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Home My WebLink About025676 - Construction-Related - Contract - Westhill Construction, Inc.CITY SECRETARY � ��'�� CONTRaCT lN� . . -�o�vFna: � 0'dT�RCTOR SPECIFICATIONS � C��7At;T"va`S D0t•�DiNG C0. AND �e�. ✓ Cti � . f':Tn&'i CONTR.ACT DOCUMENTS �:�,�; r.��,�T,;,Grt�sQr�icE :�,:,;.;i�-r.;t„y o;v. t','FY�1- �{� k C�?Y ANNUAL CONTR.ACT FOR —_ ._.. _. _ CONCRETE SIDEWALK IMPROVEMENTS: -_._._ IN THE CITY OF FORT WORTH, TEXAS PROJECT No. GG01-S39570-0202501 NOVEMBER 1999 KENNETH L. BARR MAYOR BOB TERRELL CITY MANAGER HUGO A. MALANGA, P. E. - DIRECTOR JOE S. TERNUS, P.E. - ASSISTANT DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ---�-- - _ _ , � - ' : cr`�ac�,�.., ��:'�^'�U�N��'' .;, j'� � ' f' lY'; ��`:��'.`lS1LQy):r�� i � ��• ��;,' � ' _ _ _ _�� 1t�1'a' ..�. � Cit�:� of Fo��t Wortlt, T�tias MCi OY l�jlt� COI�I[CII COj�f�l��ftlLjLlC��tLO�I � DATE REFERENCE NUMBER LOG NAME PA.�E 2/1/00 **C-17837 20WHILL suB�ECT- AWARD OF CONTRACT TO WESTHILL CONSTRUCTfON, CONTRACT FOR SIDEWALK IMPROVEMENTS RECOMMENDATION: 1 of 2 INC. FOR ANNUAL It is recommended that the City Council authorize the City Manager to execute an annual contract with Westhili Construction, Inc. in the amount of �697,175.00 for the construction of new concrete sidewalk improvements at various Iocations.DISCUSSION: The 1998 Capital Improvement Program and 1999-2000 Adopted Budget for the General Fund include funding for City sidewalk projects. These funds will be used for the Safe Pathways Program to develop safer walking routes within the vicinity of schools and provide access to major retail centers and pedestrian generators. � In order to maximize the program's available funds, all requests for sidewalks will be evaluated based •'� on criteria developed by the Transportation and Public Works Department. These criteria consider pedestrian volumes, types of streets, location of schools, retail centers, parks, other public facifities, and �' , locations with special safety concerns (i.e. speeding, high traffic volumes, accidents, etc.) A sidewalk ... construction program has been prepared for Fiscal Year 1999-2000. � The project was advertised for bid on November 22 and 29, 1999. On December 23, 1999, the . following bids were received: i BIDDER Westhill Construction, Inc. Stabile & Winn, Inc. Walt Williams Construction, Inc. M.A. Vinson Construction Company, Inc. Pittman Construction, Inc. Pavecon, Inc. Randall & Blake, Inc. Ed A. Wilson, Inc. Alshall Construction Company, Inc. Creative 4 Construction & Management Company, Inc. AMOUNT � 697,175.00 $ 746,125.00 S 750,850.00 $ 799,982.00 � 870,550.70 $ 936,220.00 $ 938,510.00 � 998,450.00 $1,033,570.00 $1,235,250.00 Westhill Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 7% M/WBE participation. The City's goal on this project is 7%. The contingency for possible change orders is $25,000.00 The approximate total length will be 40,000 feet. Sidewalks will be constructed in all Council Districts. The list of locations is being developed per the Safe Pathways Program. A partiai list of locations follows: City of Fort Wos•tli, Te.�as M�iyOY liyll� COI��LC�Il CO�f�lYl�lu�LICC{tl0fl DATE 2/1 /00 SUBJECT Street REFERENCE NUMQER LOG NAME PAGE **C-17837 20WHILL AWARD OF CONTRACT TO WESTHILL CONSTRUC ION, CONTRACT FOR SIDEWALK IMPROVEMENTS Limits Side of From/To Street Long Avenue DenverAvenue Southwest Boulevard Heritage Place Drive Meadowbraok Drive Waterside Trail Meadowbrook Drrve Miller Avenue Altamesa Boulevard McCart Avenue Clover Lane Libbey Avenue Forest Hill Drive South Riverside Drive Col{ege Avenue Fair Park Boulevard Jones Street Samuels Avenue Samuels Avenue Roosevelt/NW 33rd Park/16th Brazos/Kermit Thompson/end of cul-de-sac Stark/Purselley Thompson/Summerfields Meaders/IH-820 MLK Freeway/Killian Hulen/Kingswood Ladona/Springleaf Collinwood/Linden Littlepage/Bryant Irvin Lon Stephenson/Everman East Berry/East Mulkey Magnolia/West Morphy Seminary/Blodgett Biddison/Ripy Peach/Mayfield Peach/Morrison FISCAL INFORMATION/CERTIFICATION: South East West East North West South East North West East North West West West East East East West 2 of 2 INC. FOR ANNUAL Councif District 2 2 3 4 4 4 5 5 6 6 7 7 8 8 9 9 9 9 9 The Finance Director certifies that funds are available in the current capital and operating budgets, as appropriated, of the General Fund and the Street Improvements Fund. ►f�Ce�t7 Submitted for City ;11�n;igcr's orr�e i�y: �like Groomcr Origin�ting Uep:irtmcnt Ilcad: klugo htalanga Addition�l Information Conlact: }lugo Malanga ; � ' 61d0 7801 7801 � FUND � ACCOI;�T � CENTER � A��IOUN"f ' � (to) � � I I I � � ( ti'om) IGG01 539570 0202501 �300,000.00 C115 541200 020115038119 $397,175.00 I � CITl' SCCRETARI' APPROVEU 2/I/00 � ADDENDUNII ANNUAL CO�TRACT FOR SIDEWALti I�IPRO�'E�IE\TS � 31. CONSTRUCTION NOTES (Pa e� D_9) Delete Note 6. and replace it with the following: � 6. Subgrade shall be compacted to have a uniform density of not less than 95% of the R"' maximum density. Testing will be done by the City at the discretion of the . Engineer. Add the following Construction Notes: � 7. All expansion joints shall be constructed using premolded joint filler. � 8. Concrete Retaining Wall VVith Sidewalk shall be paid for by the unit price bid per cubic yard. � 32. DESCRIPTION OF PAY ITENIS: Add the following description for topsoil: k� TOPSOIL: � All applicable provisions of Standard Specification Item 116,"Topsoil" shall apply. The unit price bid per cubic yard shall be full compensation for furnishing all materials, � labor, equipment, and incidentals necessary to complete the work. Topsoil shall be placed as directed by the Engineer. � 33. SIDEWALK LOCATIONS: Following is a partial list and location maps of the proposed sidewalk locations to be included in the first work order. Sidewalks listed in each work order will be listed by highest priority. � APPENDIX - STANDARD DETAILS: Delete the Transverse Expansion Joint from the standard details. Standard Specification Item ; 504 shall apply. ' 1 �J ' � Page 2 ' � �` � � � � � Approved: _� �21�.A�]e�'► �,J�1aL� A. Douglas Rademaker, P.E. Director, Department of Engineering � ,,� � Approved: /� I'� p+� _ ��.� __- -� L�ao Kim, P.E. Capxtal Facilities En�i�ee�r,l�Vater Depa�-tment cr� �� Approved: 71"� ��. _��" 1� l I. � S I 1 1 George Behmanesh, P.E. Assistant Director, Transportation and Public Works Department A roved: / �� G �� PP �oe/S. Ternus, P.E. ��cssistant Director, Transportation and Public Works Department TABLE OF CONTENTS Part A Notice to Bidders Special Instructions to Bidders Part B Proposal Vendor Compliance to State Law Minority and Women Business Enterprise Specifications Part C General Conditions (See City of Fort Worth Standard Specifications For Street and Storm Drain Construction, Part I. General Provisions) Part D Special Provisions Part E Specitications Silicone Joint Sealing for Concrete Pavement Part F Certiticate of Insurance and Bonds Certificate of Insurance Contractor Compliance With Worker's Compensation Law Equipment Schedule Experience Record Performance Bond Payment Bond Part G Contract Appendix: Standard Details Typical Construction Layout — 4' Sidewalk Special Construction Layout — 5' Combination Sidev✓alk l0' Parkway Section Transitions from 4' to 5' Sidewalk Retaining Wall With Sidewalk Transverse Expansion Joint Driveway Approach Sidewalk Ramp Details Courtesy Notice �� LJ PART A � � [�I , , ' , , 1 1 NOTICE TO BIDDERS AND SPECIAL INSTRUCTIONS TO BIDDERS ' 1VOTICE TO BIDDERS ANNUAL CONTRACT FOR CONCRETE SIDEWALK IMPROVEMENTS The project consists of a renewable annual contract for the complete installation of sidewalks and sidewalk ramps at locations specified by the City of Fort Worth. Bids should be addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas and will be received at the Purchasing Office until 1:30 P.M., Thursday. Decem6er 16, 1999 and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Transportation and Public Works Department, Second Floor, Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of $20.00, such deposit will be refunded if the documents are returned in good condition within (10) days after bids are opened. Additional sets may be purchased on a nonrefundable basis for twenty dollars ($20.00) per set. These documents contain additional information for prospective bidders. A Pre-Bid Conference will be held at 3:00 P.M., Tuesdav, December 2, 1999 in Room G14 of the Public Safety Building (north of the Municipal Building). All bidders are encouraged to attend. Bid security is required in accordance with the Special Instruction to Bidders. � The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM r*^ ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within , forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. � Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not � acknowledge receipt of all Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Transportation and Public Works Deparhnent at (817) 871-7800. � � �. �.. � ' In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTR.ACTOR WAIVER FORM and/ar the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing deparhnent to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. For additional information, contact Mr. Mike Weiss at (817) 871-8485. Advertising Dates: November 19, 1999 November 26, 1999 ' � SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an accepiable bidder's bond payable to the City of Fort Worth, in an �! amount of not less than five (5%) percent of the total of the bid submitted must accompany the bid, and is s- . subject to forfeit in the event the successful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. �` To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety , must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (1/10) the total capital and surplus. � � 2. PAYMENT, PERFORMANCE. AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish Performance, Payment and Maintenance Bonds, all in a sum eGual 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 heceunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. ln order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties (Circular 870), or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury Iist or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas. No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be deternuned 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. A Payment Bond and Maintenance Bond shall be executed, in ihe amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. A Performance Bond shall also be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. 3. LIOUIDATED DAMAGES: Tt�e Contractor's attention is called to Part 1, Item 8, paragraph 8.6, of the "General Provisions" of the Standard Snecircations ror Street and Storm Drai►r Caistritctio�i of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a-29) prohibiting discrimination in employment practices. 6. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vemons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas and set forth in Contract Documents for this project. Special Instructions to Bidders Page 1 of 7 � � 7. FINANCIAL STATEMENT: A current certified financial statement is required by the Transportation and Public Works Department for use by the CITY OF FORT WORTH in detemiining the successful bidder. This statement is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. � 8. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor musi provide, � along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury-$250,000 each person, $500,000 each occurrence; Property Damage -$300,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid _ submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's i.� principal place of business is located. � "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a 11„ 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 con�actor to do so will automatically disqualify that bidder. 10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide to owner complete and accurate information regarding actual work performed by Minority Business Entetprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the comtnission of fraud by the Contractor will be grounds for termination of the contract and/or initiation action under appropriate federal, state or local laws or ordinances relating to false statement; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Conh�actor being determined to be irresponsible and barred from participation in City work for a period of time of not less than three (3) years. Special Instiuctions to Bidders Page 2 of 7 ' � 11. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The City reserves the � right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR �' WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the coniract has been verified. 12. PAYMENT: The Contractor will receive full payment (minus 5% retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. 13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Transportation/Public Works Department at (817) 871-7800. Bids that so not acknowledge all applicable addenda may be rejected as non-resnonsive. 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: '' A. Workers Compensation Insurance Coverage 1. Defmitions: Certain of coveraee ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insnre 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 vroiect-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 nrovidine services on the nroiect ("subcontractor" in §406.096)-includes all persons or entities ' perforrning all or part of the services ihe Contractor has undertaken to perform on the project, regardless of whether that person contracted d'uectly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent Contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or toner services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. � 2. The Contractor shall provided coverage, based on proper reporting of classificarion codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the Contractor providing services on the project, for the duration of the project. � 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. � �_ Special Instructions to Bidders Page 3 of 7 � 5. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entiry: - (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. 6. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, .., within ten (10) days after the Contractor knew or should have la�own, of any change that materially affects the provision of coverage of any person providing services on the project. � 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, infornung all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. � 9. The Contractor shall contractually require each person with whom it contracts to provide services on a � project, to: (a) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, �'1 Section 401.011 (44) for all of its employees providing services on the project, for the duration of � the project; -- (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of � coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; �(c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage � showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; � (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and �, (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends �,,. during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. �, ( fl notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have lmown, of any change that materially affects the � provision of coverage of any person providing services on the project; and Special Instructions to Bidders rr Page 4 of 7 e (g) contractually require each person with whom it contracts, to perform as required by paragraphs (1) -(7), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed witl� the appropriate insurance carrier or, in the case of a seif insured, with the corrunission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative, criminal, civil penalties or other civil acrions. I 1. 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 cunent coverage and report failure to provide coverage. This notice does not satisfy other posting requirements unposed 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 COVER.AGE" 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". I5. I�TON DISCRIMINATION: The Contractor shall not discriminate against any person or persons because of sex, race, religion, color, or national origin and shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29), prohibiting discrimination in employment practices. . Special Instructions to Bidders Page S of 7 � � 16. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal govemment, Contractor covenants that neither it nor any of its officers, members, agents, or employees, will engage in perfornung 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, discruninate against � person because of the'u age except on the basis of a bona fide occupational qualification, retirement plan or stattttory 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 Contractor's alleged � failure to comply with the above referenced Policy conceming age discrinunarion in the performance of this Contract. � 17. 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 cunent employees of Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal state and local laws concerning k,. 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 discrunination in the performance of this Contract. Revised March 15, 199b � , 1 � Special Instructions to Bidders Page 6 of 7 CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 1999 CLASSIFICATION AIR TOOL OPERATOR ASPHALT RAKER ASPHALTSHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FINISHER (PAVING) CONCRETE F1N[SHER (STRUCTURES) CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUILDER (STRUCTURES) FORM LINER (PAVING & CURB) FORM SETTER (PAVING & CUR.B) FORM SETTER (STRUCTURES) LABORER, COMMON LABORER, UTILITY MECHANIC OILER SERVICER PAINTER (STRUCTURES) PIPELAYER QLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE BROOM OR SWEEPER OPERATOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHWG MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERATOR (CRAWLER MOUNTED) FOUNDATION DR1LL OPERATOR (TRUCK MOUNTED) FRONT END LOADER RATE $9.00 $9.55 $8.80 $11.51 $10.30 $ I 0.50 $9.83 $8.84 $ I 5.37 $7.55 $9.83 $9.00 $9.24 $9.09 $7.32 $8.94 $12.68 $10.17 $9.41 $ i 1.00 $8.98 $11.50 $10.29 $10.30 $8.72 $10.74 $9.25 $11.13 $10.42 $9.00 510.39 $10.50 $9.92 $11.04 $10.00 $11.83 $9.96 CLASSIFICATION MItLiNG MACHINE OPERATOR MIXER (OVER 16 CF) MOTOR GRADER OPER.ATOR (FINE GRADE) MOTOR GR.ADE OPERATOR PAVEMENT MARKING MACHiNE ROLLER, STEEL WHEEL (PLANT-MIX PAVEMENTS) ROLLER, STEEL WHEEL (OTHER (FLATWHEEL OR TAMPING) ROLLER, PNEUMATIC SELF- PROPELLEDSCRAPER SCRAPER TRACTOR-CRAWLER TYPE TRACTOR-PNELIMATIC TRAVELING MIXER WAGON-DRILL, BORiNG MACHINE REINFORCING STEEL SETTER (PAVING) REINFORCING STEEL SETTER (STRUCTURAL) STEEL WORKER-STRUCTURAL SPREADER BOX OPERATOR WORK ZONE BARRICADE TRUCK DRIVER-SINGLE AXLE (UGHT) TRUCK DRIVER-SINGLE AXLE (HEAVY) TRUCK DRIVER-TANDEM AXLE (SEMI-TRAILER) TRUCK DRIVER-LOWBOY/FLOAT TRUCK DRIVER-TRANSIT MIX TRUCK DRIVER-W[NCH VIBRATOR OPERATOR (HAND TYPE) W ELDER RATE $8.62 $10.30 $11.97 $10.96 $7.32 $9.06 $8.59 $8.48 $9.63 $10.58 $9.15 $8.83 $12.00 $13.21 $1331 $14.80 $10.00 $732 $8.965 $9.02 $8.77 $10.44 $9.47 $9.00 $7.32 $I1.57 Special Instructions to Bidders Page 7 of 7 �� 1 �� 1 �� 1 PART B � � 1 � , � �I , � � PROPOSAL VENDOR COMPLIANCE TO STATE LAW M/WBE FORMS i ADDE�DU�I1 AtiNUAL CONTRACT FOR SiDE��'ALK I�iPRO�'E�IENTS CI�' Of FOYt WOYtjt Traiis��ortatio�a aizd Prcblic tVorks Depctrt�ne�it ANNUAL CONTRACT FOR SIDE`VALK IMPROVEMENTS RELEASE DATE: Wednesday, December 8, 19)9 NEW BID DATE: Thursday, December 23, 1999 The following additions shall be made to the appropriate sections of the plans and specifications and shail become a part of the Contract Documents. Bidders shall acknowledge receipt of this addendum on the bid proposal and on the outside of the sealed envelope, PRE-BID CONFERENCE, 3:00 P.1�1., Thursdav, December 2, 1999: The agenda from the non-mandatory Pre-Bid Conference is attached. PART A— NOTICE TO BIDDERS: Change the bid date t� Thursdav, December 23, 1999 PART B - PROPOSAL: The project will be awarded to the lowest responsive and responsible bidder. Replace the Proposal with the attacl�ed Proposal Form. Minoritv and Women Business Entemrise Specifications. Saecial Instructions to Bidders: The City's 1�IBF./`VBE goal on this project has been changed to 7% PART D — SPECIAL PROVISIONS: 14. DETOURS AND BARRICADES (Pa e� D-4): Add the following notes: For sidewalk construction on arterial streets, la��e closings �vill only be allo�ved from the hours of 9:00 n.m. to 4:00 p.m. The Contractor shall notify Transportation and Public Works Department prior to l�ne closures. Attached are Traffic Control Plan Details. Pa�e 1 �' ciyt of Fort wortn 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 M1WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. MNVBE PROJECT GOALS The City's MBE/WBE goal on this project is 7% of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in � order for the entire bid to be considered responsive to the specifications. � 1. M/WBE Utilization Form: received by 5:00 p.m., five (5) City business days after the � bid opening date, exclusive of the bid opening date. 2. Prime Contractor Waiver Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. �FAILURE TO COMPLY WITH THE CITY'S MlWBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. Any questions, please contact the M/WBE Office at (817) 871-6104. � Rev. 6/2/98 � REVISED ADDENDUM #1 This contract is issued by an organization which qualifies for exemption pursuant to the provision of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act, Taxes. All equipment and materials not consumed by ur incorporated into the project construction, are subject to State sales taxes under House Bill 1 l, enacted August 15, 1991. The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges at the time of executing the contract. The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth Ciry Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. The undersigned agrees to complete all work covered by these contract documents within Three Hundred Sixtv- � five (365) Calendar Da�•s from and after the date for commencing work as set forth in the �vritten Work Order to be issued by the Owner and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility � Construction" as established by the City of Fort Worth, Texas. Within ten (10) working days of receipt of notice of acceptance of this bid, the undersigned �vill execute the formal contract and will deliver an approved Surety Bond and other bonds required by the Contract Documents for the faithfu] performance of this Contract. The attached bid security in the amount of 5% in the sum of �oz2.{ �,� ��+�b Dollars ($ ��-%,tJ[� "-'�' ) is to be forfeited in the event the contract and bond are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. The Bidder agrees to begin construction within 10 Calendar days atter issue of the �vork order, and to complete the contract �vithin Three Hundred Sixtv-tive (3651 Calendar Days after beginning consiniction as set forth in the written work order to be furnished by the Owner. (I/we), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: � Addendum No. 1 (Initials) ��' L � 8 � Addendum No. 2 (Initials) (SEAL) I)ate � �CZ� �`1`� A Proposal � Addendum No. 3 (Initials) Addendum No. 4 (Initials) Respectfully submitted: �: ,. 8�,; I��% r� r tL. �-x_�: �� _�� . �i� l��i�-+t.�-� s ' Title; �'�� '�� Address: �a � �' �'��" G� � � �`-''''�`� � ry ,�E�L . Telephon�: �'l7- � Sf3 � Z5D� VENDOR COMPLIANCE TO STATE LAW � The 1985 Session of the Texas Legislature passed House Bill 6?0 relative to the a�vard of contracts to nonresident bidders. This la�v 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 lo�ver 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 flled 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 bos 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: ��a'ic� �� t . ,�+� c- � �,c zUi f= �1"�f�J-'.*iJ�J�P_ I�l�'�_ f�✓�' �� City State Zip gy: % � �`ie�(X�� (Please print) �' Y��t �' �I Signatt�re: � ` ''� �J � � Title: ��'��f � L )��y.j ! (Please print) THIS FORM NIUST BE RETURNED WITH YOUR OUOTATIOti �� REVISED ADDENDUM #1 PROPOSAL TO: Mr. Bob Terrell City Manager Fort Worth, Texas FOR: ANNUAL CONTRACT FOR CONCRETE SIDEWALK IMPROVEMENTS � � � � � Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and fiirnish all labor, equipment, and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director of the Department of Transportation and Public Works of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated and for the following sums, to-wit: BASE BID PAY APPROX. UNIT TOTAL ITEM QUANTITY DESCRIPTION OF ITEMS PRICE AMOUNT BID l. 1 LS UTILITY ADJUSTMENTS ��00.00 $500.00 2. 2 EA PROJECT DESIGNATION SIGNS �300.00 $600.00 3. 500 SY REMOVE EXISTING $ C�E'L $�5+�'C�L CONCRETE FLATWORK 4. 100 LF REMOVE EXISTING CURB & � �? ��c. $ � c�� c GUTTER 5. 100 LF STANDARD CONCRETE T' � � 5�� $ I S � a`==l CURB & 18" GUTTER 5� oe� 6. 200 SY 4" CONCRETE SIDEWALKS $ �'� �` $ �� (0' - 50' Length) � �, s � o 0 7. 400 SY 4" CONCRETE SIDEWALKS � �� $ �� 5�'e' J (51' - 100' Length) 8. 800 SY 4" CONCRETE SIDEWALKS $ ��3 �� $ 27,uofi�� (101' - 200' Length) Proposal B - 1 REVISED ADDENDUM #1 BASE BID (Continued) PAY APPROX. UNIT ITEM QUANTITY DESCRIPTION OF ITEMS PRICE 9. 1,?00 SY 4" CONCRETE SIDEVI-'ALKS � 3� ''�-' (201' — 300' Length) � r G � 10. 16,500 SY 4" CONCRETE SIDEWALKS $ ��— (Over 300' Length) rr� 1 l. 150 CY CONCRETE RETAINING WALL � ��' � WITH SIDEWALK 12. 200 SY 6" CONCRETE SIDEWALKS AT $ ��` �_� DRIVEWAYS 13. 20 TONS HMAC DRIVEWAYS $ I��.5�� 14. 20 CY FLEX BASE DRIVEWAYS $ J��c �o 15. 600 SF G' CONCRETE DRIVEWAY � �� APPROACH 16. 130 EA TYPE 1 CONCRETE SIDEWALK � ��-'��} RAMPS --� y - L f'r 17. 40 EA TYPE 3 CONCRETE SIDEWALK $ �� RAMPS 18. 70 EA WATER METER AND GROUND $35.00 BOX ADJUSTMENTS 19. S EA MANHOLE ADJUSTMENTS $350.00 20. 175 EA SPRINKLER HEAD $ �� ADNSTMENTS 6��' 21. 5 EA TREE REMOVAL $ �� c� J�� 22. 10 EA TREE TRIMMING � �.r� 23. 10 EA REMOVE AND RELOCATE � 5� SHRUBS TOTAL AMOUNT BID � 37, �e� c�; � 4 8 z (� 25 `�'`' � � Z� J�� $ 72u��°=' � z 50o°`-' $ I a OG �u $ 3(�0O°�' L. (.� � � �7, 5 00 — � 14—��Oc� Q $2,450.00 �1,750.00 g j 25d°` Proposal I: � REVISED ADDENDU�1 #1 � � � BASE BID (Continued) PAY APPROX. ITEM QUANTITY DESCRIPTION OF ITEMS 24. 100 LF REMOVE AND REPLACE DRAIN LINE (VARIOUS SIZES) 25. 40 TONS HMAC SIDEWALKS 26. 100 CY TOPSOIL UNIT PRICE � p��j_ $ $ o� � 2� ._ 30 �' TOTAL ANIOUNT BID $ � �% �:c:� ``_ $ $ TOTAL BID = � � � �� ✓ y ►� CONTRACTOR WILL BE SELECTED ON BASIS OF TOTAL BID Initia! locations �vill be provided at the Pre-Construction Conference. See Special Conditions. The City shall have the right to increase or decrease of the extent of the work, and make changes and alterations in the guantities and locations of work as may be considered necessary or desirable, and such changes and alterations shall not be considered as a�vaiver of the conditions of the contract, nor shall they invalidate any of the provisions thereof. The Contractor shall perform the work as increased, decreased, or substituted with no allowances will be made for any anticipated profits. Payment to the Contractor for contract items will be made for the actual quantities of work done and material furnished at the unit prices set forth in the contract. THIS CONTRACT INCLUDES WORK ANYWHERE WITHIN THE CITY OF FORT WORTH. Proposal : � Cit_y of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION ► �,�_: ,�_ �7 ; l r r� �-. � .f .`•.1 Z'ui C . PRIME COMPANY NAME d'RGUECT NAME /�l-1t�,.Y� S�vC:,rt-��L.IC... 1,�i•':'..1��'.t�'I-..l I CITY'S ��1/�VBE PROJECT GOAL: , �p 1 � !.- •, /`� r c_ BiD 0ATE PROJECT NUMBER I M/WBE PERCENTAGE ACHIEVED: ATTACHMENT 1A Page 1 of 2 Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department I on or before 5:00 p.m. ftve (5) City business days after bid opening, exclusive of bid opening date, will result in the bid ! being considered non-responsive to bid specifications. � The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this � schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional andlor knowing misrepresentation of facts is grounds for consideration of disqualification and witl result in the bid being considered non-responsive to specifications. � Company Name, Contact Name, Address, and Telephone No. �I �L�uA m��r�.ra�� N , s � l �r.oa�.� ��cae�z.i C.+�'v/r,Tr� I �� var� Lu a.�•o � P�3� 6'�f� t Certified U F" > � O� O x z `' s ✓� Specify 1�1 Contracting Scope of Work (') �oe�rR-,o �T T�«!p Specify AI� items to be Supp�ied(') �,_ nvi `' a� N Dollar Amount 5i,�o�°� M/WBEs must be located in the 9(nine) county marketplaca or eurrently doing business in the marketplace at the time of bld. ��') Specify alt areas in which MWBE's are to be utilized and/or ftems to be supplsed: ') A complete listing of items to be supplied is requ(red in order 10 receive credit toward the MNVBE goal. �(") Ideniify each Tier levef. 7ier: Means the levet of subcontracting below the prime contractor/consultant, i.e., a direct payment from the prime contractor to a subcontractor is considered 1" tier, a payment by a subcontractor to its suppller is considered 2n° tier. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5j CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE B{D OPENING DATE I Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department AT7ACHMENT 1A Page 2 of 2 Cit�y of Fort Worth Minority and Women 6usiness Enterprise Specifications MBENVBE UTiLIZATION Com�as�y �Jaa��. Corotact Name. , Carti�hd Specify ,� Co�3racting S�e�cl�y 13e1, Itecns t�o be ` Add�ress, and T+alepl�o�e Na. � -�. Scope of'Work �'j Su��alied('� ,�-F � � �� _ � �oio�� o��,: fhe bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding �►ctual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit andtor examination of any books, records and files held by their company that vill substantiate the actual work performed by the MBE(s) andlor WBE(s} on this contract, by an authorized officer or :mployee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three {3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material ,reach of contract may result in a determination of an irresponsible offeror and barred from pa�ticipating in City work .or a period of time not less than one (1) year. �• ALL MBEs and WBEs MUST BE CERTIFfED BY TNE CITY BEFORE CONTRACT AWARD , --, � ��.�. .�-�-� =� -� r��-��<��yi � �� Authoriie�d� Signature Printed Signature ��p`Lt' '�.r f�� w! � itle , ; � �l`—�._�..(.�-1;'L�- �t ar�' . ��.�lC' :ompany Name �� J x Address � , � r' � > _:,^_�+iC � �;itylState/Zip Code Zc�� I 1- s� � 1L , . 'l/ Contact Name and Title (if different) 1_�� I 5 ��r� - � ''� . �__ Tefephone Number (s) 7 � _�, � . ��; � � - �� rl:, - Fax Number i:-'��.-rl`1`?' Date TNIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6l2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department ATTACHMENT16 Page 1 of 1 Ci�t�y of Fort worth Minority and Women Business Enterprise Specifications u (,�-,:�� _ � ; -, c , �,_,_ !`�. �:, i ��. , Prime Company Name �:' !": ' E 1 � Bid Opening Date Prime Contractor Waiver � �;.� , �'� .��. _ ',�. `� �,,J,,. ..�,�r-�. L;+,1"1,�. Project Name Project Number If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detai�ed explanation provided, if applicabie. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if g��,,h answers are yes. Failure to complete this form in its entirety and be received by the Manaaina Denartment on or before 5:00 p.m., five (5) Citv business days after bid oqenina, exclusive of the brd opening date, will result in the bid being considered non-responsive to bid specifications. Wil1 you perForm this entire contract without subcontractors? Yes ✓ No {f yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. Wrll you perform this entire contract without suppliers? Yes � No !f yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal bus{ness practice and provide an inventory profile of your business. The bidder further agrees to provide, directly to the City upon request, complete and accurate informatfon regarding actual work perFormed by a!1 subcontractors, inctudi�g MSE(s) and/or WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) and/or WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s} on this contract, by an authorized officer or ernployee 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 iailure to comply with this ordinance and creates a materia� breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work far a period of time not less than one (1) year. . / , f ��i�i[ A%f�r:�izw .�.� f— _ A�tlfo�bz�d S�gnature � E'i; r ; �"y'>;,�, Title � �%�._' ., �4r� �'-1 �,,�� , I_r•-�- Company Name � �� D ��1 2Di(� � �� L-,.,.� �/�:_� , Address / �=� �t��t�c.US F�rir�teti Si�grr�at�are Contact Name (if differentj _ - , -a - ,�z _- , , � �;�"- Contact Telephone Number (s) �- �,f� �� _ -, �;-- ,._ Fax Number Rev. 6l2/98 � PART C GENERAL CONDITIONS See City of Fort Worth Standard Specifications For Street and Storm Drain Construction. , _ _..�r �... rr� �. - ,�-•�l� PA,RT D SPECIAL PROVISIONS � � � � ANNUAL CONTRACT FOR CONCRETE SIDEWALK IMPROVEMENTS SPECIAL PROVISIONS TABLE OF CONTENTS 1. Scope of Work 2. Easements 3. Contract Award 4. Project Completion 5. Increase or Decrease in Quantities 6. Termination 7. Reference Specifications 8. Bid Submittal 9. Warranty 10. Construction Staking 11. Traffic Control 12. Payment 13. Delays 14. Detours and Barricades 15. Parkways 16. Disposal of Spoil/Fill Material 17. Zoning Compliance 18. Clearing and Grubbing 19. Final Cieanup 20. Quality Control Testing 21. Property Access 22. Construction Schedule 23. Safety Restricrions — Work Near High Voltage Lines 24. Water Deparhnent Pre-Qualification Requirements 2�. Right To Audit 26. Trench Safety 27. Subsidiary Work 28. Substitutions 29. Temporary Soil Erosion, Sediment and Water Pollution Control 30. Existing Utilities 31. Construction Notes 3?. Description of Pay Items 33. Sidewalk Locations 34. Work Orders 35. Contract Special Provisions D-1 � SPECIAL PROVISIONS ,. 1. SCOPE OF WORK: The work covered by these plans and specifications consists of the construction of standard concrete sidewalks, sidewalk ramps, and all other miscellaneous items of '' construction to be performed as outlined in the Plans and Specifications which are necessary to satisfactorily complete the work. AWARDING OF CONTRACT AND CALENDAR DAYS: "' (a) Contract may not necessarily be awarded to the lowest bidder. The City Engineer shall , evaluate and recommend to the Ciry Council the best bid which is considered to be in the best interest of the City. The contract will be awarded to the lowest responsive and responsible -- bidder. (b) The number of calendar days shall be 365. This contract shall be an annual agreement and may be renewed f'or up to two (2) one-year increments under the same conditions by mutual agreement of the Contractor and the City. 2. EASEMENTS: Contractor shall verify locations of all utilities and right-of-way easemenis as required. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 3. CONTRACT AWARD: Contract will be awarded to the lowest responsive and responsible bidder. 4. PROJECT COMPLETION: The Contractor agrees to complete the Contract within the allotted number of calendar days. If the Contractor fails to complete the work within the number of working , days specified, tiquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6 of the "General Provisions" of the Standard Specification for Construction of the City of Fort Worth, Texas. � 5. INCREASE OR DECREASE IN OUANTITIES: It is the Contractor's sole responsibility to verify _ all pay item quantities prior to submitting a bid. • When the quantity of work to be done or materials to be furnished under any major pay item of the Contract is more than 125% of the quantity stated in the Contract, whether stated by Owner or by Contractor, then either party to the Contract, upon demand, shall be entitled to negotiate for revised ; consideration on the portion of work above 125% of the quantity stated in the Contract. When the quantity of the work to be done or materials to be furnished under any major pay item of the Contract is less than 75% of the quantity stated in the Contract, whether stated by Owner or by Contractor, then either party to the Contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the Contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this Contract. A major pay item is defined as any zndividual bid item included in the Proposal that has a total cost equa] to or greater than 5 percent of the original Contract. A minor pay item is defined as any individual bid item included in the Proposal that has a total cost less than 5 percent of the original Contract. Special Provisions D-2 ia -� � In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Department of Transportation and Public Works and approved by the City Council after said work is completed, subject to all other conditions of the Contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of the Transportation and Public Works Department will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense and all other elements of cost and expense not embraced with the actual field cost as herein specified upon request, the Contractor shall provide the Director of Transportation and Public Works access to all accounts, bills and vouchers relating thereto. 6. TERMINATION: The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 7. ItEFERENCE SPECIFICATIONS: This Contract and project are governed by the following published specifications (latest edition), except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, CITY OF FORT WORTH A copy of these specifications may be purchased at the Office of the Department of Transportation and Public Works, 1000 Throckmorton Street, 2"d Floor, Municipal Building, Fort Worth, Texas 76102. The applicable specifications are indicated on the plans and in the Contract Documents. General Provisions shall be those of the City of Fort Worth document rather than Division 1 of the North Central Texas document. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS. STREETS AND BRIDGES. TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS 8. BID SUBMITTAL: Bidders shall not separate, detach or remove any portion, segment or sheets from the Contract Documents at any time. Failure to bid or fully execute Contract without retaining Contract Documents intact may be grounds for designating bids as "nonresponsive" and rejecting bids or voiding Contract as appropriate and as determined by the Director of the Transportation and Public Works Department. 9. WARRANTY: The Contrackor shall be responsible for defects in this project due to Contractor's faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth. The Contractor will be required to replace at his expense any part or all of the project which becomes defective due to these causes. Special Provisions D-3 r r 10. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City (if required) as outlined on page 17, Standnrd Specifcado�is for Slreet and Storm Drrrin Caistructio�:, City of Fort Worth. 11. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project conszstent with the provisions set forth in the "1980 Texas Manual o�: Uni1'orm Traffic Co�rtrol Devices for Streets and Hig/:►vays" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street narne sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit . required construction, the Contractor shall contact the Transportation and Public Works Department, Traffic Services Division (phone number 871-8100), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled the Contractor shall again contact the Traffic Services Division to reinstall the , permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Traffic control will not be paid for directly, but shall be considered subsidiary to the various bid items of the contract. 1 Z. PAYMENT: The Contractor will receive full payment from the City for all work. 13. DELAYS: The Contractor shal] 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 fumished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the Contract. 14. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall be responsible for installing all construction signs, signals, and markings necessary to provide adequate traffic controls for purposes of construction. Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524 and/or as shown on the plans. The furnishing, placing, and maintaining of barriers and warning andlor detour signs by the Contractor will not be paid for directly, but shall be considered subsidiary to the various bid items of the contract. Special Provisions D-4 4.i � r• Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic � Control Devices, Vol. No. 1.°' 15. PARKWAYS: It is required that all parkways be excavated and shaped as required at the same time the sidewalk is constructed. Excess excavation will be disposed of at locations approved by the Engineer. Standard Specification Item 108, "FinisJzing of Park►vays" shal] apply. Contractor shall excavate all areas between the back of curb and sidewalk per the City's standard detaiis. Contractor shall prepare parkways for re-sodding by others. Any parkway shaping is subsidiary to the unit price bid for sidewalk construction. 16. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been deterrnined 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 filing is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a lrnown flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fil] permit, including any necessary engineering studies, sha11 be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall remove the spoiUfill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 17. ZONING COMPLIANCE: During the construction of thzs project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 18. CLEARING AND GRUBBING: All objectionable matter required to be removed 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. � 19. FINAL CLEANUP: Final cleanup work shall be done for this project as soon as the construction has been completed. 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. Contractor shall � prepare parkways for re-sodding by others (See Item 15 above.) 20. OUALITY CONTROL TESTING: 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. (a) 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 that are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. Special Provisions D-5 a� � �- (b) Quality control testing of in situ material on this project will be performed by the City at its own expense. Any retesting required as a resuIt of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the Contract. ,, (c) The Contractor shall provide not less than 48 hours notice to the City for operations requiring testing. The Contractor shal] 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. (d) The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 21. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 22. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor to furnish the Engineer, prior to construction, a schedule outlining the anticipated time each phase of consti-uction will begin and be completed, inciuding sufficient time being allowed for cleanup. 23. SAFETY RESTRICTIONS - 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 legible at twelve feet shall be placed inside and outside vehicles such as cranes, denicks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARIVING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITFIIN TEN FEET OF HIGH VOLTAGE L1NES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within ten feet of high voltage electric lines, notification shall be given the power 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 notif"ying department shall maintain an accurate log of all such calls to TLT Electric Service Company and shalt record action taken in each case. (d) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (e) No person shall work within ten feet of a high voltage line without protection having been taken as outlined in Paragraph (c). Special Provisions D-6 w L� .� 24. WATER DEPARTMENT PRE-OUALIFICATION REQUIREMENTS: 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 and specifications described � in the current Fort Worth Water Department General Specifications. 25. RIGHT TO AiTDIT: 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 sha11 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. (a) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving iransactions 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 ) hereo£ City shall give subcontractor reasonable advance notice of intended audits. (b) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus $0.15 for each page thereafter (c) "Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract have access to and the right to examine any directly pertinent books, documents, papers and records of such subcontxactor, involving transactions to the subcontract and further, that City shall have access during normal working hours to all appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shal] give subcontractor reasonabte advance notice of intended audits." 26. TRENCH SAFETY: The Contractor must comply with the following basic requirements in order to provide for the safety and health of workers in a trench. The Contractor shall develop, design and implement the trench excavation safety protection system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman. The trench excavation safety protection system shall be used for all h-ench excavations deeper than five (5) feet. The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration, U.S. Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specitication. The Contractor shall, in addition, comply with all other applicable Federal, State and local rules, regulations and ordinances. The Contractor shall provide all methods used for trench excavation safety protection including furnishing, designing, providing all materials, tools, labor, equipment and incidentals necessary, including removal of the system. Special Provisions D-7 � � r 27. SUBSIDIARY WORK: Any and alI work specifically governed by documentary requirements for the project such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the _ Proposal, for each bid item. Parkway shaping, surface restoration, and cleanup are general items of work, which fall in the category of subsidiary work. 28. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approved, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to ihe City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude altemative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of subsritutions. The provisions of this sub-section as related to "Substitutions" shall be applicable to all sections of these specifications. 29. TEMPORARY SOIL EROSION, SEDIMENT AND WATER POLLUTION CONTROL: The Contractor shall provide all temporary soil erosion, sediment and water pollution control measures for the duration of the Contract in compliance with Federal (EPA), State of Texas, and City of Fort Worth regulations. The temporary measures shall include silt fences, temporary construction entrances, dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic ]iners, rubble liners, baled-hay retards, dikes, slope drains, and other devices. Such prevention measures shall be in accordance with the North Central Texas Council of Covernments Storm Water Oualitv Best ManaQement Practices for Construction Activities. All work, materials, and equipment necessary to provide temporary erosion control shall be considered subsidiary to the Contract and no extra pay will be given for this work. 30. EXISTING UTILITIES: It shall be the responsibility of the Contractor to determine the existence of, to verify locations, elevations, and dimensions of adjacent and/or conflicting urilities in order that adjustments can be made to provide adequate clearances. The Contractor shall preserve and protect public utilities at all times during construction. Any damage to utilities resulting from the Contractor's work shall be restored at the Contractor's expense. Public utilities shall be notified when proposed facilities conflict with existing utilities. Contractor shall contact the following utility companies 48 hours prior to doing work at any location: Lone Star Gas Meh-o (214) 263-3444 Southwestern Bell 1-800-344-8377 AT&T 1-800-878-8711 Marcus Cable 246-5538 Western Unson Cable (214) 939-1930 TU Electric 1-800-233-2133 City of Fort Worth Water Department (817) 871-8275 City of Fort Worth Transportation and Public Works Department (817) 871-8100 Special Provisions I� r ' � 31. CONSTRUCTION NOTES: The following Construction Notes shall apply to the project: ... 1. All sidewalk joints sha11 be installed as shown on the attached drawings of the sidewalk layout. Contractor shall install expansion joints at all existing driveway connections. No driveway '" approach or driveway replacements are reyuired unless approved by the Engineer. 2. All expansion joints shall be slip doweled using 24" #3 smooth dowel bars @ 18" GC with sleeve and grease on one end. Redwood boards shall be used as expansion joint filler. (See details.) � 3. All construction joints (flagging) shall be installed using 3116" wide tooled joints 3/8" deep. """ 4. No joint sealing is required for sidewalk construction. � 5. All sidewalk ramps shall be installed prior to sidewalk construction. 6. Subgrade shall be compacted to have a uniform density of not less than 95% of the maximum density as determined by ASTM D-698. 32. DESCRIPTION OF PAY ITEMS: A. NON-PAY ITEMS: FINISHING OF PARKWAYS: All applicable provisions of Standard Specification Item 108, "Finishing of Parkways" shall apply. Contractor shall excavate all areas between the back of curb and sidewalk per the City's standard details. Contractor shall prepare parkways for re-sodding by others. No direct payment will be made for this item, and it shall be considered incidental to this Contract. PREPARING RIGHT-OF-WAY. 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 Specificarion Item 100, "Preparing the Right- of-Way" and Item 102, "Clearing and Grubbing." No direct payment will be made for this item, and it shall be considered incidental to this Contxact. SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. No direct payment will be made for this item, and it shall be considered incidental to this Contract. PROTECTION OF FENCES. TREES. PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including fences, 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. No direct payment will be made for this itern, and it shall be considered incidental to this Contract. n � Special Provisions D-9 � � � PROPERTY OWNER NOTIFICATION: The Contractor shall provide flyers to all property owners adjacent to the proposed sidewalk locations. The notices shall be distributed a minimum of 5 calendar days prior to the start of construction on that street. Examples of these flyers are shown in the details. No direct payment will be made for this itern, and it shall be considered incidental to this Contract. PRE-CONSTRUCTION WALK-THROUGH: No detailed parkway surveys have been completed for these sidewalks. Therefore, the Contractor shall meet with the Engineer and the Inspector at the proposed sidewalk locations prior to construction. City representatives and the Contractor will field locate the proposed sidewalk locations based upon actual fieId conditions. No direct payment will be made for this item, and it shall be considered incidental to this Contract. B. PAY ITEMS: UTILITY ADNSTMENT: This item is included for the basic purpose of establishing a contract price comparable to the final cost of making necessary adjustments required due to improvements to water, sanitary sewer, and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utitity adjustments, neither does it confine utility adjustments to the amount shown rn the Proposal. It shall be the Contractor's responsibility to pro��ide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. PROJECT DESIGNATION SIGNS: The Contractor shall construct and install two (2) Project Designation Signs at the locarions approved by the Engineer. It will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The qualiry of the paint, painting and ]ettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the latest City standard detail. 'I'he 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 placed at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, fumishing the materials, supports, connections to the support, and maintenance shall be to the satisfaction of the Engineer. The signs shall include all materials, labor, equipment, tools and incidentals necessary to complete the work. r Special Provisions D-10 ►rl REMOVE EXISTING CONCRETE FLATWORK: All applicable provrsions of Standard Specrfications Item 104 "Removing Old Concrele" shall apply. Any saw cutting, removal, excavation, street repair, and haul off of removed material necessary for construction shall be subsidiary to the bid price for this item. Removal of flatwork for sidewalk ramp installation is not part of this pay item. The unit price bid per square yard shall be full compensation for furnishing all materials, labor, equipment, and incidentals necessary to complete the work. REMOVE EXISTING CLTRB & GUTTER: All applicable provisions of Standard Specifications Item 104 "Rernoving Old Concrete" shall apply. Any saw cutting, removal, excavation, street repair, and haul off of removed material necessary for construction shall be subsidiary to the bid price for this item. Removal of existing curb and gutter for sidewalk ramp installation is not part of this pay item. The unit price bid per linear foot shall be full compensation for furnishing all materials, labor, equipment, and incidentals necessary to complete the work. STANDARD CONCRETE 7" CURB & 18" GUTTER: All applicable provisions of Standard Specifications Item 502 "Concrete Curb and Gutter" shall apply. All concrete shall have a minirnum compressive strength of 3,000 psi at 28 days. The unit price bid per linear foot shall be full compensation for furnishing all materials, labor, equipment, and incidentals necessary to complete ihe work. 4" CONCRETE SIDEWALKS: All applicable provisions of Standard Specifications Item 504 "Concrete Sidewalks and Driveways" shall apply. All concrete shall have a minimum compressive strength of 3,000 psi at 28 days. The Contractor shall construct standard concrete sidewalks as shown in the details or as directed by the Engineer. The Contractor shall not remove any regulatory sign, instructional sign, street name sign, or other sign that has been erected by the City. The Contractor shall contact Signs and Markings Division, TPW (Phone 871-8075). Any excavation, compaction, saw cutting, removal, parkway grading, street repair, and haul off of rernoved material necessary for construction shall be subsidiary to the bid price for this item. Pay items are separated by total length of sidewalk installed along each street. Existing driveways, streets, and sidewalk ramps will not be considered as starting a new length of sidewalk when determining the appropriate pay item number for each street. The unit price bid per square yard shall be full compensation for furnrshing all rnaterials, application, curing, iabor, equipment, and incidentals necessary to complete the work. CONCRETE RETAINING WALL WITH SIDEWALK: All applicable provisions of Standard Specifications Item 518 "Retaining Walls" shall apply. All concrete shall have a minimum compressive strength of 3,000 psi at 28 days. The Contractor shall construct retaining walls with sidewalk as shown in the details or as directed by the Engineer. The unit price bid per cubic yard shall be full compensation for furnishing all materials, application, curing, ]abor, equipment, and incidentals necessary to complete the work. 6" CONCRETE SIDEWALKS AT DRIVEWAYS: All applicable provisions of Standard Specifications Item 504 "Concrete Sidewalks and Driveways" shall apply. All concrete shall have a minimum compressive strength of 3,000 psi at 28 days. The Contractor shall construct standard 6" concrete sidewalks across existing HMAC or gravel driveways as shown in the details or as directed by the Engineer. Any compaction, saw cutting, removal, excavation, parkway grading, and haul off of removed material necessary for construction shall be subsidiary to the bid price for this item. The unit price bid per square yard shall be full compensation Special Provisions D-11 � �� for furnishing al] materials, applzcation, curing, labor, equipment, and incidentals necessary to complete the work. HMAC DRIVEWAYS: All applicable provisions of Standard Specifications Item 312 "Hot-Mix Ashpaltic Concrete" shall apply. The Contractor shall replace standard HMAC driveways disturbed by construction as shown in the details or as directed by the Engineer. The driveways shall be 6" thick: 2" thick HMAC surface course, Type D, on 4" thick HMAC surface course, Type B. Any compaction, saw cutting, removal, excavation, parkway grading, and haul off of removed material necessary for construction shall be subsidiary to the bid price for this item. The unit price bid per ton shall be full compensation for furnishing all materials, application, curing, labor, equipment, and incidentals necessary to complete the work. FLEX BASE DRIVEWAYS: All applicabie provisions of Standard Specifications Item 208 "Flexible Base (Crushed Limestone)" shall apply. The Contractor shall replace standard grave] driveways disturbed by construction as sho�vn in the details or as directed by the Engineer. The driveways shall be 6" of compacted flex base. Any compaction, saw cutting, removal, excavation, parkway grading, and haul off of removed material necessary for construction shall be subsidiary to the bid price for this item. The unit price bid per square yard shall be full compensation for furnishing all rnaterials, application, curing, labor, equipment, and incidentals necessary ta complete the work. 6" CONCRETE DRIVEWAY APPROACH: Al] applicable provisions of Standard Specifications Item 504 "Concrete Sidewalks and Driveways" shall apply. All concrete shall have a minimum compressive strength of 3,000 psi at 28 days. The Contractor shall construct standard 6" driveway approaches as shown in the details or as directed by the Engineer. Any compaction, saw cutting, removal, excavation, grading, and haul off of removed material necessary for construction shall be subsidiary to the bid price for this item. The unit price bid per square yard shall be full compensation for furnishing all rnaterials, application, curing, labor, equipment, and incidentals necessary to comptete the work. CONCRETE SIDEWALK RAMPS: All concrete shall have a minimum compressive strength of 3,000 psi at 28 days. The Contractor shall construct standard concrete sidewalk ramps as shown in the details and as directed by the Engineer. Type 1 sidewalk ramps shall be constructed at intersections where 4' sidewalks are offset from the back of curb. Type 3 ramps shall be constructed at intersections where 5' sidewalks are adjacent to the back of curb. Use of Type 2 sidewalk ramps shail be restricted to locations where it is not feasible to use T'ype 1 or 3 and shall be paid for at the same price bid for Type 1 ramps. All grooved ramp surfaces (but not the sidewalk ramp wings or curbs) shall be colored with LITHOCHROME color hardener, stain, or equal. A brick red color, a dry-shake hardener manufactured by L. M. Scofield Company or equal, shall be used in accordance with manufacturer's instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Pay Item. The method of application shal] be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution. The Contractor may also use All applicable provisions of Standard Specifications Item 104 "Removing Old Concrete" and Item S02 "Concrete Curb and Gutter" shall apply. Any parkway shaping and grading, curb and gutter saw Special Provisions D-12 � e � cutting and removal, excavation, street repair, and haul off of removed material necessary for construction of sidewalk and ramps shall be subsidiary to the unit price bid for these items. Street voids caused by construction shall be filled with HMAC "Type D" mix for HMAC pavement per Item 312 "Hot-Mix Asphaltic Concrete". ._ The unit price bid for each ramp shall be full compensation for furnishing all materials, application, ' curing, labor, equipment, and incidentals necessary to complete the work. WATER METER AND GROLTND BOX ADNSTMENTS: This item shall include raising or lowering existing boxes to the parkway grade specified. No payment will be made for existing boxes that are within 0.1 feet of the specified parkway grade. The unit price bid for each water meter box adjustment will be full payment for all materials, labor, equipment, tools, and incidentals necessary to complete the work. MANHOLE ADJUSTMENTS: This item shal] include adjusting the tops of existing standard manhole rings and covers to match the proposed parkway grade as shown on the details. No payment will be rnade for existing boxes that are within 0.1 feet of the specified parkway grade. All appiicable provisions of Standard Specifications Item No. 450 "Adjusting Manholes and Inlets" and Item No. 406 "Concrete for Structures" shall apply. The Contractor shall be required to use Class "A" concrete except as modified herein. The maximum water cement ratio shall not exceed 5.5 gallons per sack. A Type "A" water-reducing admixture and a Type "C" set-accelerating admixture may be used to achieve the earliest possible concrete setting times. The use of a set-retarding admixture will not be permitted. The concrete will be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in 48 hours. If the concrete fails to reach the required 48-hour strength, the Engineer may direct that the concrete be redesigned as necessary to meet these requirements. 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 andlor exterior joints on concrete manhole sections, per current City Water Department Special Conditions. The unit price bid for each manhole adjustment will be full payment for all materials, labor, equipment, tools, and incidentals necessary to complete the work. SPRINKLER HEAD ADNSTMENTS: This rtem shall include relocating existing sprinkler heads and including supply piping for sidewalk construction. No payment will be made for sprinkler head adjustments except those adjustments determined necessary by the Engineer. The unit price bid for each sprink]er head adjusrinent will be full payment for all materials, labor, equipment, tools, and incidentals necessary to complete the work. TREE REMOVAL: This item shall include removing existing trees for sidewalk construction. The Engineer must - provide written authorization before the Contractor removes any tree. The unit price bid for each tree removed will be full payment for all materials, labor, equipment, tools, and incidentals necessary to complete the work. . _, � Special Provisions D-13 rJ L=i TREE ?RIMMING: This item shall include trimming existing trees for sidewalk construction. The Engineer must provide vvritten authorization before the Contractor trims any tree. The unit price bid for each tree trimmed �vil] be ful] payment for all materials, labor, equipment, tools, and incidentals necessary to complete the work. By ordinance, the Contractor must obtain a permit 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 right-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shail 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 publrc 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 Arboricutture. 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. REMOVE AND RELOCATE SHRUBS: This item shall include the removal and relocation of existing shrubs for sidewalk construction. The Engineer must provide written authorization before the Contractor relocates any shrub. The unit price bid for each shrub relocated will be full payment for all materials, labor, equipment, tools, and incidentals necessary to complete the work. REMOVE AND REPLACE DKA1N LINE (VARIOUS SIZESI: This item shall include the remova] and replacement of existing drasn lines for sidewalk construction. The unit price bid per linear foot will be ful] payment for all materials, labor, equipment, tools, and incidentals necessary to complete the work. HMAC SIDEWALKS: All applicable provisions of Standard Specifications Item 312 "Hot-Mix Ashpaltic Concrete" shall apply. The Contractor shall install HMAC sidewalks as shown in the details or as directed by the Engineer. The sidewalks shaIl be 2" thick HMAC surface course, Type D, on 3" thick flexible base. Any excavation, parkway grading, haul off of removed material, and compaction necessary for consiruction shall be subsidiary to the bid price for this item. The unit price bid per ton shall be full compensation for furnishing and installing all materials, application, curing, labor, equipment, and incidentals necessary to complete the work. 33. SIDEWALK LOCATIONS: An initial list of locations will be provided to the Contractor at the Pre-Construction Conference. A partial ]ist of locations is attached. IT IS THE INTENT OF THIS CONTRACT TO CONSTRUCT SIDEWALKS ANYWHERE WITHIN THE CITY OF FORT WORTH. The City reserves the right to increase or decrease the extent of the work, and make changes and alterations in the quantities and locations of work as may be considered necessary or desirable, and such changes and alterations shall not be considered as a waiver of the conditions of the contract, nor shall they invalidate any of the provisions thereof. The Coniractor shall perform the work as increased, decreased, or substituted, with no allowances made for any anticipated profits. Payment to Special Provisions D-14 u � P the Contractor for coniract items will be made for the actual quantities of work done and material furnished at the unit prices set forth in ihe contract. 34. WORK ORDERS: Work Orders wiil be issued to the Contractor for work to be performed under ,. . this Contract. A rninimum of 1,000 linear feet of sidewalk will be provzded on each work order given to the Contractor. The Contractor shall start construction within 10 working days of receiving a ' written work order. 35. CONTRACT: This Contract shall be an annual purchase agreement with the option of two (2) one- year renewals. Contract shall not exceed 365 calendar days following the date of the Contract nor exceed the total price, whichever should occur first. The Contractor shall be required to complete any work covered by a Work Order issued prior to the date of termination, but the Contractor will not be required to accept any work order for execution dated after the date of termination. At the City's option and the Contractor's concurrence, the Contract may be extended for another calendar year with a maximum of 2 renewals. � , � , � , � ' � L' 1 Special Provisions D-1 S �i PROSPECTIVE SIDEWALK LOCATIONS FOR YR 2000 CONTRACT '� . t� Limits Side o Length No. of Street Mapsco Street n, S.W. 1 From I To � � Ramps ' � l:ang Avenue �BV�l,X � ��e Ati� �: Rass r�ve; �t�� ( - I �. _ � _ _ Long Avenue 48W Angle Ave. NW 33rd South 1585 13 � - ' Lincoln Avenue 48W,62A 31st St. NE Long Ave. West 614 1 I, .. Refugio Ave. 48X,626 NE 31st St. Long Ave. West 681 2 Denver Ave. 62P 14th St. 15th St. East 637 3 Harwen Terrace 90J 4429 East 10 0 i� A Lubbock Ave. 90K 4429 East 20 0 �, Whittier 90J 3462 3500 North 97 0 � �, Southwesi Blvd 74S Brazos Kermit West 244 4 McCact Avenue 90P Covert Ave. Interstate 20 West 500 1 � Ridglea Ave. 741 Greenway Rd Curzon Ave. East 933 2 � Oakmont Blvd. 88V, 89S Oakmont Trl S. Hulen St. South 507 0 �� Greenlee Avenue 80F 6820 55 0 � Waterside Trail 36E,J Thompson Summerfield Blvd West 1309 8 � ' Heritage Place Dr. 3SH,M Thompson end of cul-de-sac East 1053 5 I � Meadowbrook Dr. 79C,D Stark Purselly North 1936 1 j Bluewater Lake Dr. 36Q 5412 Bluewater 5424 Bluewater South 152 0 i Meadowbrook Dr. 79C,D Meaders Purselly South 1107 6 Liberty 79K,P Calumet Willie West 562 4 ; Ramey Avenue 79N Hughes Ave. S. Edgewood Ter North 917 2 Miller Avenue 78M,R Ramey Ave. Avenue G West 2965 15 , Mille� Avenue 92D W. side MLK Frwy Killian East 347 2 4 November 1999 PROSPECTIVE SIDEWALK LOCATIONS FOR YR 2000 CONTRACT Street Altamesa Boulevard Hawkwood Trail McCart Avenue Virginia Place Dorothy Lane Goodman Avenue Libbey Avenue Clover Lane Forest Hill Drive Gardenia Street S. Riverside Samuels Avenue Samuels Avenue Biddison Street College Avenue Peach Street Jones Street Fair Park Blvd Ripy Street 1 � Ma sco Limits Side o Length So� f P Street (ft.) From To Ramps 1036 Hulen St. Kingswood St. North 1291 7 104K Creekwood Coldstream Wesi 1094 9 90W Ladona Dr. Springleaf Cir. West 381 4 75D 1200 1216 206 0 75D W 4th St. Camp Bowie West 1187 8 74R Bryant lrvin Littlepage South 400 1 74R Littlepage Bryant Irvin North 425 2 75H Collinwood Ave. Linden Ave. East 260 1 106C.G Lon Stephenson Everman City Lmt West 1930 4 92E,F EI Rancho Wschita North 2675 4 77U,Y E. Berry E. Mulkey West 2500 10 63S Peach Mayfield East 775 1 63S Peach Morrison West 1253 0 91A St. Lou�s South Freeway North 814 8 76M Magnolia W. Morphy West 231 0 63S Nichols Hays North 381 1 91A Biddison Ripy East 443 2 91G Seminary Dr. Blodgett Easi 1790 12 91 A Alice St. Jones St. South 666 6 TOTAL I 34933 I 149 , 4 November 1999 u PART E SPECIFICATIONS �t The City of Fort Worth's "Standard SDecifications for Street and Storm Drain Construction " will govern this project, except as modified by the Contract Documents and the plans. A copy of these Standard Specifications may � be purchased at the office of the Transportation and Public Works Director, 1000 Throclanorton Street, 2n° Floor, Municipal Building, Fort Worth, TX 76102. "Stancfard SDeci�cations for Public Works Construction ", latest edition, as published by ihe North Ceniral Texas � Council of Governments (NCTCOG) shall cover any remaining items not included by the Fort Worth or TxDOT Standard Specifications or modified specifically by the plans or Con�act Documents. , 1 1 r � � � � � A SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION tor SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) 1. SCOPE This specification for 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 GOV ERNMENTS. 2. DESCRIPTION This specification for silicone joint sealing shall apply to, but shall not be limited to, all Portland Cement Concrete street pavement and curbs. 3. MATERIALS 3.1 '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 Engineer certification by an independent testing laboratory that the silicone joint sealants meet these requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum rivo-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. T'he silicone sealant shall be cold applied. 3.3 Self-Leveline Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an approved equal. Self-Leveline Silicone Joint Sealant for Asvhalt Table III Self-Leveline Joint Sealant Test Method As Supplied **** MIL-S-8802 ASTM D 1475 ***� **** **** Test Non Volatile Content, % min. Extrusion Rate, grams/minute Specific Gravity Skin-Over Time, minutes max. Cure Time, days Full Adhesion, days Reauirement 96 to 99 275 to S50 1.260 to 1340 60 14 to 21 14 to 21 Silicone Joint Sealant For Concrete Pavement Page 1 of 3 � As Cured — After 21 Days at 25°C. (77°F.) and 50% RH ASTM D 412, Die C Mod. Elongation, % min. 1400 ASTM D 3583 Modulus @ I50% Elongarion, PSI 9 (Sect. 14 Mod.) ' ASTM C 719 Movement, 10 cycles @+ 100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect. 14 Mod.) , ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600 (Sect. 14 Mod.) 3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond "' breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in �� the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and 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. 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the "Construction Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy" joints, the inirial 1/4-inch width "green" saw-cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to 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 shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the weather shalE not be inclement and the temperature shall be 40°F. (4°C.) and rising. 5. EQUIPMENT �, . 5.1 The Coniractor shall furnish all necessary equipment. 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: +� 5.2 Concrete Saw: T'he sawing equipment shal! be adequate in size and power to complete the joint sawing to _ the required dimensions. 5.3 Hieh Pressure Water Pumn: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 5.4 Air Comoressors: 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 fu into the saw-cut joint. 5.5 Extrusion Pumn: The output shall be capable of supplying a sufficient volume of sealant to the joint. 5.6 Iniection Tool: This mechanical device sha11 apply the sealant uniformly into the joint. 5.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 5.8 Backer Rod Roller and Toolina Inshument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 6. CONSTRUCTION METHODS 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations ,- Silicone Joint Sealant For Concrete Pavement Page 2 of 3 A 0 � ,�,r 6.2 Sawine Joints: The joints shall be saw-cut to the width and depth as shown on the "Construction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 6.3 Cleanine Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high-pressure water. 1'he water flushing shall be done in one- � direction to prevent joint contamination. � When the Contractor elects to saw the joint by the dry method, flushing the joint with high-pressure water may be deteted. 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 sandblast will be duected at an angle of 4S degrees and at a distance of one to two inches from the face of the joint. Both jouit 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. 6.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not 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 joinis 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. 7. WARRANTY �, The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor � shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT � No payment will be made for this subsidiary pay item. Contractor shall furnish all materials; prepare, deliver, and apply sealing materials; and provide all labor, equipment, tools and incidentals necessary to complete the � silicone joint sealing in confomuty with the plans and these specifications. Silicone Joint Sealant For Concrete Pavement L7 Page 3 of 3 PART F � . CERTIFICATE OF INSURANCE CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ' EXPERIENCE RECORD ,. EQUIPMENT SCHEDULE � PERFORMANCE BOND AND � PAYMENT BOND � �� ' � __ _ , .. __ _ . ��; "� '� . � r L . � � Atlantic Alliance FIDELITY AND SURETY COMPANY SURETY DISCLOSURE STATEMENT AND CERTIFICATION Pursuant to N.J.S.A. 2A:44-143 Atlantic Alliance Fidelity and Surety Company, surety(ies) on the attached bond, hereby certifies(y) the following: 1) The surety meets the applicable capital and surplus requirements of R.5.17:17-6 or R.S.17:17-7 as of the surety's most current annual filing with the New Jersey Department of Insurance. � 2) The capital and surplus, as determined in accordance with the applicable laws of this State, of the surety(ies) participating in the issuance of the attached bond is (are) in the following amount(s) as of the calendar year ended '' December 31, 1998 which amounts have been certified as indicated by certified puUlic accountants KPMG Peat Marwick LLP, 757 Third Avenue, New York, NY 10017. � �_ � r � r �_ SuretV Company Atlantic Alliance Fidelity and Surety Company Capital Surplus $4,361,596.00 3) With respect to each surety participating in the issuance of t11e attached bond that has received from the United States Secretary of the Treasury a c�rtificate of authority pursuant to 31 U.S.C. 9305, the underwriting limitation established therein and the date as of which that limitation was effective is as follows: Surety Company Atlantic Alliance Fidelity and Surety Company Limitation $436,000 4) The amount of the bond to which this statement and certification is attached is $ Dai� June 30, 1999 697,175.00 5) if, Uy virtue of one or more contracts of reinsurance, the amount of the bond indicated under itetn (4) above exceeds the total underwriting limitatwon of all sureties on the bond as set forth in items (3)(a) ar(3)(b) above, or both, then for each such contract of reinsurance: a) The name and address of each such reinsurer under that contract and the amount of that reinsurance participation in the contract is as follows: NAC Reinsurance Corporation One Greenwich Plaza P.O. Box 23568 Greenwich, CT 06904-2350 , , General Reinsurance Corporation Financial Center, 695 East Main Street P.O. Box 10350 Stainford, CT 06904-23�0 � 30°6 of any exccss of loss 70% of any excess of loss Limitation $ 67,337,000 �534,503,000 ;and b) Each surety that is party to any such contract of reinsurance certifies that each reinsurer listed under item (5)(a) satisfies the credit for reinsurance requirement established under P.L1993, c243 (C.77:51B-1 et sey.) and any applicable regulations in effect as of the date on which the bond to which this statement and certification is attached shall have been filed with the appropriate public agency. CERTIFICATE I, Sharon Dorsey , as Attor }-in-fact for Atlar�tic Alliance Fidelity and Surety r Company, a corporation domiciled in r:ew Jersey, DO HEREBY CERTIF' t iat, to the best of my �CnoM�ledge, the faregoing � statements made by r.�e are true: and ACKNOINLEDGE that, if any of tho ; te �ents are false, tF is bo�d is VG?J. ��`�.,(°�- , J �'�'�'`�1 �--t-t Sharon Dorsev, Attorncy-in-fact ! ,. Dated this 7th .__ day of March , 20 00 (Title) 1 afiles\aa\genadm\ nj_disrlosureStmt.d�e. � r � � N�. 924672 A�I�ntic Alli�nce , �,�� , ,.� ,,. ,,<<�,>.;,��. Mount Laurel, NJ POWER OF ATTORNEY KNOW ALL M6IV BY THESE PRESENTS: That Atlantic Allianre Fideliry and Surery Company, a corporation organized and existing under the laws uf the State of New Jcrscy, docs hcreby cons[itule and xppuint Jeanie Williams, Ric W. Stewart, Sharon Dorsey iis truc and lawful attorney(s�-in-fact to execute, seal and deliver for and on its behalf as 5urety, �ny �nd all bonds and midertakings, conu'acts of indemnity and other u�ritings oblig�tory in the nawre thercof, which are or may be allowed, reyuircd or pennitted by luw, stawte, rule, regulation, contrac[ or olherwise. The execution of such instrumen[I�1 in pursuance of these presents. shall be as hinding upon the said Adantic Alliance Fidelity and Surety Company as fully and :�mply, to ull intents and purposes, as if �he sam� hud becn duly executed and acknowleciged by its regularly elected ofticers at the principxl olfiee. This Power of Atlorney is executed and may be certitied so, und may be revoked. pursuant to and by authoriiy of Anicle IV, Section 3 ot the By-Laws adopted by thc Board of Dirertors of Adantic .411iance Fidelity and Surety Company at a meeting held on the IOIh day of November 1998. The President, or any Vice Presiden[. acting with any Secretary or Assistant Secretary. shall h�ve power und authority: (I) T(i appoint Altorney(sl-in-fact, and to authorirc them to execute on behalf of the Company, und attach the 3eal of the Company thereto, bonds and undertakings, cuntracts of indemnity and other writines obligaton' in the nattue therec�f, and (2) Tu revoke, at any timc, any such Atrorney-in-fuct and revoke thc uut�hor(ty �_i��cn. Further, this power of Attorney is signed and sealed by fhcsimile pursua�it to resoluhon of the Bo:trd �f I�irecicirs of said Company adopted at a meeting duly c211ed and held on the IOth day of Nuvember 199A, of which the lollo��ing [s u true ezc�rpt RESOI.VED ihat the sigouture of any authorizc� ufticer anci t6e �s�al of the Compaoy ma}� hr aftized by fxcsimilc to any Power of Attorney or czrtitication thereol au[horizing the execution �nd deliver� oi an� bc�nd, under[uking, c��nrcacls ql indemnit} anJ othzr writings oblig�tory in the nature theruf: ancl tiuch signaturc and scal whcn so used shall have the same foicc :uid cfteci as thou�h inanualh� ;�fli.�ed. ,�'��¢ ��Fr e� r � 4 � � � �. . J�tl�tiLJC AI�I�R'ICC y��e � � �EASfk �� , n � �y+EY J. C{��\ � �r F 2�T�'�� w �._ * • p'�'HL�Ct " '�w,�/' IN 1�'ITNL•SS W HEK[:Of', Atlantic Alfiance Fi�eli�y and Snrcly Cumpany has caused this insh'ument to be signeJ �nd its corpurure ,ca3 t�,> he aFfixed by its authorized utticer, this 3rd day' ot Janaary, 2000. A71.AN7'iC A[.�.IANCE Lri'Y ANL7� Sif�E'Z"a' �C3MPANY STATEOT NI:W 9��RSL�Y Coaoouy Ort Buxl'angt�n � 1_.irs '�,4. r�n.1�r:.uri. !'retiul�n0. On ihis 3rd day oPJanuary 2000 before mc camc the indiviilual who executeJ the preceding instrument, to me persi�nally known. and being bV me duly su�orn, said that hc is the �hercin descnbed and authorized officer of the Adantic Alliance Fidcliry �nd Surery Company: that the seal aftixed to said instrument is the Corporate Seal of said Company; that lhe said Corpor�tc Seal and his signuture were duly affixed by ord�r of the Bourd of Directors of said Cump�ny. � � IN WITNESS WHEREOF, I ha��c hcrcunto sc[ tny hand and aft]xed my Ofticial Seal, at the Atlantic Alliance Fideliry and Surety Company offices Ihe duy and ycar tirst ubove writtcn i)ARLEY J. I.OWE Notary Publir of New Jzrsey �1y Commission Expires October 13, ?003 � � � � ' � �,, � � f 1, Gail E. L;��ham. Secreiary of the Adantic Alliancc Fidelity and Surety Cc�mpany, du hereby certify that the above and forzgoin� is a �rue anii correct copy ot a Puwer of Attorncy executed by ATLANTIC ALLiANCE F[DELITY AND SURETY COMPANY, which is s�ill in full f'orce and eftect. IN WITNESS V✓HEREOF. 1 h�ve thereunto set mv hand xnd attached thc seal of said Company this 7 day of C�1 ?0 �� Gail F. Latham, Sccrctary �'° s"�F'y '�/ "'��'�'a " � � b� Atlan[ic Alliance ��e �� fRSE'� '�/� WARNING: "This Power of' Attorney is printed on safely paper with a blue background and red sequentixl numberin; on �he upper right-han �tier." � � . �� ar� hrl. Ande�sna, Prctiidcnt ]f thc obliocc hais any yuestion on the v�lidity of this Power of Attorney, please call the Adamic Alliance Home Office for �erilication (800) 795-5508. AA 21 l i � Ccrtiiicd Cop� � POWER OF ATTORNEY From GENERAL REINSLIRANCE CORPORATION � FINANCIAL CENTRE, STAMFORD, CONNECTICUT 069U4 h'nuii� A!1 Nlen f�l> Tltese Present.�: That the GENERAL REINSURANCE C0RP0RATIUN. a corporation organized and e�isting under thc la«s of the State of Dela�care. ��ith Executi��e OfTices at Financial Centre. Stamford. Co�u�ecticut. does hereb�� nominate. constitute and appoint Jeanie r1 VVillian�s. Ric Vc'. Stc�� art. Sharo�� N. Dorse� all oI� Uallas. Tcxas -------------------------------------------------------------------------- its true and la��ful Attorney(sj-in-fact �a�ith full po��er and authoriri lo make. execute and deli��er, for and on its behalf as suret� . and as its act and deed, am and all bonds or undertakings - including consents Ill COIl11eCUO11 there�vith -�vhich arc ��•ritten on a co-sureh� basis and dul� executcd b� Atlantic Alliance Fidelit� & Suret� Compan� --------------------------------------------------------------------------------------------------------------------- " as a co-sureh : pro� �ded the co-suretv share of General Rcinsurance Corporation on am single bond sl�all not cxcced rTluce Million ($3.(100.f1U0) dollars --------------------------------------------------------------------------------------- 4.• � and the cxecution of such bond('s). underiaking(sl. or ��-riting(s) obligaton. in pursuance of these presents_ shall be a s bindin� upon said Corporation. to all intcnts and purposes, as if� dul� executed b� the Presidenl or- Vicc President of'the Corporation. sealed ��ith its corporate scal, and attesicd b�� its Secretan or Assistant Secrctan: � and said Corporation hereb� ratifies m�d coniirms the acts of said .Attorne��(sl-in-fact donc pursuant to the prn�cr and authont� herein g��en. This Po��er of Attorne� is made and e�ecuted b� authonl� of� the By-la��s of� said Corporation of ��hich ihc follo��in� excerpt is a tnie and e�act cop� . ":1RTICLF. \'I. S�CTIOti G.O] ExeeuUon of Instn�meni� (�enzrall� Tli� Chaimian ut tha 13oard, th� f'resident. an� �'ica lhasidan�. th� S�cretan or th� l roasurer m�t• entar intu am contrart or �xrcut� and dcli� er an� intitniment in the n;un� and on hch:il�� of the Corruratiun. 'I h� lioani � ol llirccturs ma� authonze any ollircr or oHicrn. or agent or a�cins. io cni�r intn am contract or «ceui. and deliver am ins�nim�•nt in thr n:imc and �m h�h:ill�ofth� Corporation. and su�h authunzauon mav he �,rneral ur conlincd �u sr�cific in�tancc` " � All ��o��cr and authorih� hcreb�� cunfcrrcd shall hcrcli� cxpirc and tcrmina[c ��ithnut noticc .it mi�lni�ht of thc 19th da�� of Anril , 200? as respects c�ecutions subseyu�nt theretu. l�t �fih�e.c.s «7tcreo�.' Thc GENERAL REINSURANCE CORPORATION has caused thesc presents � to be signcd b� �ts Vicc President and its corporate seal to be affixed this 19th da� oC April. 19��9 � , � 1 �•-��..,� � CONTRACTOR COMPLIANCE WiTH WORKER'S COIVIPENSATION LAW � u Pursuant to Article 8308-3.?3 of Vernon's Annotated Civil Statutes, Contractoc, W'estthill Construction, Ine. � certities that it provides worl:er's compensation insiu�ance coverage for all of its employees employed ` on City of Fort Worth project Annuxl Contract for Sidewa�lk Improvements, project number,GG01- �. 0202�01. ,� L. B � � Y: � r STATC OF TE�AS 3 COUNTY OF TA1tRANT 3 i��C 5 i OQ e n"�" Title �?��--�� nat� (� BEFORE ME, tlie undersigned authority, on this day personally appeared � ��?�',� � .S , known to me to be the person ' �L'�li)SC: 11�1[Ile 1S SLI�SCf1�1l;C� i0 tllZ t01'��0111� Il1SiClllllelli, �il1C� �1C�<110��'IeCi�C:C� t() 111C tll�li �ll' C\tCLlli',Ci ille SZlll� 1S � ` �l the act and deed of ��._J�-�� h�� l� rZ �,�rrr ,t�Q ►� , tor r ` the p�uposes and considerations therein expressed and in the capacity therein stated. I. r GIVEN UNDER MY HAND AND SEAL OF OFFICE this -��`"' day of ,. �� 4�y � �r G ��.-�- � fY�h 1 -- - �' �c'�'�� _ .� . � � , . .�- _ - ,., 0 ��ary Public in and I-or thc State of 7exa5 � (aj Contractor agrees to provide to the City a certificate showing that it has obtained a policy .. of workers compensation insurance coveriilg each of its e�nployees on the project in compliance , with state la�v. No Notice to Proceed ��ill be issued until the Contractor has complied with this section. . (b) COIIiT�Ci01' �igrees to require each �lnd ever}� subcontractor �vho �vill perlurm �vork on the project to pro�-ide to it a certiticate from such subcoiltractor stating tlzat tlle subcoiltractor h�is a ^ policy of �vorl:ers compensation insurance c�vecin�� each employee employed on the pcoject. '� Contractor will not permit any subcontractor to perform �vork on the project until such certificate � has been ac�luired. Contractor shall provide a copy of all such certiticates to the City. A:13WORKCOM.FRM rr � EXPERIENCE RECORD � � List of projects your or�anization has successfully completed: Amount Of Contract Type of Work Date Accepted Name and Address of Owner Award I�'l�tity� +��C'''�.lv`�� C�a��2e�c, ; ��u'i �2��c�Ts ��d� C'.I ll c,s i��t�c.�d� t�,iP(a t�t�.+�t� ,(,�-�Utt =7�, l�u.cs j, �c.%c.� �Tz.slC� ��+'�L�G�� C " ,M �' ' C) ,�f,�� • List of projects your organization is now engaged in completing: Amount Of Contract Award 1 �� Du� �f`�+F�i3� �P/It��L. ¢�j�DY�U Type of Anticipated Work Date of Completion /��_� 1`3�r.�'��'� ��,1c � �' � 'C�ir1 r/1a4-�T ,�"'r � � ,�9,�„��►,��.,. �c�r�"e, �',ta,�l��.4�� 0-�15� - ,��,�.t.AC.. �C�1C. _��l�� C 1 � � � �C�1�4 �! C�v.�1��c. �� - � List Surety Bonds in force on above incomplete work: Date of Contract Award Type of Work Amount of Bond Bond A�l � ��. �r��r��. ��^:� ��:�.�� Name and Address of Owner �7r �'� �z� �--�7 ls-�o.27 ff �A 7� 1�.�1'T c� �T� � � �",�r �i3�' O� l��t�.t�c� �'Gs�G14� ��. L"�li� O� ��", Name and Address of Suret,y !�%llr.�1�� i-�'4.�, �c�.-�T �},��, � .± i1� � F-3 a EOUIPMENT SCHEDULE List of Equipment owned by Bidder that is in serviceable condition and available for use: � ��4 �'�� ! 1'2_cs'�Lr�� +yl�.��►+�'ra� l�iC �T v.�S ?��e�-�'�a.c'� �.�r.,: s ' � , � Portions of work Bidder proposes to sublet in case of Award of Contracts including amount and type: r�°�d��dZR�T !J`Lu�afG[I.�4 �tl�Lyl - �-��rt� lR�r-�t�' r � , � � i � r � F-4 r NERFORI�IANCE BOND �, � � � THE STATE OF TEXAS COUNTY OFTARRANT BOND NO. A75-02-34-00 ISSUED IN SIX ORIGINALS KNO�'�' ALL 1�1EN B�' THESE PRCSENT: That �ve ( I) Westhilf Construction, Inc. (2) Companv of Tesas hereinafter called Principal and (3) Atlantic Alliance Fidelity and Surety Company , a corporation organized and esistin`, under the laws of the State and t�ully authorized to transact business in the State uf Tezas, as Suret}�, are held and firmly bound unto the City of Fort �Vorth, a municipal corporation or��anized and esistin�, under the la�vs of the State of Texas hereinafter called Owner, in the penal sum of: Sis Hundred Ninch� Se��en Thousand One Hundred Seventv Fi��e and No/100 Dollars �' 5697,175.00 Dollars in lawful money of ihe United States, to be paid in Fort Worth, Tarrant County. � TZ.l'AS, tOC the payment of which sum ��ell and truly be made, we hereby bind ourselves, our heirs. e�ecutors, administrators, and successors, jointly and severally, tinnly by these presents. THE COND[TION OF THIS OBLIGATION is such that �Vhereas, the Principal entered into a certain contract �vith the City of Fort Woi-tll, the O��ner, dated the lst d�y of FebruRry , 2000 , a copy of �vhich is hereto attached ancl made a part hereof, for the construction of: �nnual Contract for Sidewalk Improvements designated as Project Number GG01-0202�01 , a copy of �vhich contract is hereto attached, referred to, and made a part hereof as fullv and to the same extent as ifi copies at len��th herein, such project and construction being hereiilafter referred to as the "work". NO��' THEREFORE, if the Principal shall well, trul_y and faithfull}' perform ihe work in accordance with the plans, specitication, and conu�act ducumei�t during the ori��inal tenn thereof, and anv e�tensions thereof �vhich may be `,ranted by the O��ner, \�llll OI' WICIIOUT notice to the Suret`-, 1IlCI if he S�1Q�� SIIiISt�' 1II C�11I115 tlllC� C�eI11�lI1C�5 IIICUI'I'eC{ llllC�el' SUC�I COllil'�Ct, �lllt� shall full�� indemnify and SQVe IIaI'I11IeSS tlle OWIIeC ff0171 1�� COStS 111(1 Cialll3`.T,z5 ��IIC�I 1[ Illati' SlltteC �V Ce1S011 Of ttil�Ufe i0 ci0 SO, 811d shall reimburse and repay the o�vner all outla� and ezpense �vhich the O�vner ma� incur in makin, good 1nv default, then this obli�_ation shall be void; other�vise to remain in full force and effect. PROVIDED FURTHER, that if an�� le�al action be filed upon this bond, venue shall lse in Tarrant County, State of Tetias. AND PROVIDED FURTI-IER, that the said Suretv, for value received, hereby stipulates �nd a�rees that no chan��e, extension ot time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specitications accompanyin�� the same shall in an�� wise affect its obliQa[ion o�� [his bo��d, and it does herebv waive notice of anv such chan�e, exteitsion of time alterltion or addition to the tenns of the contract or to the work or to the specifications. A:14PERBOND.FRM IN �VITNESS WHEREOF, this instrument is esecuted in 6 Counterparts each one of which shall be deemed an original, this the lst day of Februar�� , 2000. Westhill Construction, Inc. Principal (�I) L ATTEST: ��D "'�► �S��'C�h (F�•is}cip�l) Secretary� � (SEAL) 8000 Midlantic Dr., # 410 North (Address) Mt. Laurel, NJ 08054 ATTEST: (Surety) Secretary 1� ("�'�A � , ,�r , �� V�Jitn�ss as to '�ureky � Ly: '� �1�� f y�l�=�t� c1�5 -- ��Z c S . (Printed Name/Title) P. 0. Boz 2016 .aDDRESS Cleburne, Texas 76031 CITY/STATE/ZIP Atlantic Alliance Fidelity and Surety ( S u rety) Company i � / �� --�"`�, /,� �, � . •�, � ,- '_ ' �' `� � (Attorney-in-Fact) (5) Ric W. Stewart, Attorney-In-Fact (Printed Attorney-in-Fact) DGIe of l3orrd mii.s! no[ be �rior ro cia�e of ('onrruc! ('orrecr ntlme nf Coitlrocror I Corporarion u Paruterslrrp or unc( !n�lrvid�iaL as cuse muy be C'orrect ,4rurie of Strrety I((�onlrrrctor is partnersl�rp u(l Purmcr� should esecu�c hond -I rrirc cop� of Pmrer oJ.4 rtorney shu!! be artucl�ecl !o bond hy ; l t�orne�-ii�-l-ac! � � � THE STATE OF TEXAS COUNTY OF TARR.A�1T PAYMENT BOND BOND NO. A75-02-34-00 ISSUED IN SIX ORIGINALS KNUW ALL ��1EN [3Y THESES PRESGi�TS: That �ve, Westhill Construction, [nc. a � corporation of Tarrant County, Texas , hereinaFter c111ed Principal �il� �;� Atlantic Alliance F'idelity and Surety Company � � � , a corporation ur�anized and existin�, under the laws of the State and fuliy authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation oraanized and existin�� under the la�vs of the 5tate of Tetas, hei-einafrer called O�vner, and unto all persons, tirn�s, and corporations who may furnish materials for, or perform 116or upon, the building or improvements hereinaFter referred to in the penal sum of: Six Hundred Ninetv Seven Thousancl One Hundred Sevenh� Fi��e und No/lU0 Dollars $697,17�.00 lawful money ot�the United States, to be paid in Fort W'orth, Tarrant County, Tesas, for the payment of which sum well and truly be made, �ve bind ourselves, our heirs, executors, administrators and successors jointly and severally, tirmly by these presents. �. THE COND1TlON OF THIS OBI,IGf1TION is such that Whereas, the Principal entered into a � certain contract with the Cit}' of Fort Worth, the Owner dated the lst dav of Februar�� , 2000, a cop� of which is hereto attached and made a part hereot: for the construction of: � Annual Contract For Sidewalk Improvements desi;nated as Project Number GGUI-0202�01 copy of which contract is hereto attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, � such project and construction beina hereinafter referred to as the "works". � � THIS BOND IS MADE AND E�ITERED into solelti for the protection of ail claimants supplyin; labor and material in the prosecution of the worl: provided for in said Contract, as claimants are detined � in said Article 5160, and all such claimants shall have a direct ri;ht of action uiider the bond as provided in Article 5160 of the Revised Civil Statutes. � NO�V, THEREFORE, the condition of the obliaation is such that, if the Principal shall promptly make payment to all claimants as detined in Article � 160 of the Revised Civil Statutes of Texas, suppl} in; labor and materials in the prosecution of the ��ork provided for in S1Id COII[I'BCi, then this Obll�?1i1011 SIIaII �e IIU�I 1llt� �"OIC�, 0[Ilel'1VISe IT SI11II I'e1111111 IIl tUII t01'C� �IICI eff2Ci. � � PROVIDED FURTHER, that if 111y I�ac1� 1CT1011 be tiled upon this bond, venue shall lie in Tarrant County, State of Texas, and that the said Surety, for value received, hereby stipulates and a�rees thlt no chan�,e e�tension of time, alteration or additi��n to the terms of the contract or to the work to be performed thereunder or the specitication lccompanyin� the same shall in any �vise �ffect its oblivations on this boncf, and it does hereby �vaive notice of any such chan�ye, extension of time, alteration or addition to the terms of the contract or to the �vorl: or the speciticA[IOIIS. PROVIDED FURTHER, that no tinal settlement Uet�veen tl�e O�vner anil the Contractor shall abrid��e the ri�ht of any beneficiary hereunder whose claim shall be ui�satistied. A:15PAYBOND.FRM Y ' � � r IN WITNESSETH WHEREOF, this instrument is executed in 6 counterparts, each one of �vhich shall be deemed an orc,inal, this the lst day of February . 2000. ATTEST: ��S) �'� (Principal) Secretary `3 (SEAL) 8000 Midlantic Dr., # 410 North (Address) Mt. Laurel, NJ 08054 ATTEST: (Surety) Secretary Westhill Construction, Inc. Principal (�4) '�i f3'�C: � o �� N�r,r c.�� — �� , (Printed Name!Title) P. 0. Box 2016 ADDRESS Cleburne, Texas 76031 CITY/STATE/ZIP Atlantic Alliance Fidelity and Surety (Surety) �ompany � �� ' • --+�� .�'�� ,�, 8 } : , ��•r•'w� �Attari�e^�•-isl-Fact) (5? Ric W. Stewart, Attornev-In-Fact (Printed Attorney-in-Fact) Uure o� Bnnd must ��ot oe prior ro du�e �f Conrrucl Cnrrec! nume ojConrra; mr A Corporalion. a f'crmership or iurd lnc(iti�iducd. u.r ccrse mut be C orrec! :�unrc n1.Sui�c q. /� ('ontrac�nr is Pirrrnership all Purrners s/rould r.r�-crur bard � : � Atlantic Afliance ��,�;,��.. ,�.�>;� :,-�, ��,�,,,.,. Mount Laurel, NJ �' POWER OF ATTORNEY , � � N�. 924652 KNOW ALL MEN BY'CHESE PRESENTS: That Atlantic Alliance Fideli�y and Surety Company, s corparation or�anized and existing under the laws of the State of New Jersey, docs hereby constitute and appoint Jeanie Williams, Ric W. Stewart, Sharon Dorsey its true and lawful attorney(s)-in-fact to execute, seal a�d deliver for �nd on its behalf as surery, any and all bunds and undertakings, contracts of indemnity and other writings obligatory in the nature themof, which ure or may be allowed, rcyuircd or permitted by law, statute, rule, regulation, contract or utherwise. The execution of such instrument(s) in pursu�nce of these presents, shall be as binding upnn the said Adantic Alliance Fideli[y and Surery Company as fully and amply, to all intents and purposes, a� if the same ha�i been duly executed and acknowledged by ils regularly elected officers at the principal office. � This Power of Attomey is executed and may be certified so, and may be revoked, pursuant to and by authoriry of Article IV, Section 3 of the By-Laws aJopted by the Board of Direcrors of Adantic Alliance Fideliiy and Surety Company at a meeting held on the IOth day of November 1998. The President, or any Vice President, ac�ing with any Secretary or Assistant Secretary, shall havc puwer and authority: (1) To appoint Auorneyls)-imfact, and to authorize [hem to execute on behalf of the Comp�ny, and attach [he Seal of �he Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory• in the ii�turc thereof. .��id (2) To revoke, at any time, any such Atromey-in-fact and revoke thc authorit� grvcn- Further, this power of Attorney is signed and sealed by facsimile pursuam to rc�oluti�n of che Board of Directors of said Company adoptcd at a meeting duly called and held on the IOth day of November 1998, of which the following ia a true excerpr RESOLVED that the signa[ure of any authorized ufficer and the seal of the Comp�ny mav be aftixed by facsimile to any Power of Auorney or certification thereof authorizing the execution and delivery of any bond, undenail:ing, contractt o1' indemnity �ind �xher wri�ings obligatory in the nawre therof; and such signature and seal when so used shall have thc �aroe force and etl'ect ati thi�ugh inanually ai'fixed. �'Np su+�ry � { �o � �� f' G Atlantic Alliane�r s ��4y ��EflSfK �g� IN WITN�:SS WHFRFOF Atlantic Alliance Eidelit} and Surety Company has caused this instrument to be signed and its c��rparate seaf to be aftlxed by its authunzed nificer, this 3rd day �f January, 2000. ATl.11hTiCf�ILLfrINC' � _ -L9�fl` ,�1NS� ti4_fRFT�" ('{?hi'f'r'Ii�ll' 3TATE OF NEW JEKSEY Countl irf Nurlington � �� I.arti hi. �tniitrwiiit, f'rc�idenf On this 3rd day of Janu�ry 2000 before me came the individual who executed the preceding instrument, to mc personally known, and being by mc duly sworn, said that he � is the therein described and authorized ofticer of the Adantic Alliance Fidelity �nd Surety Company; that �he se�l �ftixed w said inswmeni is the Corporare Seat of said Company; Ihat the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. Y.�d � � /�y�Y J. ta�� r ,� �piA.y� � _,_ * A�B L�� '"�''�,,�a�`.� IN WITNESS Vl'HEREOF. 1 havc hcreunto set my h�nd and affixed my O�cial Seal, at thc Ad�ntic Alliance Fidelity and Surety Company offices the day and year first above written DARLEYJ.LOWE Notary Public of New Jersey My Commission Expires October 13, ?003 !� �' r �`�'� w � • (, Gail E. Latham, Secretary of the Atlantic Alliance Fidelity and Surety Cumpany, do hereby certify th�t the above and foregoing is a true and correct copy of a Power of Aitorney executed by ATLANT[C ALLIANCE FIDELITY AND SURETY COMPANY, which is still in full furce and effect. IN WITNESS WHEREOF, I have thereuntu set my hand and uttached the seal of said Company this 1 day of ruary Z�7 a� � *No suRe�r \ � c� � S�� [ , i 1' Gail E. Latham, Secretary � rt WARN[NG: "This Power of Attorney is printed on safety paper wilh a blue background and red � AtlanCIC Al11df1Ce sequendal numbering on the upper nght-hancl,ccSther." --� y�� rrse� ��a'� .sr � - I �l �.fa'1 �_i�r4 M. Anclek�ftan, President �-' If the obligee has any quescion on the validity of this Power of Attorney. please call the Adantic Alliance Home Office for verification (R00) 795-5508. C7 � Q a ■ � s r �r !s � F� U � E� z O U t � �.� r �� CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT THIS agreement made and entered into this the 1st day of February . 200Q by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of December, A.D., 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter termed Owner, and Westhill Construction, 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: � � � � � ANNUALCONTRACTFOR CONCRETE SIDEWALK IMPROVEMENTS Designated as project number, GG01-0202501 & C115-020115038119. 2. That the work herein contemplated shall consist of furnishing as an independent contractor al{ labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with all the Plans, Specifications and Contract Documents prepared by the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans, Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. .� � 3. ��+�a�� `r;� �� '�►�� G- I �f�1' �. � ��'�l� h, � .. '.'J�I•Jl.L � • � ` The Contractor hereby agrees and binds himself to commence the construction of said work .. within ten (10) days after being notified in writing to do so by the Transportation and Public Works Department of the City of Fort Worth. � The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and r approva{ of the Transportation and Public Works Department of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 365 calendar days. If the Contractor should fail to complete the work as set forth in the Plans, 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 $ 315.00 per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete the same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 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 anv such iniurv, damaqe or death is caused, in whole or in aart, bv the neqliqence or alleqed neqliqence of Owner, its officers, servants, or emploVees. Contractor . likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and Lall 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 injurV or damape is caused in whole or in part by the neqliqence or �.; alleqed neqliqence of Owner, its officers, servants or emploVees.. �In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or � � G-? I-; � I�'�- .'"�.� :�''i: ii -'_'U��' � \.r • \ .J �'v �+�-��bf �"�'.c�� °' ��' r �_�V lr'� U 6, ` � l/Yia (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. �� The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be One Hundred Percent (100%) of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. « �' Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid - work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by Contractor and accepted by the Owner and receipt of � invoice from the Cont�actor. The agreed upon total contract amount (including/excluding) alternates _ shall be: Six Hundred Ninetv Seven Thousand One Hundred Seventv Five and No/100 Dollars $697,175.00 � 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 Transportation and Public Works Department. r[il The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached � hereto and made a part hereof the same as if it were copies verbatim herein. � The Contractor shall procure and shall maintain during the life of this contract insurance as � specified in paragraph 8 of the Special Instructions to Bidders of the Contract Documents. �" � 12. G-3 ' � ��.: �c�:L u'_C�t�� '�� '�GC�°J�`� � �10 �� 1, ��t,�o � � 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 r 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 WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six � (6� counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with e- the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument e_. through its duly authorized officers in Six 6 counterparts with its corporate seal attached. Done in Fort Worth, Texas, this the 1st day of February , 2000. � � r� �"' �T�'?1►��l��c�,e.�t'�r �^--��i�rUa�" �--r�"�-= � (Contractor) / �f r� Bi�: / ' � :'��1�---�=,_ `�Representative) , �'' � c��.�:-.�(�_��. — . (TITLE) � ,� �� '��;� �� (Address) ' � �� ^ (�� { •C- -� t�.+a �. (City/State`/Zip) �� November 1960 Revised May 1986 . Revised September 1992 Revised January 1993 Revised April 1999 Revised June 1999 �, � L CT �7FF T QR � - E ASSIS�NT CITY fUTANAGER APP O4�D: _ , , ., � .' f r o , % ., �. L � DIRECT , �r KANSPORTATION AND PUBLIC WORKS ATTEST: _ t� � � � . �� ; � � r , ; V,-� �. � .: ,r , .� R,r t . _ r ?,,. G�ITY SECRETARY �-,(� _,�(� (SEAL) C� - /'l �i'��l ��, -�� Contract Authorization �� J - oO Date APPROVED AS TO FORM & LEGALITY: �� ASSIS T CITY ATTORNEY 'u �� GO�� '�� JG�� -� �'='��v ��"�� ° �'°� li U� �,i�f�.�:V�� `�:�r•- � 1 ' APPENDIX STANDARD DETAILS � � " ' � i E°^� t-� .r� t � ! .�� _� ��, -. � . _ � - � � I �� _ _ " . - . � . � , - �' r"�,! 1�' '�1 �� i�`1 � �' �i � t i�fi +�''� I . - � � � d I : - - - �- " � � -- �, _ ._� � � . ..:.� �.....,� .^ � c--� � ,�, � � r t + � I .�.., �Y. •._ 1 ...� . . � -• � - � � '� I L_-! '�_-i '�?_-! �J �..r..,..� L�..� �.� �J I� � Li L�1 �,� �.1 �' , . Ai'C1TE� YProrid� Lrrp, dei�t 0nl,� ii Ccr.n*tlin� te �'rr�rin� Coec•el� ,Rr+'�e ' P"�f RKMrR l' f G►SG"AL I 1�7' � L_ .. . � � I �t � i a' � � � � � !�fl3fIAL F�s �►nr�t� ' � +�` _� _ '� �rcaccr►vc �i �'-C'"..r.—� � � r i . �'� � � a 1' I s f�� I� I ��j I��I � I 1 I� �I � � � ��[,tPAM$K�h" JI�fIVT �� \\ * �1RA�'GJ'NO' aI B�. G�e4c. ' � �` ,� � '�. I �'' � I , ,. L �� EJCP�f+ArS1QiM 101"MT �'� /'� �iKap1 elf� forw� �EJffi11VS1�+M JOfIYTS �I w+,� /rreellaH J cA�+r�r �wN �GD �•a+�lwr�: � rarrniMe �oMt� f� M da+�ll�t pft co+rer�f� ��err��nl r��rl��m*nt� T YPICAL CONSTRUCT/ON C AYOUT • ot CURB and GU T T£R, S/DEWAL K and OR! VEWAY Showin� F/o��ln� And £xpons/on. Jo/nl Locollon Nor ►e sc.le • , �e M(? 6LAGGrI1YS .N NNEE`LCMAIR RAMPS ;.� � C/ T Y o/ FORT WORTN, rEXAS- co�s�Rccnav sr�Na.,Qn � REY, s• s� �W i:T R. II.IIJK REViSfO' 9/17/S� J ��/M.R Af. ORAM/N6 MD. S-N!C• A � JAN. /969 � � � �■''! �''�1 � �1 �""�'1 !'�'1 � �-�--� r--s E--� ►�-1 . —� r---� , - -�--. � , � : � � . MOTE+ Pioril� E+q Jel�l Ch/r i/ ConMtlinO 'ie Erit1/w/ CowtM� dM PARKIIAY (U�UAU IQ� _ s' � k � � � 1 �. � fXPAMS/ON d0/Nf l,� � � ` !eJ enJ �[wNin� toncrNt! T rPrcAt (TYR ) � �"' ,,/� � _- EX' J0/MT-�. � L� "i �L AGC/N6 0/ 6: O�a c. / � � f � � � � � 1 _ � �fLAGG/NG1 , � �. � D � W � .� � � I► I � �f k0 FLAGG/MG � -' !M N'N£ELCN.I/R RA�IPS fXPANSION JO/NTS � f�+c+/+ �!I/ /p►iw! � [XPAM?/ON ✓0/NT1 o/ AM1' D/kEt T/ON CNANQE AND l00 � YAX/AIUM; otl �.anNen joMf� fo �� Io.��N/ o�r eonc��l• o.•.�•nl r•wY•w�nt• SPEci9�- �� . CONSTRUCT/OW LAYOUT OF CURB � GUTTER, � COA/BINAT/OH S/DEN'ALK .4N0 DR/VEWAY Show/n� F/o�y/n� And £xpons/on ✓o!n/ Locol/on • • � /,� ' � A�e1 ��s�Sc��t �`�y pE- Krn i,.. �c�A7�o,..s e�-�7�' E rirEY1[' ;", I�i7R ,� Srl��rrlF-s' CE� � �X � �,�,�re+�s u.S S h�ew,,�.s` f�,2t T�2��3, S/�R+�� r9.•�D S�27° Yit/I� Sl-c;'C 3. � C/TY o1 fORT WORTN, T£XAS-CONSrRUCT/ON STANDARO - REV�SED: 9/f7/af �A �1/W.A'.t4. OI�AIY/N6 NO. J-A� /Da + OATE� • MAY /9B/ � i i "'j . � ` � � �'�' ; A. - v - - �' , . � � � � ; � ; `� `��____ ��` - � —� � � � � � � � - �.� ..� �� ! ! . = I � ' 1� 1.,..�J � `� L...`1 1�..� i�.�,! 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'�� ' .� � � ^�e �'�.�,� �xin: 14k S,`' �� a 'a' � ''�;' �h . '�R:y '2.��r,: .�.. _ • lr a,j �ltL .,+. . _ . . #, f . .. _ . . . , . . , V� '.:.r : � `�.� �; .�s Y t`� ''.s��-'ry i.ts cr"� -M"*`j �'�n"'� '�" �. '_��. w'�• . �. + s s y � � ,§ _ s� � �,� •� *'' r�¢.� Z, a�, y.ti� rt 9. � y ir�: �i ' i� e i � Y� r ,9 d Rr"� - : + f�. ,�; � � '� � y� *r ' • � � - t ' � ;' � , . ��+. � y . r Y. 1 J e� 0. A � .��9 i • h ' 'i �' 1 `-4 � -_l [� .7 .,y, ' 'y.-, �y l" '► i .w i!' ! � '�.,�.. iu � t' x_fl A :.ai `T .. '� • a , N .�y T +: 1; _ / wC ' . . 4 . ' . . . - . . . __ " - . . ��- . .t' y . . .�� . . . . � . . n .1 " � . . .' � � �R 0 w LINE ' EXISTING CUaB 6 GUTTER�IF .- ANY, MUST BE SAWE0 AS 0IRECT- E� BY THE ENGINEER, � � , � �STANOAR� S�0EWA� � � � �� ■ , i � ■ SI0EWALK SL0PE 1/4" PER F00T T0 FACE 0F CURB 0R AS DIRECTE0 8Y ENGINEER. � 12" i 4� SIDEWA�K , `A PROVIpE EXPANSION J01NT ONL'r , --- IF C0NNECTING TO Ex15TING � CONCRETE 0RiVE. ' REINF0RCE 6��ORIVE �13 BARS / �AT 18" 0.C.BW. . -- � J -- t � � i REINF0RCE 4�� WALK M 3 BARS AT 18� O.C.B.W. REFERENCE i � � � � A P�AN VIEW /n' 9i �,�'� p�C) �a t�`� EXISTING BACK �, ��P OF CURB /' �►., ,G� SEE STAN0AaD CURB AGUTTER SECTI0N� Ig" �'.3" STAN0AR� t 2�� LAY00MN --� C'�� CURB �� : ,�, ,::'�`��: '� `�.��:: �,.ia�:��.. � q ,�� .:,��tl,.-�_��.�t,_��` _ � ��: . .p ,; .� � � `''2"SANO CU HI N �`�,"�;"z.*�`,� ; � : � •.:,.�:•r.C7 a�; $�'{�'� OR APPROV � �''`' �`�"" ,�:... . '•�' � Eo . � SUBGRA0E. SECTION A-A ``'-fl.O.W. �INE STAeI�IZE0 0WY, PAY LIMIT - SU8GR40E W/C0NCRETE PAVEMENT 1� SI0EWAI.K SECTI0N THRU 0RIVEWAY T0 8E POUR£� SAME THICKNESS AS ORIVEWAY APPR0AGH ��",M�,v,D N OTE: 1. CONCRETE SHALL BE 3000 PSI AT 28 DAYS. Z. RIINFORCIIVG SHALL BE #3 BARS AT' 18" CC BOTH WAYS. . ORIVEWAY APPROACH CITYot fORT WORTM� TEXAS - CONSTRUCTION STANOARO 0 AT E � 7-t9-94 AT7ENTION ! CURB RAMPS SHALL 8E CONSTRUCTED PERPEN�ICULAR T0 THE CURB AT STREET CR0SSINGS WITH LANDINGS IN LIEU 0F 0IAG0NAL CR0SSINGS WHERE FEASIBLE. SEE FIG5. 58.59 � 60. � � .� � � �-� Y r.i y� � � i L CITY 0f' f'0RT V0RTF{, TEXAS - C�tSTRUCTI0N STANDARD pCT08ER 1492 � �- _ .s � �. ... � �..� �.r �rri �r 1r , l�,s _�/ ?� � 1�r I�s , 1'r MONOLITHIC SIDEWALK CURB �,.. STREET CURB LINES TO BE �� r+r�"Y � � 1/4" DEEP �� TRA1tT I TIOH �+� 18�� - = rr - - I 4 JOINT, 3" GAP i 4" ! 1" 1 7'� 1" R � b � � � I ��Y� Y�Y� I�Y� �`,r � nDEYAI.K fj, . .� � CURB PAY LIMIT MAX. L[NGTH ff SUR�AC� TMATI�M aGRO�VE) S' FRR/ THE BAd( Of' CtJRl. - Elftl�PtSIDN MATERIAL RCCCSS£D 1/I" /WD SCA�ED V/SII.iCQrE uPP�tCAB�E TO KL N T S C0.D-,AI►rT SJ v FOR PARKVAY NI?H ELEVATION BE101� STREET ELEVATIQN, THE SIDENALK CURB MUST BE 2" HIGHER THAN THE STREET CURB. ?� SIDE�IALK CURB SHALL NOT ENCROACH ON TFIE PROPDSED VIDTH 0� THE SIDEVALK OR RAHP. 3> FOR TYPE I RAhP MAXIMUM SIDE�/AlK CURB NEIGHT' 0" TO 7". TYPICAL RAMP X-SECTION CITY � FORT �IDRTH, TEXAS - CONSTRUCTION StANDARD ' OCTOBER, 1992 � _...._ � � � � W � �r� t!' Ot t � _ f EXISTING 15' R SCA�E 1" = 5' � � SIDEWALK RAMP lt/!i%, COLD/�� s4r�.'I�I�� NOTES 1> EXPMiSiON ,70INT AND SIUCDNE SEA�ING l S}W..L �E SllBSIDJARY TO UWT PR1GE BID � FOR SID�EI�AUC. � Ti�E ACTWI. LD4TS � R£MWI� ff OcIST- TNG CUR.B MID GUTTER A�ID SIDEYAUC SFi�I,L � �a DD2£CTm )Y TFE fNGIFEER D� ThE � F�JLtIT1�QC CURB OR �kRED SLOPES MAY BE 1NST/�LED QI BQTH SLDES Of' T1� R,�►tp DEP£NIlTNG OH T}E F7ELD CO�iD11T0N CR AS DIRiCTCD BY Tl�E ENGD�ER �y axzB an�s vtrH a�ruar�+ED a�aas fuY aE IiSED Vf-IER£ PEDESTRIANS WtJ�D hQT �� rO�LLY VA�K I4C,RQSS TFE RAI�. 3) SLOP'E t]F CIRD RNf Mm/'O2 STDEVtiLK �� S}�LL �E A M�AXIMIM �' 2�Z FLAR�D � S1DES OF RMP SHALL HAYE A F4�XIM.M �...� s�� SLOP£ � 1�f0. U'�ESS P£D£STRIAIiS COIJ�D ��aca�r# VALK ACRaSS TFE R/WP Tl�ETr TFE KAXIMR.M �ac rs SLDPE S1�V�LL BE 19Z .� �ror. c� � . l � �rsaic s�cvKx aas �, ��ia�ra � � _ =�,,�,�` � -e�a�ilnaiC �'� � 1 �a �� .'J \�\ I . ti�[ �re� '� fiy� � �� 1.IM�£) S�Jtf /�CE Ot C1�f � AI R£016� �1GX p� ��. CLRi �� ^ �..� _� � , � iKx �'(IC�'. �" [.1�C1 UQST O�16 � � aR'TQ . ' L�VCSlT FOR � MV�E]fT r�1' �� STANDARD PAY LIMIT DETAIL CITY �' F�2T V�2T!{ TEXAS - CONSTRtJCTION STANDARD 0C T 0B�R, 1992 � EXISTING 15' R SCALE 1" = 5' � � SIDEWALK RAMP : iv� t�tor+2r� se.r,�,�f��E � � a c,a�+amr .�mxr �►m tinac sz�c.rc awi � aanswnr To uaT �aa w � �arv� � 1a7T b M ACTtr�L lDlT= O� 1IDQv/� � OGiTlfG Cin Mfl Gl,lT7F� A�O iILEYALJC �Mll !C AS 10ZE�tE.1 Tt M D+Gam� � M �m a � r�va.Irrac �c taars r � ' ' � �tNC � �� , � �� I►! RLa.i,1�7 C7�'+��r .�f� t 7�aCt�E fC+�L'�r Wx C� rf�F � �``y�. �_ � ,�_ � �Aft P�'JCi. J"" �t! �-. £YIS L [#� �^ �' � �.11TCR vfJJT i�! f�'T[ lAV�}' � J�INT DETAIL � CITY OF f ORT V0RTI-{, TEXAS - Ca`tSTRUCTI0N STANDARD 0CT0BER, 1992 � ■ \ '�r�/' . �e � , �I ��,�?� a . �� ``'"�.._1°'�. �a . _ I .�� ^.,��" . � � � ��. �,�.�� s SJcEe#�Lt � �� ""..�'�,' . � �� • \ � � � . � � _. _� . ;r'�� a� � �' �r .� ?�e's,=��?_l�a.*.'��.i�".t��•" • =d�; p��; +;{� 4.. �.`, �r x�r�-r'f ■ � � �w� ��•- a �"�'-'�"�'.��-�'.*- �..•e"� .._ � Co�� k.,1 . �� 'r�,� sl��ae � �� A ATTENTI0N ! .CURB RAMPS SH�L� BE CONSfiRUC�ED PERPEN�ICULA� SQ �ME CURB AT ST�EET CR�SSINGS �TT� �ANDIMGS IN �IEU dF QI�GON�L C�055IN�S No.30 � t�H�R� FEA5IB� SEE F�GS . 58 ,5Q ��,Q . 7U:21S1 14.Z.C Vehlcnlar WaT+► aaQ i�cilltles -� � - , ' ' - ---- ' � , �� . . ,.....� � i 3t ,-- , ,. � t} ' . �} F 1 � 1�4 �� ir�� }`M' ��h�+r��e �f.l�dtw� � �► I f � Y I � � � - � � � r - � �� 'a �w � - . 1 - 1 4 I --I �-- I a . �� . � � �.-� �e � a�,,..� �r,�,.c�., w�C.�,� e�n, � �.� �a�.�t «w ` a�8c .re�.+F.�rr ewrry W vwb+�c ck7+w�►.� r.t,.,ir�, . „�.�, K�d ir+rn,f,r� .. � � � RJ.fi1� •t �I'�iD+� � . � caarryry e 1 tsc bf n,. e�..w a Kropn. �u..z ►� � u � ATTENTION ! �" CURB RAMPS SHALL BE CONSTRUCTEO PERPENDICULAR TO THE CURB A'f STREET CROSSINGS bJITH LANOINGS IN LIEU OF DIAGONAL GROSSINGS WHERE FEASIBLE. SEE �IG5. 58.59 b 60. � � � . CRY � fCRT Va2TH, TEXAS - COt�CSTR'IICT]DJ STA�►ARD aroa��. iss2 � � �'� � � �x��t� ts� a sc�� = s� ± P�'0�', 4' RAMP f�'�� CC7L�RE� �URF�a�C� . �-.— waRia�E �i�� Gu�� 1 1/2� R CTYPJ CI?Y ff FORT WRTH, TEXAS - CQtSTi?UCTI�H STAND� OC T 0 8�R„ f 99Q _ . T YPE I E�tISfiiNG �2'4" R SC�Ei"��' ', F'RQ'�. 4� �p1MP �'r+'�' C{�L�'�ED SURFACE � .: VARI++�..F #�EIG�H�' CL�B �'�. �. �� x/2' R CT�'P.} CITY � F�� V�ZTl� TEXAS - CtNSTRUCTIOt�I STAt�2D OC T QBER, 1942 � �� -- -� � � �� . � �_ _ _ `• � s � �� \\\ TYPE III EXISTING 15' R SC�IE 1" = S' � : S I DE W A.LK RAMP w�� c c �o/ltb sr�r2ffk'� � ��'� '� BRODM FINISH � �� '��'/� � HMA� T IE I�1 � � 1EK1..3'tF� !t� � � -- � �� i t , �`� ' � #3 M[i��! � W'� Q RI�. t3� . _� ..� �� _� _� �� rrar +�v. r a.■� cns ro� �' •"' � �� 1I4.Vi F'Q tS�'�� f�tl�fT CItY OF FQRT V�T'F�, TEX�S — G��STRt1CTIUd STANDAR� OC TD B£R 1992 u � , TYPE III ExISTING 20� R SCALE 1" = s� � � ,. � P',�a�, R'�IMP` w�rh�' COLpl�E�" SG,�,,�G+E r,. !ti '�. =i $�'��M FIh��SH � �'/,�./�''//,�'� TRANSITID� � � I�G11T (� - `�_' 's--� �� i�� , �R �E �� r + , � � p � .�f'� 1 �� 1�C1C d► 1'lLT, C1�/ �kt �1[l.111� R�Q 1�1�l� T �,q � rt�iClr� , � ,�, �„� ��'1.�, "�, \ 4 � ' �r' +� CD+C l�'Ir 1� C1TY Of FQ2t V0RTF{ TEXA,S - CUSTRUCT1.O�1 STAt�IDARD OCTO.BER f992 � P'' 4- , X RUNNING, -� Y , SIOPE , qUNNING SLOPE � � 20 � � �•�? � COuNTEaS�OPE � , � 1:20 max �,---�.,._ , R.s4ti�s.. �� .,E'�, rJ,,� r„ � r/� M � e � �. , : "�h. . . `tt � . . . . . . : . x . , . . �: r////,.•.. ;. � �WALK # CURB RAMP � STREET yQTE 1 11 Sl�ape +.Ii. +.frr+^c t t� � k.r� pl�+� l21 CauM<nk+�+C �lull fK+t t\:ltG I:0 �. �'4.�f� Measurement ot Curb Ramp 5lopcs � �. . _ NOTE: If �< 17f �n t I::D nvnl. da-� �R .kip.• af tNr (L• r�d .,S.� .lvll nu rt�m! 1:1� (a) Fland Srda S� pE Fl�. 84."7 .5 Sldes oE Curb Ramps � Fl�. &4.7.6 Bullt-up Curb Ramp PIANTING OR OTHER NONWALKING SURFACE ��;` _ - �.3�� _ ,��y�f s (b) Returnad C.arrb � � �� r� r I' r�-■ E �� . ; ..�► _ . � .� � �-� ! � � . � . _, _ � T ■ �� ,� '�1■ � � � � , ___, � r !� � � � � � � `�I � � �� The Traffic Engineering Division of the Transportation and Public Works Department advises the property owners or tenants that construction of sidewalks will take place within the next five (5) days in front of or adjacent to your property. If you have any questions regarding this notice, please call the City's contractor, at . Thank you for your cooperation in this m atte r. FORTWOIZTH _ �� ' � � � � � � _� cJ � '� �� . � � �� -�"�. �..� �rA EI Departamento de Transportacion y obras publicas quiere notificarle a los residentes y/o propietarios de esta calle que se estaran instalando nuevas banquetas (aceras), en frente o al lado, de su propiedad durante los proximos 5 (�inc�►� d�ars. Si tiene preguntas en relacion a este proyecto, favor de Ilamar al contratista de la ciudad, aal . �ra,cias pvr su �c�o�era�civr-�.. FOIZTWOIZTH ._� ��