Construction documents, the Contractor shall subm it a traffic control plan (duly sealed , signed and dated by a Registered Professional Engineer (P .E.) in the state of Texas), to the City Traffic Engineer [Tel (817)392-8770] at or before the preconstruction conference. The P.E. preparing the traffic control plan may utilize standard traffic reroute configurations posted as "Typicals " on the City 's Buzzsaw website . Although work will not begin until the traffic control plan has been reviewed and approved , the Contractor's time will begin in accordance with the timeframe mutually estab li shed in the 'Notice to Proceed' issued the Contracto r. The Contractor w ill not remove any regu latory sign , instructional sign , street name s ign or other s ign , which has been erected by the City . If it is determ ined that a sign must be removed to permit required construction , the Contractor shall contact the Transportation and Pub lic Works Department , Signs and Markings Divis ion , (Phone Number 871-7738) to remove the s ign . 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 correct ly 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 ext ent that the permanent sign can be reinstalled , the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locations/streets during "peak traffic periods " as determination by the City Traffic Enginee r and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." The lump sum pay item for traffic control shall cover design , and / or installation and maintenance of the traffic control plans. 93 . PAY ITEM -TRAFFIC BUTTONS : The contractor shall supply and install all materials necessary for the placement of traffic buttons to delineate the proposed left turn lanes as detailed in the plans . The unit price per each shall be full compensation for the contractor to supply and install TYPE 11-C-4 and Type W-4 traffic buttons as we ll as adequate amounts of Type Ill Epoxy. 06/20/08 SP-36 - (To be printed on Contractor's Letterhead) Date: ____ _ DOE No: PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: MAPSCO LOCATION: __ LIMITS OF CONST.: ------------- Estimated Duration of Construction on your Street : _ days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL< REPLACE WATER AND/OR SEWER LINES -RECONSTRUCT THE STREET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HA VE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT <TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. 06/20/08 SP-37 .. , CITY OF FORT WORTH Policy# CONCRETE PAVEMENT ACCEPTANCE Effective Date POLICY New DRAFT Au ust 2tJ, 2007 Pae of The fofiowing policy shall gover..n all concrete pavement within the City of Fort Worth rights i, of way and easements: . . '. PURPOSE This policy is intended to guide the city staff and contractor a clear understand1ng and expectation for accepting concrete paving: DEFINITIONS A. Minor crack -A crack of no more than 3 feet in length and does not extend i.) from the edge of a slab or from a pavement joint, or; ii.) the depth to the reinforcement steel of the concrete slab, or; iii.) an intermediate crack that is designated as a minor crack under I\( 8 . below. ( B. Intermediate Crack -A crack that extends from any edge of slab or joint a distance of no': more than 5 feet. · G. Structural or Ma.jar .crack. -A crack i.) of greater than 5 feet, or; ii.) that extends -from the edge of a slab odrom a pavement joint to any other edge of.slab or joint, or; iii.) extends the-full depth_O:fthe concrete slab, or, iv.) afl intermediate crackihat is designated as a structural crack under'IV. B. below . · D. City Engineer-In the application of this po1icy, the City Engineer is the Director of the Department of Engineering ,or hi s desigrree. ACCEPTABLE PAVEMENT-NO ACTION IS NECESSARY: A concrete panel with four (4) or less minor cracks as defined above is acceptable (See Figure 1 ). No action is necessary and no routing and sealing Is allowed. ··-·· ---··--· ····-·· ....... ~ ·---~-----·,-~ --~---- -·-- -"4-rH PLAN PROFILE Figure 1 -No action ls-nm:ess:~u:y. MONJTOREO PAVEMENT A concrete pavement with one intermediate crack as defined above may be acceptable. The contractor has two options. A. Option No. 1 -The panel may be removed and replaced at contractor expense. B. Option No. 2 -The limit of the crack shall be identified for future reference by drilling}a 1/2" hole at the free end of the crack and searing with an approved epoxy material. If at the end of the warranty period the crack has not propagated then the crack will be designated as a minor crack. If the crack has propagated then the crack is :· considered a structural crack. FAILED PAVEMENT -FUt.LPANEL REPLACEMENT IS REQUIRED.: A. If a panel cor.itains greater than four (4) minor cracks, or one or more major or structural er.eeks, the panel muslbe removed and replaced. (See Figure 2) ---· ~ PLAN PROFILE Figure 2 • Full panel replacement is required . .. -· -. ---·······--· ----···· .. ·-···· ..... •' ' ........ ,, ..... ·-· -- B . All .concrete panels with any structural or major crack as defiAed above must be removed and replaced in .their entirety. (See Figures 3 ar-id 4 below) w f PLAN PROFILE Figure 3 -Full panel replacement Is reguf.red, PLAN :-PRORLE Figure 4-Full pane·1 replacement is required. C. lfthe edge of existing concrete pavement is damaged during the cor-1structior.i of adjacent pavement, the damaged panel(s) must be removed.and replaced in its (th~k entirety. ,'. APPLICATION AND F.INAL DETERMINATION OF POLICY The City En_gineer or his/her designee will make the determination if .the crack is minor or structural and the cause. If.the Contractor disagrees with the City's assessment the City will hire an independent geotechnical consultant mutually agreeable to the City and Contractor'. to perform testing and analysis to determine the cause of the failure. If the failure is deemed to be due to materials and workmanship, the Contractor will be responsible for the costs of the geotechnical testing and analysis in addition to replacing the failed pavement. The consultant's finding is final. Approved ------c---=--=---,,------,=----Approved --------------1 ·· Robert D. Goode ~ate A. Douglas Rademaker Date r Director, TPW Dir::ector-, Er:igmeering HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Broom or Sweeper Ooerator Bulldozer Operator Carpenter Concrete Finisher, Paving Concrete Finisher, Structures Concrete Paving Curbing Machine Operator Concrete Paving Finishing Machine Operator Concrete Paving Joint Sealer Operator Concrete paving Saw Operator Concrete Paving Spreader Operator Concrete Rubber Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator Electrician Flall'.1?:er Form Builder/Setter, Structures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front End Loader Operator Laborer, Common Laborer, Utility Mechanic Milling Machine Operator, Fine Grade Mixer Operator Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Oiler Painter, Structures Pavement Marking Machine Operator Pipe layer Reinforcing Steel Setter, Paving Reinforcing Steel Setter, Structure Roller Operator, Pneumatic, Self-Propelled Roller Operator, Steel Wheel, Flat Wheelffamping Roller Operator, Steel Wheel, Plant Mix Pavement Scraper Operator Servicer Slip Form Machine Operator Spreader Box Operator Tractor Operator, Crawler Type Tractor Operator, Pneumatic Traveling Mixer Operator Truck Driver, Lowboy-Float Truck Driver , Single Axle, Heavy Truck Driver, Single Axle, Light Truck Driver, Tandem Axle, Sem i-Trailer Truck Driver, Transit-Mix Wagon Drill , Boring Machine, Post Hole Driller Operator Welder Work Zone Barricade Servicer $J0.06 $13 .99 $12.78 $11.01 $ 8.80 $14 .15 $ 9 .88 $13 .22 $12.80 $12 .85 $13.27 $12.00 $13.63 $12.50 $13.56 $14.50 $10.61 $14.12 $18.12 $ 8.43 $11.63 $11.83 $13 .67 $16.30 $12.62 $ 9.18 $10.65 $16.97 $11.83 $11.58 $15 .20 $14 .50 $14.98 $13.17 $10.04 $11.04 $14 .86 $16.29 $11.07 $10.92 $11.28 $11.42 $12.32 $12 .33 $10.92 $12.60 $12 .91 $]2.03 $14.93 $11.47 $10.91 $11.75 $12.08 $14.00 $13.57 $10 .09 Classification AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher Concrete Form Builder Drvwalt Mechanic Drvwall Helper Drywall Taper Drywall Taper Heloer Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Heloer Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Hrly Rate Classification $21.69 Plumber $12.00 Plumber Helper $15.24 Reinforcing Steel Setter $19.12 Roofer $10.10 Roofer Helper $16.23 Sheet Metal Worker $11. 91 Sheet Metal Worker Helper $13.49 Sprinkler System Installer $13.12 Sprinkler Svstem Installer Heloer $14.62 Steel Worker Structural $10.91 Concrete Pump Crane, Clamsheel, Backhoe, Derrick, D'Line $13.00 Shovel $9.00 Forklift $20.20 Front End Loade r $14.43 Truck Driver $19.86 Welder $12 .00 Welder Helper $20.00 $13.00 $18.00 $13 .00 $14.78 $11.25 $10.27 $13.18 $16.10 $14.83 $8 .00 $18.85 $12.83 $17.25 $12.25 Hrly Rate $20.43 $14.90 $10.00 $14 .00 $10.00 $16.96 $12.31 $18.00 $9 .00 $17.43 $20.50 $17.76 $12.63 $10.50 $14 .91 $16.06 $9.75 Compliance with and Enforcement of Prevailing Wage Laws (a) Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258 . Such prevailing wage rates are included in these contract documents. (b) Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. ( c) Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. (d) Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258 .023 , Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph ( c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. ( e) Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all .,, ______ ,,. ..... --'-------------------------------- '-.-.---:---,___;. -, ____________________________ _____;:.__ ______ ---'-''-----'-:-----.. ' 'i- • • ::i. I 1.··EXtSTING · :CONCRETE SHALL BE SAW CUT ·F.ULL DEPTH . 2. DRILL ANO ' GROUT N0.5 x 24" TIE BAAS AT 24" C·C . PENATRATE ·MIN. 6" INTO EXISTl~G ;PAVEMENT 3. -SPLICE ,:N0.3 • BAAS ,TO THE N0.5 TIE BAR . WITH A MINIMUM 12" OVERLAP. 4. AT EXPANSION JOINT USE REDWOOD EXPANSION JOINT FILLER AND N0.6 x 24" SMOOT_H DOWEL AT 24" C-C · EXIST. STEEL ·CURB \ 5' MIN.--i~ CURB ,./ RECOMMENDED ev~·a·:B.~ O~TE r UIS'{o\ "-. GEORGE A. BEHMANESH, ASSISTANT ; DIRECTOR, TPW Rev . SAW NO. 3 BARS <!I 24" C-C BOTH WAYS ' ·sAw cur 1 -6" 18" -~"--··SAWED OR · CONSTRUCTED JOM' ---· . --ct JUINT . . : TYPICAL PARTIAL 'P'ANEL REPLACEMENT · REINFORCED CONCRETE PAVEMENT :· EXISTING STEEL IN PAVEMENT SHALL ··BE CUT J01NT DEPTH PAVEMENT .JOINT t.H~Cl<NESS DEPTH -~-. ,. T• S• 1·V4" T• 6" 1-11211 T• 711 1•3/4" T• 811 2" FORT WORTH ~- APPROVED BY:_. ------·DATE: --- ,HUGO MALANGA CITY OF FORT WORTH, TEXAS TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISION DIRECTOR, TPW F'IG. 2000·4A I I I I I ~ I fr 0 0 0 I 0 0 0 10 FEET o~ ::,,,: <I MIN .\ o a: w 0 a: ro 3 <I 0 0 a: w 0 LL w LL z I 0 :::) 0 0 Cl) N 0 ~ 0 X 0 z <I 0 L L 0 - I 0 f- 0 f-w i 0 w w w ·-: 0 LL LL .. , 0 (S) ,. 0 (S) (S) lD -cr:i 0 1, CSl I N I ~ ROAD z ~ WORK <I: X _J AHEAD a.. I ~ ;, ~ I fr isi CSl This plan ts submitted for TCP . I certify this pla n will be used for the foiling location(s): N -..... Fi I -..... I lf) ond that all channelizing devices will conform to 'General Notes' as shown on the back . w f- <I: Signature: Date 0 CITY OF FORT WOR TH TYPICA L TWO WAY STREET -SPEED LIMIT 30 MPH OR LESS : TRANSPORTATION SHORT TERM STA TIO NARY -12 HRS OR LESS -DAYTIME ON LY I AND Note: PUBLIC WORKS See reverse s i de fo r General Notes and Device Spacing PLAN "220 B' THU TCD F 1gure TA-3,4 & 6 j 0 N N ~ ..J 0. END ROAD WORK 10 FEET o 0 0 MIN. 0 ( fl a a a a a 0 0 0 0 0 0 0 0 0 .A. ~ a: 0 ~ 0: w u.. u.. :) (D ..J I'] ~ X < w a:: < w z 0 N 01 s C L ; ~ 0 C ,0 > "O <I ENO ROAD WORK 0 o This pion is submitted for TCP . I certify this pion will be used for the following locotion(s): N ' I') ~ and that all channelizing devices will conform to "General Notes 11 as shown on the bock . w 1- 4: 0 Signature: CITY OF FORT WORTH TRANSPORTATION ANO PUBLIC WORKS Dote : TYPICAL lWO WAY STREET -SPEED LIMIT 30 MPH OR LESS INTERMEDIATE TERM -OVERNIGHT TO 3 DAYS Note = See reverse side for Gener cl Notes end Device Spocin . p LAN "2 20 C II N N ~ ...J CL 0 0 N Flogger 2 Floggers requ ired wheneve opposing t raffic required to use some lone. Floggers shall be in constant radio con t act. No congregroting around flogger s to t ions . Flogger stations must be lighted ot night . END ROAD WORK 0 0 0 ,~ 0 0 0 0 0 0 0 0 0 0 ..Q. ~ ,-----, ~ END O:'. WW LL Z LL 0 :::> N CD z ~ ,_ w w LL X <( :::? 0 S? ROAD WOR K Flogger Required On Collector /Residenti al Streets . Additional Floggers Moy Be Required Depending On Field Conditions . ' I') This pion 1s submitted for TCP . I certify this pion will be used for t he following locotion (s): ' l{) w ~ and that all channelizing devices will conform to "General Notes" as shown on the bock . 0 Signature: CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS Note: Dote : TYPICAL TWO WAY STREET LANE CLOSURE See re v erse side for General Notes and De v ic e PL AN " 2 21" ,..--··.=======-=· =-=·================--=--=-=--=-=-~-~~=-=·-========== ====··=·=:; ii I' Ii 2 Signs i: ~ END ! ·1L : ;:; .i N I!' J; I! !l ii !I :I 'i I, ii I, Ii " II i: !1 r') jl CS> 11 ~ i!~ 11 '<I" .I CS> :! •• ·,w ::~ 0 l END . I i ROAD WORK I L____~ \ ,,. '(;<ack-ta-Backl _._ ~ ,a~ waa< ! / ot 0 ~ OJ!: <· 0 0 ;i,. " " " " 0 0 0 0 0 0 0 0 0 0 0 0 ~ I~ I " 0 0 0 0 0 0 0 0 0 0 0 0 ;,---~---- 0 X 0 0 2 ~ < 0: w 0 0: ;;:: < 0 0: w w LL LL z ::J 0 (D N I( oooool ARROW BOARD lF SPEED LIMIT IS 40 MPH OR GREATER X X This pion is submitted for TCP . I certify this pion will be used for the following loco ti on(s): and thot all channelizing devices will conform to "General Notes" as shown on the bock . Signature: CITY OF FORT WORT TRANSPORTATION Dote : CONTINUOUS LEFT TURN LANE -DETOUR AND Note : : See reverse si de for General Notes ond De v ice S ocin . 11 2 3 111 i' PUBLIC WORKS ii "====---~--:-:---· -·· . ····-····------·-___ ..:.; __ ._. ;.;....:,.:..,; __ ;....._· -· -· ------.:::--«· -------::-=-·-··-"::::::;;.:-.-::-·--.::;::;;;~-::;--::-:.;;:;;:."':;".=.----·~=~=-.:;~ .... =.·············--··:-;=:;..;.·,;,;·.==-·.=.·.:.·.-.::.~. -····--------·'i r----------------------------------------------------, i END I ~I ROAD WOR K ..o..~ "Ir' t t <> I <> <> <> <> <> !§§j/1 :,: <{ Cl:'. w 0 Cl:'. 100000 >I :;:: <{ ~ C Cl:'. w w ARROW BOARD IF SPEED LIMIT lJ.. lJ.. z IS 40 MPH OR GREATER :, 0 CD N ;::! ..J "'" N z <( ..J a_ END I ROAD WORK ~ X ~I~ ..0.. "Ir' 8 This plan is submitted for TCP . I certify this plan will be used for the following location(s): N ' "'" ' <.0 and that all channelizing devices will conform to "General Notes" as shown on the back . w t- <( 0 Signature : CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS Note : Date : TYP ICAL TWO WAY STREET ONE LANE CLOSURE See reverse side for General Notes and Device S acin9..:... p LAN '' 2 4 1 L 11 z <{ _J 0.. 0 0 N ' -st- ' lD w I- <{ 0 END ROAD WORK D D t D 0 0 0 0 0 0 0 0 o __ "000 0 0 0 0 :,: <{ END ROAD WORK g; w ~~-~~t--~-~ I~ 000001 (l'. ~ w ARROW BOARD IF SPEED LIMIT ~ 6 IS '40 MPH OR GREATER CD N X .J2. This plan 1s submitted for TCP. I certify this plan will be used for the following location(sl : and that all channelizing devices will conform to "General Notes" as shown on the back . Signature: Dote: CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS Note: TYPICAL TWO WAY STREET ONE LANE CLOSURE See reverse side for General Notes ond Device Spocin . p LAN 11 2 4 1 R 11 N V S'-1 z <r __J CL ~ X "'O"' X I( oooool ARROW BOARO IF SPE ED LIMIT IS "40 MPH OR CREATER Yz L MIN END ROAD WORK \ a a a a a a a a a a JL..e:;-END ROAD WORK a a a a Y2 L MIN a a a a a L MIN OR I( 000001 This pion 1s submitted for TCP. I cert1f~ this pion will be used for the foiling locat1on(s): --------------I and that all channelizing devices wi ll conform to 'General Notes' as shown on the bock. Signature: Dote CITY OF FORT WORTH MULT ILANE STREET -TWO LANE CLOSURE TRANSPORTATION ANO Note: I PLJBL IC WORKS See reverse side for Genera l Notes and Device Spacing PLAN "242 ' l TMUTCD F 19ure TA-32 --------- N LI) N ~ ....J Q. 0 0 N ' <t ' <.O w t- <( 0 2 Signs 0 <Bock-to-Bockl END ROAD WORK X 0 O 02 END ROAD WORK \ 0 0 0 0 0 <>:a: 0 0 0 0 0 0 0 a a D D a D D 0 0 0 0 0 ..IL 0 0 0 0 0 0 0 0 0 0 a c.A.....::;.~+-~~~-t-~..--/ a a f I( 000001 ARROW BOARD IF SPEED LIMIT IS 40 MPH OR GREATER This pion is submitted for TCP. I certify this pion will be used for the following locotion(s): and that oil channelizing devices will conform to "General Notes" as shown on the bock . Signature : CITY OF FORT WORT TRANSPORTATION ANO PUBLIC WORKS Dote : CONTINUOUS LEFT TURN LANE -DETOUR Note: See reverse side f or Gener ol Notes ond Device S ocin p LAN 1 ' 2 5 2 11 ~ M z <I ..J Q_ csi IS) N ' O- N ' I I I- I if I- I- I if I- w z <I I-_J C) z I---< ~ er: I-<I I 0.. I if C DUMPSTER IN PARKING LANE TYPE I BARRICADE I I 1r I i o o 0 0 0 I t 0 1if ;,, 0 0 w z <I _J ..Q. _J w > <I I I er: I-..Q. I if 1if DUMPSTER IN TRAVEL LANE ..J This plan 1s submitted for TCP. I certify this plan will be used for the fol11ng locat1on(s): / M and that all channelizing devices will conform to 'General Notes' os shown on the back. w 1- <I D Signature: CITY OF FORT WORTH TRANSPORTATION AND PUBLIC 1./0RKS Date TYPICAL LAYOUT FOR DUMPSTER Note: See reverse side for General Notes and Device Spacing PLAN '310" ~ I u... z <( ...J Q. 0 0 N ' 0 n ' w """ <( Cl ~ ... .JJ. TT J], ~ CNO DETOUR w ~ / z Ut ... w ..1. w a:: ;/ ~T ... "' ~ ¢= ~ /r ..1. STRECT NIJ,I[ l1J 1l!I ' OCTOUR c::> c::> ~ 1:1110130 ".!,., JIWN llJtilS T J/ ; . ¢::, ~ .. /r ~.i ~ w ::. <( % z l ... w w a:: ... "' ~T J], ~ 0 R This pion 1s submitted for TCP . I certify this pion will be used for the following ond that all channelizing devices will conform to "General Notes" os shown on the back . Signature : CITY OF FORT WORTH TRANSPORT ATiON AND PUBLIC WOR K S Date: FULL STREET CLOSURE DETOUR Note: See rever~e side for Generol Notes ond Device S ocinq p L AN '' F -1'' N ' ~ ~ ...J a. 0 0 N ' 0 t') ' w 1- <l'. 0 ~ ~ 11' ~ R w c:::::;> ~ L z '"'"'" :MttH UltUS .... ~ fJ w w 0:: .... Vl -I ¢= c::::> /r .L SfRCCT ~ ' "'°"" ~ ~ 111 1~1 ¢::;J WIOUO ~ ,/ )HtN J.lJIU~ T ~ ------ ¢::, l1J 1l!I / w ~ z .... STA((T tl.l.M( w OCTCUII w 0:: .... Vl !! i ~T NO R and that oil channel i zing devices will conform to "General Noles" os shown on the bock . Signature : Dote : CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS FULL STREET CLOSURE DETOUR Mo l e: See rev erse--side for General Notes and Device Spacing p LAN 11 F -2 • 1 (') I La.. w 1- <C Q ~ -i ¢=, c::> 3H~N l33~lS /~ si ~ i2 t TI ~ .-=----+--=.... i 1t lliJ l T ~ il===jJ i ' VI .., ill M .., i 1t r ..I. l ·illill] '----1------' ~~~ Ji 1l ,AA/ ~ STREET NAHE ¢=, =ll======rr ~' T ¢=, c::> ..L.x ~ ~~ This plan Is subMlttecl for TCP. I certify this plan will be usecl for the following locatlon(s)• ond that all channel i zing devices wl ll conforM to 'General Notes' as shown on the back. Si gno.ture: CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS FULL INTERSECTION CLOSURE DETOUR Note: See reverse s I de for Genera l Notes and Dev Ice Spac in . M II F - 3 11 --r--· I I I I 11 ~ I I I I I t ;; ~I~ rv ;; I I " I Q) I Le. Lc. 0 0 0 0 w 0 ll') ll') I I 2-24x24 inch I ;:; I flogs 0 ..J A ..J <( ~-I I .r=-~ I I-I £~~ I 0 ~i z (/) C a:: W11·2 30x30 I I 0 I I '-5 " ~ 'O i 1 i 1 i cu Ill ·o er I I MEDIAN OR ONEWAY STREET Wll-2 30x30 REQUIREMENTS 1. Al! fund raisers must be eighteen (18) years of age or older . 2 . Mo fund raiser may impede traffic at any time . I I I ~I Wll-2 <( 30x30 a:: I I ~I :) I LL I V\ ~Ii I I I I STRIPED LEFT TURN LANE 3 . Fund raiser may enter or remain in roadway only while the controlling traffic signal is red. 4 . 'All fund ra i sers must remain within 100 feet or less from the intersection approved under the permi t. 5 . Construction vests conforming to current TMUTCD ore required for eac h fund raiser person . 6. Time r estrictions: 9AM to one (1) hour before sunset. 0 0 ~ This pion is submitted for TCP. I certify this pion will be used for the following intersection : l{) 0 ~ and I i i i ! -I I w I- <( 0 · l ... _ Signature : CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS Dote: Note : FUf\10 RAISER T CP PLAN "FR" I J i I -i . ., I (:> z <{ __J a_ 0 0 N ' <D ' $2 w I- <{ 0 ]OIS~ 0JS010 >l,...MlO S10E.:WAL.K CL.OSEO SOCWAI.K CLOSED ¢== use OTHER S()( This plan 1s submitted for TCP. I certify this plan will be used for the following location(s): and that all channelizing devices will conform to "General Notes" as shown on the back . Signature: CITY OF FORT WORTH TRANSPORTAT ION AND PUBLIC WOR KS Dote: SIDEWALK CLOSURE DETOUR Note: ee reverse s,de ev,ce poc,ng . PL,~N "P-1'' l -I I I ! N ' g.. z <l: _J 0.. 0 0 N ' !:Q ' 0 Lu 1- <l: 0 ¢=, c::;> ..L This pion 1s submitted for TCP . I certify this pion will be used for the following locotion(s): and that all channe lizing devices will conform to "General Notes" as shown on the bock. Signature: Dote : .·:::ITY OF FORT WORTH SIDEWALK CLOSURE DETOUR TRANS POR TATION AND 1 ~N~o~t=e-=~~~~~~~~~~~~~~~~~~-i PUBLIC WORKS See reverse side for General Notes and Device S o cin . P L AN " P -2 " ....:.:~,J .~.:···.:. ·.· ·.· '·· -.. :· ··.·2 -.. :~· ··-·. · .. _ ... :w&<:· •• : ·-·--·· <sv ..... _ ... · .... -~ · -.. · ··x -.. ~.,.--··· ........ ,., .••.• , -· .. • .• -......... -· .:~ .• ·, •...• -.. ~ ........ · _._.;,..:· .. _ .• --.. ,. "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD . 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. · 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes . 5 . Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6 . The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand -by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7 . City Traffic Engineer and/or Inspectors may require additional traffic control devices . Posted Speed Formula* MPH 30 35 L=WS2 60 40 45 50 L=WS ·L= Taper length i n feet TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Lenqths (L) Feet SQ?Cinq 10' 11' 12 ' On a Taper On a Tangent Lane Lane Lane (Feet) (Feet) Offset Offset Offset 150 165 180 30 60-75 205 225 245 35 70-90 265 295 320 40 80-100 450 495 540 45 90-110 500 550 600 50 100-125 W= Width of offset in fe et S= Posted speed Note: Buffer Zone will be 25 feet (maximum}. !,.EGEND Cl Cl E£2 ~ Channelizing devices Trailer mounted arrow display Flagger Barricade Suggested Sign Spacinq (Feet) "X" Dimens ion 120 160 240 320 400 ··~·· .--. SECTION 5 -CONTRACTS, BONDS AND INSURANCE 5.1 Certificate of Insurance 5.2 Contractor Co111pliance with Workers' CompensationLaw . . ·: . . .. . ·. . .-.. ' 5.3 • Conflict of Interest Questionnaire . 5 .4 Perfonnance Bond 5.5 Payment Bond 5.6 Maintenance Bond 5.7 City of Port Worth Contract ,· .. , . . CERTIFICATE OF INSlJRANCE TO: CITY OF FORT WORIB Date~ NAME OF PROJECT: Construction of a Left Tum Lane for Baylor AU Saints & Oakmont Blvd and a Median Opening for N. Beach St. & .Jaylfu St. PROJECT NUMBER: C200-203390099483 IS TO CERTIFY THAT: McClendon Construction Co., Inc. is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Comoensation Comprehensive General Bodily Injury: Liability Insmance (Public Ea. Occurrence: $ Liability) Property Damage: Ea. Occurrence: $ Blasting Ea. Occurrence: $ Collapse of Building or structures adjacent to Ea. Occurrence: $ __ excavations Damage to Underground Utilities Ea. Occurrence: $ Builder's Risk Comprehensive Bodily Injury : Automobile Liability Ea. Person: $ Ea.Occurrence:$ Property Damage: Ea. Occurrence:$ Bodily Injury: Contractual Liability Ea. Occurrence : $ Property Damage: Ea. Occurrence: $ Other Locations covered: --------------------------------- Description of operations covered:---------------------------- The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor 's insurance policies excepting employer's liability insurance coverage under Contractor's workers ' compensation insurance policy. Agency Insurance Company: __________ _ F~ort:..:......,W..,_o=rth=-'-'A"""g>=en,CCt,_ ____________ By __________________ _ Address Title ---------------------------------- CONTRACTOR COMPLIANCE WJTH WORKERS' COMPENSATION LAW Pursuant to V.T.C .A. Labor Code §406.96 (2000), as amended , Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No .5897 and City of Fort Worth Project No. C200- 203390099483. STA TE OF TEXAS COUNTY OF TARRANT § § § CONTRACTOR McClendon Construction Co., Inc. Byf;J.r-ClL~ Name: DAN McCLENDON, PRESIDENT Title : ----------- Date: _.-l r~/--'[ ........ /-=0-7'----- Before me, the undersigned authority, on th is day personally appeared Dab MCCiendon I known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of McClendon Construction Co., Inc. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this } sr day of May , 20 QQ PERFORMANCE BOND Bond No. 8215-46-11 THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS : COUNTY OF TARRANT § That we (I) McClendon Construction Company, Inc. as Principal herein, and (2) Vigilant Insurance Company, a corporation organized under the laws of the State of (3) New York , and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein , in the sum of: One Hundred Twenty-Seven Thousand Six Hundred Five and 25/100 .................................................................... . ($127,605.25) Dollars for the payment of which sum we bind ourselves, our heirs , exec utors, administrators , successors and assigns,jointly and severally, firmly by these presents. APR 2B 2009 WHEREAS, Principal has entered into a certain contract with the Obligee dated the ___ _ ------"""""2""'0""0a...9 a copy of which is attached hereto and made a part hereof, for the construction of: of Construction of a Left Turn Lane for Baylor All Saints & Oakmont Blvd and a Median Opening for N. Beach St. & Jaylin St. NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein . IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. APR 18 2009 SIGNED and SEALED this __ of _______ __,-=2:..::.0-=-09a.a. ATTEST: (Principal) Secretary ~~ Wiss astomcipal Pa "fuk' {Jqq 13ur lt so )\,JX 7bO'?u Address ATTEST: (Surety) Secretary (SEAL) McClendon Construction Company, Inc. PRINC~4) 11 ~~ BY : t/::&VACll~ Title: Dan McClendon, President PO Box 999 Burleson, TX 76097 NOTE: (Address) prior to date of Contract (I) Correct Name of Contractor (2) Correct name of S4.re ty (3) State of incorpo~ation of Surety Telephone number of stir~ty nttt st-e~...stated. In addition, an original _copy. of Power of Attorney shall be attache dt o flond by Attorney-in-Fact. · The date of bond shall not be prior to date of Contract. / THE STATE OF TEXAS § COUNTY OFT ARRANT § § PAYMENT BOND Bond No. 8215-46-11 KNOW ALL BY THESE PRESENTS: That we , (1) McClendon Construction Company, Inc ., as Principal herein, and (2) Vigilant Insurance Company , a corporation organized and existing under the Jaws of the State of (3) New York , as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein , in the amount of One Hundred Twenty-Seven Thousand Six Hundred Five and 25/100 ........................................... Dollars ($127,605.25) for the payment whereof, the said Principal and Surety bind themselves and their heirs , executors, administrators, successors and assigns , jointly and severally , firmly by these presents: APR 2 8 2009 WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the __ day of ______ , 2009, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: Construction of a Left Turn Lane for Baylor All Saints & Oakmont Blvd and a Median Opening for N. Beach St. & Jaylin St. NOW, THEREFORE, THE CONDrTION OF THIS OBLIGATION IS SUCH , that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void ; otherwise , to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute , to the same extent as if it were copied at length herein . IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. AP~ 2 8 2009 SIGNED and SEALED this __ day of, 2009 . ATT ST- (P (SE AL) Name: Dan McClendon Title: President Address: PO Box 999 Burleson, TX 76097 Witness as to Principal ATTEST: Secretary (SE AL) NOTE: {I) (2) (3) Correct name of Principal (Contractor). Correct name of Surety. State of incorporation of Surety Address : 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 Telephone Number: 214-754-0777 Telephone number of surety must be stated . In addition, an original copy of P:9w e1' Qf Attorney shall be attached to Bond by the Attorney-in-Fact. ', The date of bond shall not be prior to date of Contract. MAINTENANCE BOND Bond No. 8215-46-11 THE STATE OF TEXAS § COUNTY OF TARRANT § That McClendon Construction Company, Inc. ("Contractor"), as principal , and Vigilant Insurance Company, a corporation organized under the laws of the State of New York, ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of One Hundred Twenty-Seven Thousand Six Hundred Five and 25/100 ............................................................................................................ Dollars ($127,605.25), lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors , said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: WHEREAS , said C<t(liR1~ tz.@Ofl is day entered into a written Contract with the City of Fort Worth, dated the __ of r R 2 S !009_, 2009, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Construction of a Left Turn Lane for Baylor All Saints & Oakmont Blvd and a Median Opening for N. Beach St. & Jaylin St. the same being referred to herein and in said contract as the Work and being designated as project number(s) C200-203390099483 and said contract, including all of the specifications, conditions , addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and , WHEREAS , in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work m good repair and condition for said term of Two (2) years; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain , repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed m 10 counterparts , each of which shall be deemed an original , this day of APR 2 8 2009 ,.. _, A.O . 2009 . ATTEST: (SE AL) ATTEST: (SE AL) Secretary McClendon Construction Company, Inc. Contrt} By ~LL[tJQ/2 Name: Dan McClendon Title: President Title: Attorney-in-Fact 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 Address ----- Policyholder Information Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call Chubb's toll-free telephone number for information or to make a complaint at 1-800-36-CHUBB You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance P.O . Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail : ConsumerProtection@tdi.state. tx. us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved , you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Form 99-10-0299 (Rev . 1-0 8) AV/SO IMPORTANTE Para obtener informaci6n o para someter una queJa: U sted puede Hamar al m1mero de telefono gratis de Chubb's para informaci6n o para someter una queja al 1-800-36-CHUBB Puede comunicarse con el Departamento de Seguros de Texas para obtener informaci6n acerca de compafifas , coberturas , derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente primero. Si no se resueve la di s puta, puede entonces comunicarse con el departamento (TDI). UNA ESTE AV/SO A SU POLIZA: Este aviso es solo para prop6sito de informaci6n y no se convierte en parte o condici6n del documento adjunto. C CHUBB Chubb Surety POWER OF ATTORNEY Federal Insurance Company Vigilant Insurance Company Pacific Indemnity Company Attn: Surety Department 15 Mountain View Road Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation , do each hereby constitute and appoint Kyle W. Sweeney, Charles D. Sweeney and Michael A. Sweeney of Fort Worth, Texas---------------------- each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver tor and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than ball bonds) given or executed in the course ot business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument refe rred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 13th day of August, 2008. ~,~/ i<enneth C . Wendel, Assistant Secretary STATE OF NEW JERSEY County ot Somerset ss . On this 13th day of August, 2008 before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY. and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C . Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL · INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies ; and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority; and that he Is acquainted with David 8. Norris, Jr., and knows him to be Vice President of said Companies; and that the signature of David B. Norris, Jr., subscribed to said Power of Attorney Is in the genuine handwriting of David B . Norris, Jr., and was thereto subscribed by authority of said By· Laws and In deponent's presence. Notarial Seal KATHERINE KALBACHER NOTARY PUBLIC OF NEW JERSEY No. 2316685 Commission Expires July 8, 2009 CERTIFICATION AL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY. and PACIFIC INDEMNITY COMPANY: Notary Public "All powers 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 Chalrma111 or the President or a Vice President or an Assistant Vice President, Jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof , and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon lhe 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 attached.· I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U .S. Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U.S . Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and (iii) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seals of said Companies at Warren, NJ this rAPR , 2 8 2009 ' 2009 IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATIER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903· 3493 Fax (908) 903· 3656 e-mail : surety@chubb.com Form 15·10· 02258· U (Ed . 5· 03) CONSENT THE STATE OF TEXAS CITY OF FORT WORTH, TEXAS CONTRACT KNOW ALL BY THESE PRESENTS COUNTY OFT ARRANT This agreement made and entered into this the __ day of A~~'. 2 A.D ., 20Q2, by and between the CI1Y OF FORT WOR1H, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of December, A.D . 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, McClendon Construction Co., Inc., HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows : 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the 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 : Construction of a Left Tum Lane for Baylor All Saints & Oakmont Blvd and a Median Opening for N. Beach St. & Jaylin St. 2 . That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein . 3 . The Contractor hereby agrees and binds himself to commence the construction of said work within ten ( 10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth . 4 . The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the ins ectio and a roval of OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 60 working day s . If the Contractor should fail to complete the w o rk as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $210 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 w ork herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall hav e the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in tlie 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 ex cess cost. 6 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence . In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers , servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of: the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such iniury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such iniurv or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its officers, servants or employees.. fa the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. The Contractor agrees, on the ex ecution of this Contract, and before b ~g}:-Qpil}lg,~R,Tl<ii'!l j.C.~l~~ execute and deliver to said City of Fort Worth good and sufficient performance of the terms and stipulations of the Contract and for the payment t FT. WORTH, TX and/or materials furnished in the pTOsecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the fonn included in the Contract Documents, and such bonds shall be for 100 percent of, the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth . 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto OT 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 (including/excluding) alternates n/a, shall be One Hundred Twenty-seven Thousand Six Hundred Five and 25/100 ....................................................................................................................... Dollars, ($127,605.25). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 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 copied verbatim herein. I 1. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in ~ 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 bas executed this instrument through its duly authorized officers in ~ counterparts with its corporate seal attached . Done in Fort Worth, Texas, this the __ day of ______ -A.D., 200 ). --OFFICIAL RECORD CITV SECRETARY FT. WORTH, TX APPROVAL RECOMMENDED: .~/4'~ WILLIAM A. VE~ .E. DIRECTOR, DEPARTMENT OF TRANSPORT A TI ON/PUBLIC WORKS ATTEST: McClendon Construction Co., Inc. PO Box 999 Burleson, TX 76097 CONTRACTOR BY: ~{W_;oo:) p ~St~,<A-+- TITLE ADDRESS November 1960 Revised May 1986 Revised September 1992 CI1Y OF FORT WORTII FERNANDO COSTA, ASST CITY MANAGER CITY SECREf ARY (SE AL) Contrlf-1;;{.9.lh~~zatioa Date APPROVED AS TO FORM AND LEGALITY: OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX SECTION 6 -CONSTRUCTION PLANS 6.1 Baylor All Saints & Oakmont Blvd. Left Turn Lane 6.2 Baylor All Saints & Oakmont Blvd. Curve Data/Coordinate List 6.3 N. Beach Street & Jaylin Street Median Opening 6.4 N. Beach Street & Jaylin Street Curve Data/Coordinate List 6.5 Construction Details 6.6 Typical Pavement Markings_Sheet No . 1 6. 7 Typical Pavement Markings_ Sheet No. 2 6.8 Typical Pavement Markings_Sheet No. 3 6.9 Traffic Control Plan Details Sheet No. 1 6.10 Traffic Control Plan Details Sheet No. 2 s CONSTRUCTION NOTES CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NorED. ThiE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T 1-800-878-8711 FORT WORTH WATER DEPT.--FIELD OPERAi10NS (817) 871-8296 FORT WORTH T&PW (817) 392-8100 ATMOS ENERGY (817) 215-4366 ONCOR GAS &ELECTRIC (817) 215-6214 TXU ENERGY 1-800-233-2133 SBC TELEPHONE (817) 338-6819 CHARTER COMM. (817) 509-6272 EXT. 3363 ALL OTHER FACILITIES 1-800-DIG-TESS CITY VIEW ADDITI®N BLOCK 9 ni � - I = BAYLOR ALL SAINTS MEDICAL CENTER - o 10' (f:XAS 72.00 OAKMONT BLVD. _ �I FI_EC TRIC EASEMENT FORT WORTH, TX - II I I Lor 2 15' U.E J——� I � — - 9� —�- r'-- 10' U.E. � M—'T7� I � a. ss. �� �' I I I �� � - � � � ,. r, I � � j � : � � / c.P. //1 LV�. HA WKINS � ��. I � � ° �� oNT B vMTa ' O�Asrxnl-T r BUSINESS PARK �- ,, ;'�� �xisT- y �� � BLOCK 1 � � � i/ �/� � � i _ / i __---� j �� _ M-kl �.�/ 5S , �o , // - i _ / / / � ��/ 0 PROP. 6" CURB /' i, ,— N� �5�% ;;., �-� - -- _ �, i j� �j / � � �� � � OAKMONT-HA.R.RIS ADD. BLOCK 1 LOT 1 I ��� I �i ��_-a�, •IRet.ANr F�IFI; LN aces I�I ��� � $ �1TI i Y Tk LMC.:LI � - ��-� I � � `�; I� CITY VIEWADDITION III ��� I � � Il BLOCK 9 � �� /. cep � '�� � -� I I � BAYLOR ALL SAINTS MEDICAL CENTER 10� U.E. / / 7200 OAKMONT BLVD. 4Q+' �'I I I � I FORT WORTH, - TX % / ��.0 I LOT 3R � �jv l o' u. E. -- o PROPOSED PAVING TO 8E � I I� i � I I I REINFORCED CONC. Ol� j Q� f� COMPACTED FLEX B9SE _ I / � �' _ � C.P. #2 _ — I _ - - 0 �� 15 U.F_. — _ ;— — � _ _ _ _ le — � �'� —_.. -- _ — —_ .— _ — 0 0 _ _ 6 -- 2' HMAC TRANSITION SCALE: 1 "60' � �5 11 �-� — � �r — � ao - s O o C.P. #396 � 4 � 12 --- � — — — s _� _ °--r---Q-----�—------T-----— P..��-��" � v ---_ _ _ —T— _ _ — T_ � _ — - -- '_-- r O2 — — i_— — —EGA``-_ _ — — _ _ — _ — — — — _ _ - - —� s— �.: _ - T12� WTR-- W �� X X — Z _ J � �T �� � -- � ,REMOVE EXIST. CURB &GUTTER >- ' Y- WITHIN PROP. PAVING LIMITS > �i� z' W �N' ' D' TRAFFIC BUTTONS PER DETAIL SHEET � 2' HMAC TRANSITION z JOHNHEATH SUR VEY, � J. B. McDE ETT SUR VEY, ABSTRACT. 641 � ABSTRACT 1063 X O a Q HORIZONTAL 8c VERTICAL CONTROL. CONTROL POINT #1 "X" CUT IN SIDEWALK - N: 6925865.68 E: 2301566.16 ELEV: 749.88 CONTROL POINT #2 Sa" IRON ROD SET W/CFW YELLOW CAP N: 6925908.69 E: 2301976.67 ELEV: 745.75 CONTROL POINT #3 IRON ROD FOUND W/RED CAP N: 6925812.06 E: 2301617.53 ELEV: 749.83 o� w -o � Q ��, �ITY PR097 _. _ R. MAP. NO. 2024-360 .. JECT #00994 MAPSCO 88U �-+ TPW PROJECT C200-541200-203390099483 p-+ _ �� CITY OF FORT WORTH p r-+ TRANSPORTATION � - �'UBLIC WORKS DEPT. W - � 2004 CIP INTERSECTION IMPROVEMENTS � CONTRACT III a BA �LOR ALL SAINTS AND OA.KMONT BL VD. O DESIGNED: CJB SCALE: DATE: SHEET � N DRAWN CJB 1 "=60' DECEMBER 2008 ) 1 of 10 COORDINATE LIST POINT NO_ ELEVATION NORTHING FASTING I POINT N0. O MATCH N=6925764.71 E=2301503.31 9O EXISTING TC O2 TC=749.94 N=6925776.11 E=2301537.60 10 TC=750.19 N=6925789.57 E=2301571.15 11 O TC=750.30 N=6925795.79 E=2301586.56 12 �5 TC=750.13 N=6925801.15 E=2301602.29 I 13 O6 TC=749.80 N=6925809.22 E=2301634.52 14 TC=749.39 N=6925816.47 E=2301675.61 I 15 O TC=748.93 N=6925825J9 E=2301692.93 CURVE DATA \' ELEVATION NORTHING FASTING TC=748.47 N=6925843.83 E=2301700.76 MATCH N=6925849.08 E=2301694.67 EXISTING TC MATCH N=6925855.09 E=2301722.70 EXISTING TC TC=748.21 N=6925849.80 E=2301718.70_ TC=748.74 N=6925829.61 E=2301715.92 / TC=749.27 N=6925812.39 E=2301705.02 MATCH N=6925809.00 E=2301706J2 EXISTING TC , CURVE N0. 0 R T L PC PT O1 6°54'16" 600' 36.19' 72.30' N=6925764.71 N=6925789.57 E=2301503.31 E=2301571.15 12°41'48" 300' 33.38' 66.48' N=6925789.57 N=6925809.22 E=2301571.15 E=2301634.52 O3 1°44'34" 1372' 20.8.7' 41.73' N=6925809.22 N=6925816.47 E=2301634.52 E=2301675.61 76'31'44" 30' 23.66' 40.0T N=6925816.47 N=6925843.83 E=2301675.61 E=2301700.76 O 107°07'20" 5' 6.77' 9.35' N=6925843.83 N=6925849..08 E=2301700.76 E=2301694.67 O6 83'01'39" 5' 4.43' 7.25' N=6925855.09 N=6925849.80 E=2301722.70 E=2301718.70 49"02'18" 48' 21.89' 41.08' N=6925849.80 N=6925812.39 E=2301718.70 E=2301705.02 O8 142°30'13" 2' S.Bg" 4.97 N=6925812.39 N=6925809.00 E=2301705.02 E=2301706.72 r-i [� U F-� z O U 2 +n z W DOE #5897 MAP N0. 2024-360 CITY PROJECT #00994 MAPSCO 88U a TPW PROJECT C200-541200-203390099483 z CITY OF FORT WORTH O TRANSPORTATION & w PUBLIC WORKS DEPT. � W E-+ 2004 CIP INTERSECTION IMPROVEMENTS � CONTRACT III a BA YLOR ALL SAINTS AND OAKMONT BL VD. 0 DESIGNED: CJB SCALE: DATE: SHEET � N DRAWN: CJB. N/A DECEMBER 2008 2 of 10 i-VII,LIA cC SU VEY A - 999 i BLOCK 1 I PROPOSED PAVING TO BE 7" REINFORCED CONC. OVER 6" (rAD) cITY PARc AT coLDEN TRIANGLE TRAFFIC BUTTONS PER DETAIL SHEET. _ �60 DR AIPLAGF_ `tSM L� COMPACTED FLEX BASE 4427 RAY WRITE ROAD '� = FT WORTH, iX CABINET A, SLIDE 11356 ' I SAW CUT AND REMOVE Y— � REMOVE EXIST. CURB &GUTTER Lor 7 `EXIST. CONCRETE � � WITHIN PROP. PAVING LIMITS / PAVEMENT � �_l _. - -- -- -- ---- -- _ _ -- - --- -- I � j g, PROP. 6" CURB. J � -� �d is 3 � - s l �° 8 9Q ' 10 11 — — xv n1 / � f+� \\ �— - 30" WTR (GONG) TELEX _�`�- f. J _ _ - 30" WTR (GONG)— __— _— _ _ _ _ _ — _ �— __ ___ ___ / I f � �� Ti.€t' '� � o _- _- -- -_50 _ _ �� _ _8.. WTR_ _ — -- ___ — -- - _ 5 _� ___ _ _. .._._ -__ __g.. wT4 ._- _- _. __ _ �� �� � of �\30, O � Ty � � O _-- — - WTB--- _ _ ryry �; � - -�-_ — \\ I II \ 1 E �-c.P. #r 4 N. BEACH ST. 27" s.D. (EXIST. CONC. PVMT.) —-t:ro _ __—�-- — — -- — �I a� � — — _.. - - --- — ( , <1 lOT 12 I LOT 13 LOTS 14-Rt & 14-R2 y LOT 1 LOT 2 L07 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8- KENNETH MAYFIELD, DEBORAH LEAL, ETUX BONITA I ETVIR TOMAS D PULTE HOMES � � PULTE HOMES PULTE HOMES PULTE HOMES PULTE HOMES YONG GAN, SCOTT BREWER, JAMES WIM�ON 11, MIGUEL 10321 JAYBIRD DR II 0325 JAYBIRD DR OF TEXAS LP � OF TEXAS LP OF TEXAS LP OF TEXAS LP OF TEXAS LP ETUX FAN JIN ETUX AMANDA ETUX MELISSA ARVELO, & SILIVA c FT WORTH, TX 76248 IIF� WORTH, TX 76248 10329 JAYBIRD DR I� � 10401 JAYBIRD DR 10405 JAYBIRD DR 10409 JAYBIRD DR 10413 JAYBIRD DR 10417 JAYBIRD DR 70421 JAYBIRD DR 70425 JAYBIRD OR 10429 JAYBIRD DR FT WORTH, TX 76248 � FT WORTH, TX 76248 FT WORTH, TX 76248 FT WORM, TX 76248 FT WORTH, TX 76771 FT WORTH, TX 76248 FT WORTH, TX 76248 FT WORTH, TX 76248 KELIER, TX 76248 FC I I IIII � � I � � I I I I I I I I VISTA �VIEADOWS NORTH ¢ VISTA MEADOWS NORTH I I III I I � �I � I I I I I �` I I I BLOCK 1 BLOCK 10 ( III � z2_H_o-w. y I III I - -- - - --- - - --- --- �_�i� ---- ------- CONSTRUCTION NOTES CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T 1-800-878-8711 FORT WORTH WATER DEPT.—FIELD OPERATIONS (817) 871-8296 FORT WORTH T&PW (817) 392-8100 ATMOS ENERGY (817) 215-4366 ONCOR GAS &ELECTRIC (817) 215-6214 TXU ENERGY 1-800-233-2133 SBC TELEPHONE (817) 338-6819 CHARTER COMM. (817) 509-6272 EXT. 3363 ALL OTHER FACILITIES 1-800—DIG—TESS HORIZONTAL &VERTICAL CONTROL CONTROL POINT #1 1 /2" IRS W/CFW YELLOW CAP N: 7021947.62 E: 2339940.69 ELEV: 742.28 CONTROL POINT #2 1/2" IRS W/CFW YELLOW CAP � INT OF SHELDON TRAIL & N. BEACH ST. N: 7022847.81 E: 2339936.18 ELEV: 747.20 60 0 60 DOE ..#5897 CITY PROJECT J#00994 TPW PFc'OJECT C200-541200-203390099483 CALF. 1 "=60' MAP NO. 2060-456 MAPSCO 22N CITY OF FORT WORTH TRANSPORTATION PUBLIC WORKS DEPT. 2004 CIP INTERSECTION IMPROVEMENTS CONTRACT III N. BEACHSTREET AND JA YLINSTREET DESIGNED: WT SCALE: DATE: SHEET DRAWN: wr I 1 "=60' I DECEMBER 2008 ( 3 of 10 ELEVATION NORTHING COORDINATE LIST FASTING POINT N0. MATCH EXIST. N=7021899.95 E=2339950.90 TC=742.55 N=7021923.84 E=2339927.37 MATCH EXIST. N=7021899.73 E=2339904.10 TC=742.17 N=7021991.70 TC=742.99 N=7021977.16 TC=74258 N=7021991.53 E=2339950.46 E=2339927.20 E=2339915.14 CURVE DATA ELEVATION NORTHING FASTING TC=74282 N=7022033.86 E=2339914.94 TC=74298 N=7022076.18 E=2339914.74 TC=743.28 � N=7022125.56 E=2339910.42 TC=743.46 I N=7022175.56 E=2339904.37 MATCH EXIST. � N=7022225.89 E=2339902.51 CURVE N0. Q R T L PC PT Ol 182°55'29" 23.41' 916.93' 74.74' N=7021899.95 N=7021899.73 E=2339950.90 E=2339904.10 O2 163`59'01" 17.84' 126.77' 51.04' N=7021991.70 N=7021991.53 E=2339950.46 E=2339915.14 O3 09'28'43" 300' 24.87' 49.63' N=7022_076.18 N=7022125.56 E=2339914.74 E=2339910.42 O4 09'33'12" 604.24' 100.75' N=7022125.56 N=7022175.56 150.49' E=2339910.42 E=2339904.37 /��•,� *' '•sk'� .. � . �'A: 7i, DOE #5�97 MAP NO. 2060-456 CITY PROJECT J�00994 MAPSCO 22N TPW PROJECT C200-541200-203390099483 CITY OF FORT WORTH O TRANSPORTATION � w PUBLIC WORK5 DEPT. � w H 2004 CIP INTERSECTION IMPROVEMENTS � CONTRACT III aH.a N. BEACHSTREETAND JAYLINSTREET � 0 DESIGNED: VVr SCALE: DATE: SHEET � N DRAWN: WT N/A DECEMBER 2008 4 OE 10 ' -DISTANCE EIWEIN EXPANSION JOINTS VARIES (god MAXIMUM; ) ME TRANSVERSE JOT SPACNC -SEE TRANSVERSE JOINT SPAQ"^ M REIFORCEDTRANSVERSE - � T N � SAWED aY(JOINT SILICONE . SEALER( 24a(SEE JOINT DETAIL NO. 2) CONCRETE PAVEMENT At T 1 3J11 0 �II�1���IFII�I�II�II�II�II�IIF�II�II�II�II�II�IIJr��Fj�� II�IIaII� �II�IF�IL�11�I�IF�Ii Y CEA R 1 —r CLEAR LONGITUDINAL PAVING SECTION � �k"°�R NOT TO SCALE all LEGEND EWAN" JOINTS CONCRETE CURB (JCKR DETAIL Na 1) EDGE OF ASPHALT ///EMT d' FACJ1 9WITH A SA,� DUMMY JOGS BACK w CURB EDGE OF GRAVEL MLL BE SN1oJN WITH A - 1+ TN46YEItSI= JOWL SAWED DETAIL N0. ?) CEHTE%NE (UNLESS NOTED AS ON — SURVEY B♦LINN NE) oho PROPERTY LINE � RQW. IRE W ----_ EASEME14T LINE A 1 _ _ _ _ I DRAINAGE FLOW ARROM _ — — — — — — — — — E:1 PROPOSED PAVEMENT PROPOSED CONCRETE MEDIAN 9• BL=-= FROM BMX 4r BLOCK -OUT FROM BACK OF BACK OF QUID SILICONE JOINT JONr SEALANT 4F CURB FOR INTERSECTION. LURE REHM (TYP.) AO 24 HJ CUM FOR 4-L W I UEM SEE oETAL Na 2 (SEE NOTE 9) BACK of a= FOR REfJ:SSED Ir PREMaIED EXPANSIONFROM INLETS (SEE NOTE 9) CONSTRUCTION NOTES If JOINT MAIEIEAL EVANSON JOINT MFRSECRNG STREET (TYP.) F5151 PdIN SECOND POOR SEE CURB � )E� (JOINT DEML No. 1) EX TNT DEF JOIN. 1. FOR DEFORMED BAR SPLICES, LAP BARS 40 DIAMETERS AND TIE. (.TONE DETAIL NO. 1) u• o.caBARS w� LONORONAL caNSrtulcnDH BUTT - > = SPACING DIAGRAM FOR JOINTS &BLOC 2- FOR DROVE APPROACHES i SIDEWALKS, USE #T a Hr O.CELW. SE TABLE , 1r JOINT WT H SLIONE JOINT SEALANT i - i :. R M KOUTS (SEE JOINT DETAIL Na 2) i1 NOT TO SCALE 3. ALL HAND POURS IN THE STREET SHALL BE 8 SAM T* '/_ /// _ _ LY O� 4. E)OSONG CURB h OUTIER, IF ANY, MUST BE SAWED AS DWID ECIBY THE ENO�. N ��� I' - _ •'t / 1'� CUSHION SEE NOTE 2 5. PROVIDE )r WE)IOLDED EXPANSION JOINT k SILICONE JOINT SEALANT, ONLY IF I PROPOSED CONNECTING TO EXISTING CONCRETE DRIVE OR SIDEWALK (SUBS101ARY To DRIVEWAY). �.• ,IAIS SAWEDSVPTPANS61MW DUMMY JOIN WON /4x24• BARS a 187 D.C. tJ j BUTT JONf (SEE JWT SAWED DIIWY SLICLE JOINT SFJIIANf ) jaw (SEE JOINT DEIAL Na 2 k HOME 10) DOWEL JOINT F7N DRI CONCRETE DRIVEWAY WITH BACK a- aMm DETAIL Na 2 e NOTE 10 - (SEEYABLE 4) 8. DUMMY J(INT IN DRIVEWAY RAMP IS OPTIONAL N 11'-0• DRIVEWAY ONLY. PIOFVSD SNJLOAE PFR N Jr OOIFL �IIL�, Iy" 7. SIDEWALK SLOPE SHALL BE Jr PER FOOT ro THE FACE OF CURB. OR AS DIRECTED BY THE ENGINEER 1YPNOAL ROADWAY SECIOIN BARS o z4. O.C. EXPANSION JOINT µ x 3r BARS LONGITUDINAL CONSTRUCTION BUTT JOINT o 24• O.C. R SIDEWALK SECTION THRU DRIVEWAY To BE POIRED SAME THICKNESS AS DRIVEWAY BETWEEN CURB &SIDEWALK APPROACH, AND PAN) FOR AS DRIVEWAY APPROACH. EIOSRNG SIDEWALK, IF ANY, NOT TO SCALE NOT TO SCALEffSHALL BE REMOVED AND REPLACED. comsuatcTIm OR JOYR 1MD1 SLJOME 9. ALL BLOCKOUTS 94ALL BE 9' FROM BACK OF CURB, EXCEPT FOR HEM JOINT SFAIANi (SEE JOINT' DETAIL t1a 2 s NOTE 10) 10. THE REINFORCING STEEL WILL EXTEND THROUGH BOTH, TRANSVERSE CONSTRUCTION JOINTS AND LONGITUDINAL DUMMY JOINTS 1%•-' �f 11. IF CURB SECTION IS POURED AFTER THE PAVING SLAB HAS BEEN CONSTRUCTED, THE 24 BARS 0 aCJlw. /rSAWED DUMMY JOINT WINOINT SEALANT PAVING SLAB s E � PAY TOPSOIL gCRMAY C� USED AS AN ALTERNATE METHOD FOR CONSTRUCTING THE SEE TABLE 1 7 (SEE JOINT DETAIL Na 2) (SEE NOTE 11) I 12 DOWEL DRIVEWAY TO CONCRETE STREET PAVEMENT WITH +r - ICI HMI /4 x 24 BARS a t8" D.C. SEE TABLE 1 I. I I� -� BACK OF C RB N x ]Or BARS FI BARS O 9 { _ OF TA �' III�I�I a z4• ac z4• acaw. __. T PLAN OF STEEL LAYOUT I (PAINT REINFORCING STEEL PLACEMENT) NOT TO SCALE I T '� I I7T7" idly"rl-i i�l�l'�III��C-1-, It ll�i I Irk. ll�i ° w n .1� (PAVEMENT Le KNESS) (CLEARANCE FROM % �::: FACE OF CONCRETE) TYPICAL PROPOSED SLISM.. O RDM Y SWOON ON u� l l . ° ' -- -•iA > : •$- TAMPED I 9• r SELECT BARS zr SAWED DUMMY JOINT u• O.MW, - �aaxL 70 fWADWS— NOT TO SCALE TYPICAL WAAY SECTION �-I K• NOTE ALL DOWELS ro E PLACED AT T/Z SLKX*IE JOINT MONOLITHIC CURB NOT TO SCALE I 3i• X` - ` I TABLE 2 I TABLE 3 T/4 1L SAWED JOINT FACE (SAWED ONA9HY JOINT OPiH) SILICONE JOINT SFAAR ..-__:. (SEE PARKWAY MOTH DIM •A• ON •B• . J� TABLE 2) - PAVVEDIM MENT 091 T/4 _ TAPE POLYETHYLENE ED'O / REDWOOD 1 TH1GIp� JOINT DEPTH I 10' If TO 14! yms go 24. O.CAW. Fill SECOND I TRANSVERSE CONSTRUCTION BUTT '00 EXPANSION (� TABLE 2) POLYETHYLENESEE 4-w�I Y 1H(• -� 15 m 1w 3' TO T 1r E-1 SEE TARE 1 is.—JI JOINT WITH SLICE JOINT SEALANT ,.�•J / TABLE z) FOAM BIGIOR ROD I I` y{ / (SEE .TOME DETAIL N0. 2) I EXISTING CUM g- 2• I 2C TO 7L' S TOT 15 U DOWEL SUPPOR _ SAW Glf (` SMOOTH I _ } ' J I�I�I- 1�17-I.�E DORFL _ TABLE 4 TABLE 5 _ F�I� � .. .. - I (TRANSVERSE .,O.1T SPACING) (U)"WRONAL JOINT SPACING) O -azr�' Imo'. ��I RIF�id IGII II�Ik�IL�IF71r'�I TI�II�it�ICJIC�I Lei ., ��'' I Qs THICKNESS PAVEMENT �, RIGI06S SPACING SHEET WITH SPACM r ` r 10 �'!A' ONE V TYPICAL 9a1DBV 5Q:1�/ &A _ JO' 47 O.C. aPAK TJhE -` JOINT DETAIL NO, I JOINT D$'j'AIL NO. 2 a �, ' BALs • zr ac B M O �REMme Fidt TD�iALE FiOTT6 SCALE � I' ,r " I W t 40' ON t BAoc OF FROM V] ��]�URD IO�BEEEXPOSED S'� T 14' I 4r ON t L: Ir OFF t TRANSVERSE COI�JSAETION BUTT JOINT Z O CURB igT p�TAII r Ie' 90' 9' E T7 OFF t ROAD IN/ Tn sCaCE DOE 15697 (S� CITY PROJECT 100994 TPW PROJECT C200-541200-0203390099483 0,�/ /5 DEOW DEFORMED MARS DDED-. TRANSVERSE CONSIRUCION BUTT v W AND RENT 0 r INTO E7051NG JOINT IT SILICONE JOINT SEALANT TRANSWITHOUT DO EL SUPPORT UP O JOINT O =1 PAVFOLTR a 24' O.a (SEE JOINT t1EgL Na ?) 05 = 2V S WOMN DOWEL a (SEE DOWEL IL NM 1) BASKET 1(.iN IIWNW EXISTING N:ONL 2r = ! EPO.YED PY (ENE .IfNY IEFAL ND. 1} ,-I• TRANSVERSE EXPANSION JOINT, FORMED ; - •'S I--i PROPOSED /3 a 24- RWELBFf 0.C.B.K SEE TARE I PROPOSED PAVEMENT Nm NGSODN PAI�oENf CI MA PLW�E�2 MARS • �sucaE JOINT SEALERQWONE ROUNDED AM �9 m ' : # - CITY OF FORT WORTH { 24 2r a�WL (� °�^� ` * TRANSPORTATION & l r -- { PAVflO1fA YIN W, Fsw TAILP 1 9E TABLE 1 r / 1X• lel OFARN/LE �t 4 .. i -- ` 1 4. W._ T i T � ALA111i0�TFR PUBLIC WORKS DEPT. v loll—i1Hiy�Ik= k—lip"--11j�jk7-i �IHII�IHi—111— � Z. EXISTING ` f� •� PROPOSED 51110INDE PER sOe� r LL TYPICAL RD~ SECTION �Il�ir-,i 1 11� c .-..y� IL�IL�� �If�ir� ir_� '0. .q; . ' ,r- _ P -' &_3 ' W DOSING tY LLL BAN C sHemADEPER CLIFA .. .: •'� 2004 CIP INTERSECTION IMPROVEMENTS TRANSVERSE CONSTRUCTION BUTT JOINT S B aMDE DOWa SUEEVE OR CAP TYPICAL ROADWAY SECTION F x 24' ,o BXICONTRACT III (BETWEEN EST. AND PROP. PAVEMENT) Br ENT) TO #5 DDmN WIL AM s oDOWEL DO EL SLEEVE OR NOT To SCALE E SEAM DOWEL SUPPORT it DOWEL CMN IG CAP 70 �- a TRANSVERSE EXPANSION CONSTRUCTION BUTT JOINTOR , IF (USED ONLY AT END OF RADIUS, P.C. OR P.T. STATIONS, BETWEEN EXIST. AND PROP. PAVEMENT) TRANSVERSrEXPANSION JOINT CONSTRUCTION DETAILS U NOT TO SCALE NOT 70 SCALE O DESIGNED: DOE SCALE. DATE SHEET O DHnwN: DOE I N/A I DECEMBER 2008 15 OF 10 BUTTON DESIGN �o TYPE 1-4 BUS LANE MARKING SPACING TTT� • SEE NOTES BELOW FOR BUS WOR TAXI LANE LINE T i RADIUS - 7T (7.5xMPH SPEED) 36, w of ARROW - ONLY - ARROW SPACING x .8' IT =1x POSTED SPEED LIMIT 0 20' x x• 8' X' ' -� ---- Ir STOP BAR -� - - - TYPE II-4 REFLECTIVE STIMSONITE OR APPROVED EQUAL 0.75'0.062' I 0 v TYPE - 4 NON -REFLECTIVE AMERICAN CLAY CERAMIC OR APPROVED EQUAL I 1 -1 j .5%vool ...YnarlDngs+81MDM2.dgn Mar. 12. 2004 12:05:44 --.._..._-... NORMAL WHITE SOLID LINE � BIKE LANE MARKING SPACING 65 MIN. � 4' g � 4' i 7r (1.B x POSTED SPFFfS LIMIT) NEAR BUT, NOT CLOSER TITAN TO �' TO CROSS ROAD (TYPJ ' PREFERENTIAL LANES (BUS LANE 8/OR TAXI LANE) ConEwrteirt Flow- RIOM Side; SMndertl LeR E[ge Line anau � ere of u,e ralowin� 1. A DOUBLE SOLID WIDE WHITE UNE WHERE CROSSING IS PROHIBITED, 2. A SINGLE SOLID WIDE WHITE LINE WHERE CROSSING IS DISCOURAGED. 3. A SINGLE BROKEN WIDE WHITE LINE WHERE CROSSING IS PERMITTED. 4. A SINGLE DOTTED NORMAL WHITE UNE WHERE CROSSING 15 PERMITTED FOR AND VEHICLE TO PERFORM A RIGHT -TURN MANEUVER S LANE MARKERS EPDXY ADHESIVE TO BE USED I THE CITY OF FORT WORTH TYPE III & III - (HAND MIX) (MACHINE MIX) PAVEMENT TEMP., A F APPROX. SET TIME (HR) TYPE III & III-M (a) 115 (a) 1 (b) 95 (b) 2 (c) 77 (c) 4 (d) 60 (d) 8 (e) 50 NOTES: (1) ALL ROADWAY MARKINGS SHALL BE INSTALLED ACCORDING TO THE CURRENT TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND MEET CURRENT CITY OF FORT WORTH SPECIFICATIONS & SHALL BE APPROVED BY CITY OF FORT WORTH SIGNS & MARKINGS SECTION (817-871-7861) PRIOR TO INSTALLATION. (2) A 1/16" CHALK LINE SHALL BE USED TO MARK LOCATION OF MARKERS TO BE PLACED ON PAVEMENT. ALL MARKERS SHALL BE IN LINE WITH NO VARIANCES OTHER THAN NECESSARY FOR PROPER ALIGNMENT OF TRAVEL LANES. (3) MARKERS SHALL NOT BE PLACED ON SAW JOINTS OF CONCRETE PAVEMENTS, BUT SHALL BE TWO (2) INCHES OFF OF THE SAW JOINT (AS APPROVED BY SIGNS & MARKINGS DIV.)._ {4) THE SURFACES ON WHICH MARKINGS ARE TO BE APPLIED` SHALL BE CLEAN, DRY SURFACES & FREE OF LOOSE PARTICLES, DIRT, ACCUMULATIONS OF TAR & GREASE OR OTHER DELETERIOUS MATERIALS. (5) WHEN MARKINGS ARE TO BE PLACED ON PORTLAND CEMENT CONCRETE PAVEMENT LESS THAN 1 YEAR OLD, THE PAVEMENT SHALL BE CLEANED OF ALL RESIDUE & CURING COMPOUNDS PRIOR TO THE PLACEMENT OF THE MARKING MATERIAL. (6) YELLOW MARKERS PLACED SIDE BY SIDE TO FORM A DOUBLE LINE SHALL HAVE A 4" SPACE BETWEEN MARKERS {7) WHITE MARKERS PLACED SIDE BY SIDE TO FORM A DOUBLE LINE SHALL HAVE A 4" SPACE BETWEEN MARKERS (8) WHITE MARKERS PLACED SIDE BY SIDE TO FORM A WIDE LINE SHALL BE ADJACENT TO EACH OTHER NOTE: CROSSWALKS WITH LONGITUDINAL LINES SHALL BE USED AT MID -BLOCK CROSSINGS AND NON PROTECTED CROSSINGS. NOTE CROSSWALKS WITH PARALLEL LINES SHALL BE USED AT PROTECTED CROSSINGS. STANDARD CROSSWALKS AND STOP BAR PAVEMENT MARKINGS ADWAY R E6 SPECIFICATIONS COLOR OF MARKERS: A: YELLOW BODY -AMBER REFLECTOR Y: YELLOW BODY -NON REFLECTIVE C: ITE BODY -CRYSTAL REFLECTOR W: WHITE BODY -NON REFLECTIVE R: RED BODY -RED REFLECTOR REFLECTIVE FACES: I :ONE FACE REFLECTORIZED BOTH FACES REFLECTORIZED SIZES & KINDS OF MARKERS: 4 : "LANE MARKER EXAMPLES OF ROADWAY MARKERS: TYPE II-CR-4 : 4" REFLECTORIZED LANE MARKER, ONE FACE REFLECTS CRYSTAL, ONE FACE REFLECTS RED LIGHT, TYPE Y-4 : 4" NON -REFLECTIVE YELLOW LANE MARKER ®ADWAY MARKERS TO BE USED IN THE CITY OF FORT WORTH LANE MARKERS: TYPE Y-4 TYPE 1-C-4 TYPE II-AA-4 TYPE W-4 TYPE II-CR-4 STOP BARS, CROSSWALKS, AND PAV MENT MESSAGES ALL STOP BARS, CROSSWALKS, &PAVEMENT MESSAGES SHALL MEET CITY OF FORT WORTH SIGNS &MARKINGS DIV. SPECIFICATIONS. 3EFORE INSTALLATION, CONTACT CITY OF FORT WORTH SIGNS & MARKINGS DIV. FOR SPECIFICATIONS @ 871-7861, :IGHTEEN INCH TAPE SHALL BE USED FOR STOP BARS, \NO CROSSWALKS WITH LONGITUDINAL LINES, M/ELVE INCH TAPE SHALL BE USED AT CROSSWALKS MTH PARALLEL LINES. NO TAPE COMBINATIONS WILL BE ALLOWED. =OUR INCH TAPE WILL BE USED FOR LANE LINES, IF APPLICABLE. TAPE TO BE USED IS 3M STA-MARK, A420 OR APPROVED EQUAL. 'REFORMED THERMOPLASTIC TAPE MAY BE USED DURING COLD HEATHER WITH PRIOR APPROVAL FROM SIGNS & MARKINGS. :ONTACT CEMENT E-44 MUST FOLLOW MANUFACTURERS \PPLICATION INSTRUCTIONS: ALL PAVEMENT MARKINGS SHALL :ONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL )EVICES PER THE LATEST AMENDMENT. REVISED T2-01-03 FOR NOTES &SPECIAL LANE MARKINGS BY JOE RADENZ REVISED 1-28-00 FOR TITLE BLOCK & TEXT BY JOE RADENZ REVISED 4-3-00 FOR CROSSWALKS BY JOE RADENZ DEFT OF TRANSPORTATION FORTWORT AND PUBLIC WORKS TRAFFIC ENGINEERING SHEET No. 'I of 3 TYPICAL PAVEMENT MARKINGS LOC. No. Of WING Nov: DATE: I CHECKED sr: 1nB102 AppROYED BY: DATE: ]f2E� -_ -- I--- -DRA DATE: "Are: SHEET No0 161 1'3 4,�24'—�{ °0000 olt' 000 00000 00000 00000 w 080a0H000o8+8aaa8 o0008a8°° °° a000a80o0 000000 1 TYPE 11-AAA ° 0 rTYPE Y-4 co 0 o a 8 8 H 0 0 0 0 o a a 8 8 0 0 0 0 0 0 8/° 8 8 9 o o o o 0 8 a 8 8 H 0 0 0 o S 8 8 8 8 H f/) TYP00000 0�0000 00000 W-4 Q 0000❑ 0000❑ 11 U (TYPE I-C-4 O Q TYPICAL MULTI -LANE, TWO-WAY MARKING WITH CENTER TWO-WAY LEFT TURN LANE } ,6' 0 24' -I 22' u0 TYPE Y-4 PE 22 C0 0 0 0 ❑° o 0 0 ❑° 0 0 0 l TYPICAL TWO-LANE, TWO-WAY MARKING WITH PASSING PERMITTED �°0000 0� 1 ° 0 ❑ ° ° 0 0 ° 1 TYPE Y-4 ° ° ° ° TYPE II AA-4 8880 °B88$,(088�8988,�8988.8898808o0 B 8 8H8Boa81B8°� 0000o � 0 0 8 8 8 0 8 8 808 0 8 0 8 8 8 8 8 8% 0 8 8 9 0 8 8 8 g 0" 1' ° 'I{2' �1' 8 8°❑ 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1310 0 0 0 0 ...vnanungspvm�mrlQ.agn Mar. tz, zoW tz:°sss r`IBM 24 F- 4' 13' W 00000 0 0000 0�-° W 120' ❑ 0 0 0 0 _100' 0 0 0 o e 0 0 0 11 r, 0 0 0 0 w l 101"m o88880888808888088880 888fi MIN. 588818000O°°88880 CO) (TYPE I-C-4 100' STORAGE (VARIABLE) TYPE W-4 lTYPE Y-4 12' CO) a88 a08000 0 00a80000000dooH0000580000 Q `TYPE II AA 0 0 00 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 o TYPEI-D-4 0 oIII 0 0 0 0 Ir 0 U TYPE W4 i 0 13' Z TYPICAL MULTI —LANE, TWO—WAY MARKING WITH TRANSITION FROM CENTER TWO—WAY LEFT TURN LANE TO SINGLE LEFT TURN STORAGE LANE 00(mPEW-4 00000 00000 ❑0000 00 °1o0 ``TYPE Y4 ill 8888s08888H8888H888.8088888888888888098890889888d8808 TYPE II-AAJ4 11' 0 0 0 00 0 0 0 0 0 0 0 0❑ � 8'-VI-•-24--I o° I3 0 TYPE I-C-4 d TYPICAL MULTI —LANE, TWO—WAY MARKING 100'- 200' (VARIABLE] _ _ - 250'(APPROXIMATFt - _ -- - -. _ 131 TYPE W-4 TYPE I-C-A ° - 1 ❑ 0 0 0° V 0 ° 0 0 0 0 0 0 0 0 ' 19 11' TYPEW-4 0 0 0 0 0 ❑° 0 0 0 0 0 0 a 0 0 0 0 0 E 0 0+0 0 088 a a 8SE888888888�8 a988880 `-TYPEYr4 12' �TYPE I-C-4 H 8 8 8 8 H 8 8 8 8 0 8 8 S 8 H 8 8 8 8 H 8 8 8 8 88 8 8 8 H 8 8 8 8 8 8 8 8 813 8 8 8 8 8 8 8 8 8 8 8 818 8 8 888880a888B88800888088S88888888H8800 8080 0 0 f14'�24'� �TYPEII-AA-4 11' pe o 0 0 0 13 � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 o16 —I I TYPICAL MULTI -LANE, TWO-WAY MARKING WITH SINGLE LEFT TURN CHANNELIZATION REVISED 1-27-02 BY JOE RADENZ FOR TITLE BLOCK &TEXT. DEPT OF TRANSPORTATION FORTWORTH AND PUBLIC WORKS TRAFFIC ENGINEERING SHEET 2 OF 3 TYPICAL PAVEMENT MARKINGS oEsimco e, euc_ xaen n; DATFz I LOC. No. I au« e.: BKA w+E_ 3rma6 I •""'mao By: 9GILEMDIIE DRAWING No.: DATE: JSHEET NO- Of i 24• — a 11 TYPE 11-OR-4 ION 21SPACINK it 121 12, TYPE W-4 TYPE 11-CR-4 - a o 0 0 0 0 }r o 0 0 0 014' 888 88888888188888888$88888 TYPE W-4 ,2' TYPE II-CR4 000 0 0 0 0 0 0 a 010 0 0 0 0 0 0 0 4 f-•—�8'�24'�1 ro 12• ❑o°❑° ° 0 0 0 00010 140 14' /TYPE NF4 0 0 0 o a ° 2 TYPE 11-CR 00 o `a 0 0 0 0 0 0�0 0 0 0 0 TYPICAL DIVIDED ROADWAY WITH RIGHT TURN CHANNELIZATION AND DUAL LEFT TURN MARKINGS, EACH SIDE OF MEDIAN BEING 2611- 0" 8 8 8 8 8 8 8 8 8 8p° 0 0 0 0 a o 0 0 o a B 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 8 8 8 8 8 8 8 8 8 I--24� 3, TYPE 11-AA� TYPE Y-4 @ VSPACING ' TAPER LENGTH (L) IN FEET FOR SPEEDS 40MPH OR LESS: FOR SPEEDS 45NPH OR MORE L=WS2 L=WS 80 WHERE: W = OFFSET DISTANCE IN FEET S = SPEED (MPH) L• OETAIL'A' SLNGLE LANE TWO-WAY TRANSITION TO MULTILANE DIVIDED ROADWAY 1Fo-4' ❑ o 0 0 0 ❑ 1o. a o 27 rTYPE W-4 a o 0 0 o a o 0 0 0. ❑ o 0 0 0 a o o�TYPE W-4 ❑.,,+o r \ TYPE R-CR-4 Bs88868888881888088888 \l-YPE II-CR4 12 12' 4' {-=—F 16' 24' 0 0 0 0❑ o 0 0 0 0 \ o❑ --i o 0 0 0 0 ,�o o TTYPE W-4' TYPE II-CR4 0000❑ 0 0 1 a ° oa °0000 0 0 0 0 a 0000❑ 17 I TYPICAL DIVIDED ROADWAY MARKING EACH SIDE OF MEDIAN BEING M - 0" 24' a o 0 0 0 21 V ❑ o 0 0 0 /TYPE W-4 4 y��e'�24'� 0 0 0 TYPE II-CR-4 l rTYPE Y-4 � TYPE 11-AA-4 trI 88888.688888888880 88888888688886888868'8j88T68888 0888 i8 .,,, ".1.- - ❑ ❑ ❑❑ ❑°o rip a° a ❑0 ° ❑ °��TYPE [I-AA-4 °T ° ,a1 8888888889 888888888888888888888a888888BOB 8888B8888°8 DETAIL TYPICAL TRANSITION MARKING FOR CENTER TWO-WAY LEFT TURN LANE REVISED ,-27-02 BY JOE RADERZ FOR TITLE BLOCK 6 TEXT. DEPT OF TRANSPORTATION FORTWORTH AND PUBLIC WORKS TRAFFIC ENGINEERING SPIT-N0.30F3 TYPICAL PAVEMENT MARFaNGS DESIGNED BY I LOC. NO. DATE: CIECSEO BY: DATE: DRAMN 8Y BI(A DATE: 3-26-96 ADD Br: OAYE: SGILENONE I DRAWING No.: I SHEET No.. Of .:.4naDdnaStlnadian2.dan Nar. 72. 2009 12973; / R" Io"T LANE RIOME SIGNAL CLOSED TAME y�K Flogger 3 Naosm CW20.7a sign may be MCW20-5R AHEAD required according to field conditions_ MCW20-5R MCW20SG-1D Detector I 700' min L X X I X Location I I, 1 Type I l Barricade Flashing ...���� Arrow Panel C===�> Daytime - Four Lane Roadway TYPICAL DETECTOR INSTALLATION Nighttime - t- Channelizing Devices shall be refledorized. 2. Barricades shall have Flashing Wanting Lights, Minimum Desirable Suggested Maximum Taper Lengths Spacing of Device Posted Formula 10' 11' 12' On a On a Speed Offset Offset Offset Taper Tangent 30 150' 165' 180' 30' 50'1165' 2 35 L= 215' 230' 1245' 35' 65m80' 60S 40 265' 295' 325' 40' 80'-100, 45 450' 495' 1540' 45' 80'-100' 50 L=WS 490' 540' 590' 50' 100'-115, 55 545' 600' 655' 55' 115'11130' L=Length of Taper (FT.) V!=VYdth of Offset (FT.) S®Posted Speed (MPH) Detector I 100' min I L I X Location I �f fi Paved Shoulder I I I Paved Shoulder Type I Barricade • ■ Flashing A • ■ , ■ ■ Arrow Panel —_ram. —_ • !_�___�..... ■ ■ �+ R Paved Shoulder RIGHT ( �� Paved Shoulder \ R4-7b Flogger A CW2D-7a sign may be ' required according to field conditions. SIGNAL fly Daytime - Two Lane Roadway WORK AHEAD CW20SGA D CW20SG-1 D NOMAL I emir - WORK I SIGNAL AI&JID � KEEP j yIORK MCW20SG iD RIGHT IIM MCW20SGAD R4-7b d�V11111 ----- --a/�,- i� \s ■ ■ a �-■- - ■ ■ — —sue— -01-1111 EA3 NI/ y/ ■ 146 ■ 8 KEEP r' SI01UL ■ I wDRli I RIGHT t '. AHEAD Z R4-7b MCW20SG-iD a R4-7b I MCW20SGAD TYPICAL HANGING SIGNAL INSTALLATIONS Advance warning chan,wlMng devices are optional ECWt-6a ■ ■ ■ ■ ■ Sidewalk ■ „ Crosswalk ■ Bldg. ■ ■ ■ mm ■ � 4' max SI(i1tAL WORK AREAD W \W y � MCYY2oSG-1D g of END Z ROADWORK � Minimum G20-2 Sign Spacing X Distance (optional) 245' MAJOR STREET 395' 495' siDNu OBSERVE NAME NS1156 ADDRESS AAO STATE IAW CITY STATE R20-3 CONTRACTOR MCW20SG-1D ECW1-6a T T a7E■1-wr T Sidewalk max —�, mR Bldg. SIGNAL WORK man Open MCW20SG-ID trench 160' X I dt T et y night Channelizing devices shall be reflectorized. i 7/ WORK AIfl1t0 MCW20SG-1 D TYPICAL ADVANCE SIGNING ECW1-Ba T� ■ ■�'�'max Sidewalk ■ Q -■ Crosswalk �iBldg. ■� min ECW1 6a� 4' max ■ • • e T T ■ t _ _ •T. Sidewalk m e - Bldg. Channelizing devices should not be pieced dowr then 5 foot radius (minimum) to signal poles. Parking may be eikninated by pledrgl channelizi,pl devices in spaces. If pedestrian wagrways are tdodred, refer to TMUTCD- TYPICAL RESTRICTED PEDESTRIAN MOVEMENTS T. NAYS a STATE CONTRAGTOR R20-3 X� X- aV END RopofroRK (optional) G2G-2 Legend Heary Work Vehicle ® Type I Barricade ® Channelizing Devices 0 Fleshing Arrow Panel 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 Beady 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 shalt be covered or surrounded with orange plastic construction fence as directed by the Engineer. Flogger andMCy1r10-7a 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 `Mork vehicle in traveled way 20 minutes or law may use ce„es, 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. mp THE SEAL APPEARING ON THIS "".""""""'""'""""' DOCUMENT WAS AUTHORIZED BY � J. YARK YATNIS J. MARK MATHIS, P.E. 66006 ON 12-13-04. rrr, 9i 86006 _� j DEPT OF TRANSPORTATION FOR �AND PUBLIC WORKS �I TRAFFIC SERVICES DIVISION TRAFFIC CONTROL PLAN DETAILS SHEET 1 OF 2 FORT WORTH, TEXAS LGC. Me- Geiwxm s.. axECReo n: R.P.W. R.W.J. DATE: xxww110�. owie. APPROMia or MTE: SCALE: N.T.S. I DRAWING No-: Se I SHEET No. OF i R'112 2444 R=l/z 48 314 OBSERVE lJ U LJ� 1I/4.� M M 1" 4 30 MOAR11(Vtl VS 41 3091S/e/z'.R 3/e \q 2„ 42 S��UV� it/ u . \dl � /16 141/4 - 71 5D - R4-7b Letters -Block 24le X 3D" Symbol -Block Border - Black 12r Background - White Refl- E'� T5•,D R4-8b �T �6 I�H MCW20-5R 36" X 36" Legend - Black Border - Black Background - Orange Ren. TYPE I BARRICADES k I 2' min-, variable max- - ( L E 2x8 L 2xe (optional) Type I(R) 2' min., variable max. JOL fill L 45°\\�" L� 2x8 (optional) Or /,///„//,/,/,/„///// Type I(L) For Type I and 11 Barricades, both sides of the rails shall have reflective orange reff and ective white striping. R20-3 Letters -Black Border - Black 48 1 X 42" Background - White Refl. 5,. D 4FI 4., 4"D 4" 30.1 „4"D S" 6"C 6.. R 48.. 5/a NAME ADDRESS CITY 3�/2•• STATE I /2„ COHTRACT©R G20-6 46" X 30" - 1 3„ 1211 JV2 UVLI LE 64 1C Distance Plaque 30" X 12" Alternate legends 8 D K�LE 2„ �26..0 2' D 5 O O FCT 611C 8 D ODD ll 611C if Letters -Bieck Border - Black Background - Orange or White Refl. - R-1i/2,. 48" 3' F 5/s.. ; 3 2'/4• C_ U V D ;.. 6"C 3.,0 24.. :� 3 - 411 2/4 3"D ' ROAD MORE 6kic 3"D 2'/a'• -; I5/e,. G20-2a Letters - Black 3"D Border -Black 2'/4" 48'° X 24" Background - Orange Ron. SIGNAL MC1M20SG-'I D 36" X 36" Letters - Black Bober - Black Background - Orange Refl. I r I rB„D �l 0 no 16..0 , Border Black v M C W 2 0 - S LL �✓f Il LI Background - Orange Rag, TYPICAL SIGNS USED IN TRAFFIC SIGNAL CONSTRUCTION AREAS FIXED SUPPORTS 36" 6' to 12' with curb: /L 2'min. " Nominal 41tx4„ 71 " b post WOOD POST SIGN SUPPORT: for 38" x 38`+and mailer warning iigaa, and other signs having an area not exceeding 10 sq.it, TYPICAL SIGN SUPPORTS 48' Nominal 0 8'to 12' 4'x4' F� post with curb: --_ __ 2'min. ---- m 4' PIeQUB y, m J _ _ WOOD POST SIGN SUPPORT: for 48" x 480 warning sign. Signs erected on fixed supports shell be at a minimum height of 7 fee(. EmDetlmem depth for woodsifln supports and post type barticedes should be 3 feet minimum, unless specified elsewhere in the plans. Qr(veable sign supports may be used and shall be installed in accordance with the manufactures recommendations. 2" PORTABLE SUPPORTS R4A® WORK AHEAD 6"C �// MCW20-7a 36" X 36" Legend. - Bledr Border ck Background -Orange Reg. GENERAL All elfin usage and erection shall be in strict accordance with the "Texas Manual on Uniform Traffic Control Devices for Streets and Highways'(TMUTCD). The Contractor shall maintain each sign as directed by the Owner. The Contractor shall use the sign designs shown in the: Standard Highway Sign Designs for Texas " (SHSD). All work zone signs provided for in the TMUTCD but net detailed in the plans may be used when directed by the Owner. Manual on Uniform Traffic Control Devices for Streets and Highways" (TMUTCD). WARNING LIGHTS Yfhen required by the Owner the Contractor shall furnish a copy of the warning light certification. The certification will be by the manufacturer, stating the lights meet the requirements of the latest ITE Purchase SpaclficatioIt for Flashing and Steady -Burn Warning Lights. REFLECTIVE SHEETING Type A, B or C sheeting may be used for all, day only, applications. Type A sheeting should be used for all, white background, regulatory signs. Type C sheeting shall be used for all other applications. The above applications of sheeting grades to different type signs will apply unless otherwise specified in the plans. TYPE A = Engineer Grade TYPE B = Super Engineer Grade TYPE C = High Specific Intensity SUPPORTS AND MOUNTING HEIGHT Regardless of the type of support used, or duration of work, regulatory signs should not be erected at heights less than 7 feet above the pavement surface. Wood sign post supports shall be painted white. Signs may be erected on portable or fixed supports for use on construction projects to warn or guide traffic through and/or around the actual construction area, PORTABLE - Signs erected on portable supports for use on construction projects normally mean signs which are used during the daytime to warn or guidetraffic through and/or around the actual construction area, but at the end of the workday such signs are removed, Portable supports shall be as shown on this sheet Signs with portable supports may be used for short term, short duration and mobile operations. Tke bottom of the sign shall be a minimum of one (1) foot above the pavement surface. FIXED - Signs erected on fixed supports for use on construction projects normally mean signs that are to remain in place for both daytime and nighttime usage to requlate, warn and guide traffic in advance of and within the limits of the project including the crossroad approaches. Signs erected on fined supports should be at a minimum height of seven (7) feet. SIGN SUPPORT WEIGHTS Where sign supports require the use of weights to keep from turning over, the use of some type of sandbag is recommended. The use of pieces of rock, concrete, iron, steel or other solid objects will not be permitted. Sandbags shall only be placed along or upon the base supports of the device and shall not 6a suspended above ground level or hung with rope, wire, chains or other fastener. REMOYING OR COVERING When gign messages may be confusing or no longer apply, the signs and supports shall be removed from roadway and shoulder, or the signs shall be completely covered. Turning signs from motorists view will not be ailowed- When signs are covered the material used shall be opaque, such as heavy mil black, plastic. Burlap shall not be used to cover signs. Signs shall be removed upon completion of the work. Duct tape or other adhesive material shell not be affixed to sign face. THE SEAL APPEARING ON THIS QOCUMENT WAS AUTHORRED BY ! D E P T O F TRANSPORTATION FORT WORTH J. MARK NATHIS, P.E. BBfWB ON t2-t3-04- I AND PUBLIC WORKS TRAFFIC SERVICES DIVISION , rs<F'��TRtsrrl 1 .....rr; TRAFFIC CONTROL PLAN DETAILS J. MARK YATNIa ASHEET 2 OF 2 i_..__......- Srrr 86006 FORT WORTH, TEXAS r rsErrsE•`' __ It .. oelnum a by: wrE. eeetYa er_ R..., .-. LOC. No. PWRWJ wTE. ' a M ev: "core. • con sv: J, MARK MATHIS oATE. __SCALE: N.T.S. ! DRAWING No.: SO ' SHEET No. OF