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Home My WebLink AboutContract 29665 CITY SECRFTARY MS COPY FM. CONTRACT NO __._�...CoOACM CUNRACIOVS RDEHG CO. CIO SECHURY SPECIFICATIONS -csri m Arws rima AND ENGINEFRiNO OPI. CONTRACT DOCUMENTS LOST CREEK PHASE I DRAINAGE I11 PRO R LOST CREEK BLVD., SNOW CREEK DR. AND DEVONAIR.E DR. UNIT I; DRAINAGE IMPROVEMENTS MARY'S CREEK ESTATES-FROM DEVONAIRE COURT TO LOST CREEK ADDITION LOST CREEK ADDITION—FROM JUST WEST OF SNOW CREEK DRIVE TO EAST OF SNOW CREEK DRIVE ONTO THE GOLF COURSE UNIT II: CHANNEL CONSTRUCTION LOST CREEK ADDITION—FROM JUST WEST OF LOST CREEK BOULEVARD TO THE SMALL LAKE ON GOLF COURSE JUST EAST OF LOST CREEK BOULEVARD FILE NO.SD-87 DDE PROJECT NO. 3437 TPW PROJECT NO.C111-020111028920 IN THE CITY OF FORT WORTH,TEXAS MIKE MONCRIEF GARY W. JACKSON MAYOR CITY MANAGER MAEBELL BROWN- INTERIM DIRECTOR FORT WORTH WATER.DEPARTMENT-C 4 P 0 4 : 19 R C V D ROBERT D. GOODE, P.E. - DIRECTOR DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. - DIRECTOR DEPARTMENT OF ENGINEERING titi�ti�t Prepared by: �, ,••� TES J.B.DAVIES INC ; ENGINEERS-SURVEYORS �pRRY MARK WHIG FORT WORTH,TEXAS ,, ,...... r 91225 .c + .�...... b .,. July 2003 Eyes' ' ORIGINAL - City of Fort Worth, Texas Mayor and Council Communication — COUNCIL ACTION: Approved on 11271200,4 DATE: Tuesday, January 27, 2004 �- LOG NAME: 20LOST CREEK REFERENCE NO.: **C-19948 SUBJECT: — Award of Contract to John Bums Construction Company of Texas, Inc. for Lost Creek Phase 1 Drainage Improvements RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with John Bums Construction Company of Texas, Inc, in the amount of $313,669.00 for 120 working days for Lost Creek Phase 1 Drainage Improvements, Unit 1. DISCUSSION: As a result of flooding in June 2000, drainage improvements were proposed for the Lost Creek neighborhood to be funded from the Council District 7 undesignated funds. Unit 1 consists of storm drain — improvements from Devonaire Drive to Snow Creek. Drive. Unit 2 consists of channel improvements in the 3900 block of Lost Creek Boulevard. Additional drainage improvements (Phase 2) were identified for future funding. The project was advertised for bid on July 24 and 31, 2003. On August 28, 2003, the following bids were received: BIDDERS UNIT i BID UNIT 2 BID TOTAL BID John Burns Construction Company of Texas, Inc. $313,669.00 $34,982.00 $348,651.00 Laughley Bridge& Construction, Inc. $330,651.80 $35,272.00 $365,923.80 R-CON, Inc. $345,004.00 $40,895.00 $385,899.00 Rainier Construction Company $351,408.25 $36,945.45 $388,353.70 AUI Contractors, L.P. $388,280.50 $44,350.00 $432,630.50 Jackson Construction, Ltd. $570,476.00 $37,280.00 $607,756.00 Staff has been unable to obtain a necessary right-of-entry to construct the Unit 2 improvements, and has deleted that unit from the contract. The City also reserves the right to increase or decrease quantities of individual pay items within the �- contract, provided that the total contract amount remains within plus or minus 25% of the contract award. The low bidder, John Burns Construction Company of Texas, Inc., is in compliance with the City's MIWBE . Ordinance by committing to 31% MIWBE participation. The City's goal on this project is 24%. This project is now located in COUNCIL DISTRICT 3. FISCAL_ INFORMATIONICERTIFICATION: ret, 6s'ap'p-irop'n The Finance Director certifies that funds are available in the current capital bu , f the Street Improvements Fuad, TO FundlAccountfCenters FROM Fund/AccountlCenters C111 641200 020111028920 $313,669.00 Submitted for City Managers Office by: Marc Ott (8476) Originating Department Head: Robert Goode (7804) George Behmanesh (7914) Additional Information Contact: Robert Goode (7804) r TW r r NOTICE TO BIDDERS Sealed proposals for the following: Lost Creek Please I Drainage Improvements, Units 1 and 2 DQE NO. 3437, TPW NO. C111-020111028920 Addressed to Mr. Gary W. Jackson, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:34 PM, August 28, 2003, and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract documents for this project may be obtained at the Office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A Pre-Bid Conference will be held on Tuesday, August 12, 2003, at 10:00 a.m. in the Transportation and Public Works Department Conference Room 270, 2nd floor, Municipal Office Building. For additional information, contact Brad Pierce at (817) 335-3154 or Steven E. Eubanks, P.E., Project Manager of the City of Fort Worth Transportation & Public Works Department, (817) 8717857. Advertising Dates: ,Duly 24, 2003 July 31, 2003 COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following; LOST CREEK PHASE I DRAINAGE IMPROVEMENTS Unit I: Drainage Improvements from Devonaire Court to East of Snow Creek Drive Unit li: Channel Construction at 3900-3904 Lost Creek Boulevard DQE NO, 3437, TPW NO. 0111-020111028920 Addressed to Gary Jackson, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1.30 P.M., Thursday, August 28, 2003 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 picked up at their office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fart Worth, Texas. One set of plans and documents will be provided for a deposit of Twenty Five Dollars ($25.00); such deposit will be refunded if the documents is returned in good condition within 10 days after bid are opened. Additional sets may be on a nam-refunded basis for Twenty Five Dollars ($25.00) per set. All bidders will be required to comply with provision 5159a of "Vernon's Civil Statutes" of the State of Texas with respect to payment of prevailing wages, and City Ordinance No. 7400 (Fort Worth City Cade Section 13-A-21 Through 13-A-29), prohibiting discrimination in employment practices. A Pre-Bid Conference will be herd on Tuesday, August 12, 2003, at 10.00 a.m. in the Transportation and Public Works Department Conference Room 270, 2nd floor, Municipal Office Building. Bid security is required in accordance with Paragraph 1 of the Special Instructions to Bidders. The major items of work on the above-referenced project shall consist of the following: 110 LF 21" Class III RCP 38 LF 24" Class III RCP 82 LF 36" Class III RCP 454 LF 4' X 4' Reinforced Concrete Box Pipe 157 LF 6' X 4' Reinforced Concrete Box Pipe 2520 SF Concrete Lined Trapezoidal Channel Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Bidders shall not separate, detach, or remove any portion, segment, or sheets from the contract document at any time. Bidders must complete the proposal section and submit the completed specifications book or face rejection of the bid as non-responsive. SUBMISSION OF BIDS: The proposal consists of Unit I (Drainage-improvements)-and Unit II (Channel Construction) as a single project. Award of contract, if made, shall be to the responsive overall low bidder. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the proposal form. Bids that do not acknowledge receipt of ail addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specifications book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time-line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. In accordance with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the fv1BE/WBE UTILIZATION FORM SUBCONTRACTOPUSUPPLIER UTILIZATION FORM , PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM with Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. The Managing Department for this project is Transportation and Public Works Department. For additional information concerning this project, please contact Brad Pierce of J.B. Davies, Inc., at (817) 335-3154 or, Mr. Steve Eubanks, P.E., Project Manager of the City of Fort Worth Transportation and Public Works Department at (817) 871-7857 GARY JACKSON GLORIA PEARSON CITY MANAGER CITY SECRETARY TRANSPORTATION R PUBLIC WORKS DEPT Robert . Goode, P.E., Director ADVERTISING DATES: €3y: ��`--u- �� '�•� July 24, 2003 Steven E. Eubanks, P.E. July 31, 2003 Drainage Engineer SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion,will determine the adequacy of the proof required herein. 2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. MW Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner, The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at (817) 871-7910. Bids that do not acknowledge all applicable addenda will be rejected as non- responsive. - SPECIAL INSTRUCTIONS To BIDDERS - t - PP 4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest responsive bidder. The City reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City business days from the date that the M/WBE UTILIZATION FORINT, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") is received by the City. f- 5. 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. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the +-- City. All bonds furnished hereunder shall met the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be PR 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. D. A Two-year Maintenance Bond is required for all projects to insure the prompt, full and faithful performance of the general guarantee as set forth in Paragraph 7 of the Special Provisions. To be an acceptable surety on the performance, payment and maintenance bonds, the surety must be authorized to do business in the state of Texas and meet all requirements of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to .., the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City SPECIAL INSTRUCTIONS TO BIDDERS .2. ,. 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late .. completion of projects. 7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not .� discriminate against any person(s) because of sex, race, religion, color or national origin and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of the City of Fort Worth (1986), as amended, prohibiting discrimination in employment practices. 8 WAGE RATES:. All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering Director for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation (statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or $250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on "any auto", defined as autos owned, hired, and non- owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110% of the additional premium cost. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. ADDITIONAL INSURANCE REQUIREMENTS: r A. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. B. Certificates of insurance shall be delivered to the City of Fort Worth, contract ,i administrator in the respective department as specified in the bid documents, 1044 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements Specified herein. D. Each insurance policy shall be endorsed to provide the City a-minirnu thirty days notice of cancellation, non-renewal, and/or ma vial-change in polis terms SPECIAL rNSTRUCTIONS TO BIDDER -3- or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. F. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.04 per occurrence unless otherwise approved by the City. G. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. I. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. J. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. K. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.042, the City of Fort Worth will not award this contract to a non-resident bidder unless the non- resident'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 non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. SPECIAL INSTRUCTIONS TO BIDDERS -4- t "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. rThis provision does not apply if the project is funded in whole or in part with 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 non-resident contractor to do so will automatically disqualify that bidder. 12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance No. 11923, as amended by Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary, The MJWBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort Form, as applicable, must be submitted no later than 5:00 p. in. five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall f submit the documentation at the reception area of the Department of Engineering ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render your laid non-responsive. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre-construction meeting will be scheduled at which time the rl Contractor is required to submit either Letters of Intent or executed agreements with the MIWBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of MJWBE firm utilized 3. Scope of Work to be performed by the M/Vv"BE firm 4. Monetary amount of work to be performed by the M/WBE firm a 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed. agreement(s) have been received. Throughout the duration of this project, the Contractor comply with the MJWBE Ordinance by complying with the following procedures: ,., • A MJWBE Particil2ation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. • Reports are to be submitted monthly to the MIWBE Office, regardless of whether or •� not the M/WBE firm has been utilized. If there was no activity by an MIWBE in a particular month, place a "0" or "no participation" in the spaces provided, and provide a brief explanation. .n SPECIAL INSTRUCTIONS To BIDDERS r -5- ■ The Contractor shall provide the MJWBE Office proof of payment to the MJWBE subcontractors and suppliers only. The MIWBE Office will accept the following as proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR .-s 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter, • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the 1VV WBE Office should be notified. r If the Contractor wishes to change or delete an MJWBE subcontractor or supplier, adhere to the following: 1. linrnediately submit a Request for Approval of Change Form to the MIWBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. ■ Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Office with a Final Participation Report Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the MIWBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance,call (817) 871-6104, Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (M1WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any boobs, records or files in its possession that will substantiate the actual work performed by an MJWBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be - grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. SPECIAL INSTRUCTIONS TO BIDDERS -6- on F" 13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the proposal, the City reserves the right to adopt the most advantageous construction thereof or to reject the proposal. 14. PAYMENT, FINAL PAYMENT PROJECT ACCEPTANCE AND WARRANTY: The contractor will receive full payment (less 5% retainage) from the city for each pay period. Payment of the retainage will be made with the final payment upon acceptance of the project as being complete. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. The warranty period shall begin as of the date that the final punch list has been completed. 15. OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "OZONE ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from PW May through September,with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods each day. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:04 a.m. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. PW 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance Ob with Workers Compensation shall be as follows: A. Definitions: aw Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers` compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor in. 406.096) - includ s all ,s persons or entities performing all or part of the services th6 contractor has uride en to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing SPECIAL INSTRUCTIONS To BIDDERS -7- �. companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or .• materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 4111.011(44) for all employees of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The contractor shall obtain from each person providing services on a project, and provide to the City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project, and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the w project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons Y providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lacy of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory SPECIAL MTRUCTIONS TO BIDDERS -8- ., requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person or entity with whom it contracts, and provide to +� the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work p on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform, as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a Self- insured, with the commission's Division of Self-Insurance Regulation. Providing false of misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "The contractor shall post a notice on each project site informing all -pex s providing services on the project that they are required to be covered, and statang h w a person may verify current coverage and report failure to provide coverage. s SPECIAL INSTRUCTIONS TO BIDDERS 9 z notice does not satisfy other posting requirements imposed by the Texas Workers` Compensation Act or other Texas Workers` 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: r REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' 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." 17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor any officers, members, agents or employees who engage in the performance of this contract shall, in connection with such employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against any person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers,members, agents or employees acting on their behalf, shall specify in solicitations or advertisements for employees to work on those 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 that it will fully comply with the Policy and will defend, indemnify r, and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the Policy in the performance of this contract. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms or conditions of employment for applicants for employment with, or current employees of, Contractor. Contractor warrants that it will fully comply with the ADA's provisions and any other applicable federal, state, or local laws concerning disability and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the ADA in the performance of this contract. END OF SECTION SPECIAL MSTRUCTIONS To BIDDERS - Io- CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING IMAGE RATE FOR 2000 CLASSIFICATION HOURLY RATE Asphalt Raker $10.32 Asphalt Shoveler $9.75 Batching Plant Weigher $9.65 Carpenter(Rough) $13.64 Concrete Finisher-Paving $10.16 Concrete Finisher Helper(Paving) $9.70 Concrete Finisher-Structures $13.44 Flagger $7.00 Form Builder-Structures $13.44 Form Setter-Paving& Curbs $10.25 Form Setter-Structures $9.75 Laborer-Common $7.64 Laborer-Utility $8.64 Mechanic $13.25 Servicer $10.13 Pipe Layer $7.35 Pipe Layer Helper $6.75 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrete Paving Saw $10.53 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (< 1 1/2 CY) $10.00 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (> 1 1/2 CY) $11.52 Front End Loader (2 1/2 CY & less) $9.94 Front End Loader (over 2 112 CY) $9.32 Milling Machine Operator $8.00 Mixer $11.00 Motor Grader Operator (Fine Grade) $12.31 Motor Grader Operator $13.75 Pavement Marking Machine $11.00 Roller, Steel Wheel Plant-Mix Pavements $9.88 Roller, Steel Wheel Other Flatwheel or Tamping $12.12 Roller, Pneumatic, Self-Propelled Scraper $8.02 Traveling Mixer $10.00 Reinforcing Steel Setter(Paving) $9.75 Truck Driver-Single Axle (Light) $8.00 Truck Driver-Tandem Axle Semi-Trailer $10,22 Truck Driver-Lowboy/Float $10.54 Truck Driver-Transit Mix $10.63 Truck Driver-Winch $9.80 r P r PROPOSAL TO: Gary W. Jackson City Manager w Fort Worth, Texas FOR: LOST CREEK PHASE I DRAINAGE IMPROVEMENTS FOR: UNIT I:DRAINAGE IMPROVEMENTS MARY'S CREEK ESTATES-FROM DEVONAIRE COURT TO LOST CREEK AUDITION LOST CREEK ADDITION–FROM JUST WEST OF SNOW CREEK DRIVE TO EAST r• OF SNOW CREEK DRIVE ONTO THE GOLF COURSE UNIT II: CHANNEL CONSTRUCTION LOST CREEK ADDITION–FROM JUST WEST OF LOST CREEK BOULEVARD TO '" THE SMALL LAKE ON GOLF COURSE JUST EAST OF LOST CREEK BOULEVARD Pursuant to the foregoing"Notice to Bidders",the undersigned has thoroughly examined the plans, specifications and the site,understands the amount of work to be done,and hereby proposes to do all the work and furnish all labor,equipment,and materials necessary to complete all the work as provided in the plans and specifications,and subject to the inspection and approval of the Department of Engineering r. Director of the City of Fart Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and fin-nish Performance and Payment Bond approved by the City of Fart Worth for performing and completing said work within the time stated and for the following sums,to-wit: UNIT I:DRAINAGE IMPROVEMENTS Furnish and install,including all appurtenant work,complete in place,the following items: (SC.-##refers ,. to specifically related items of the Special Provisions of these Specifications and Contract Documents,all applicable General Specifications and Special Provisions apply): SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE Aa'VIOUNT BID SC.40 1, 1 LS. Utility Adjustment FOUR THOUSAND Dollars& NO Cents Per LS. $4,000.00 $4,000.00 SCAT 2. 4 EA. Project Designation Sign TWO HUNDRED FIFTY Dollars& ND Cents Per EA. $25[x.00 $ 1,000.00 SC.42 3. 140 LF. Remove Existing Curb and Gutter 0r0 Dollars& 5d ov .� F=i G Cents Per LF. $ $ Z t,kn `– SCA3 4, 30 LF. Concrete Curb or Curb and Gutter Th,,r{- Two Dollars& 00 N4 Cents Per LF. $ 3z . — $ Cu.Q • pe SC.44 5. 415 SF. Remove Existing Concrete Driveway, - Sidewalk,Leadwalk and Wheelchair Ramp including saw cutting One Dollars& me Cents Per SF. 120 SCAB b. 135 CY. Unclassified Channel Excavation N+nf _ Dollars& r}� Cents Per CY. $ oo $ 1-2 1 S Proposal Page 1 of 9 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL, ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BLD SCA6 7. 1 EA. Remove Existing 10-Foot Net Top P 1';,,e >�,ndrtcf 5 �r +iDollars& 00 14% Cents Per EA, $ 5-13 ,'n $ 5.'75- - SC.46 .75. JSC.46 8. 2 EA. Remove Existing 20-Foot Wet Tops E Int t4u-odeed frf}y - Dollars& No Cents Per EA. $FSO—, $ 17 *• SCA7 9. 1 EA. Remove Existing 20-Foot Inlet Ni Dollars& N� Cents Per EA. $ °° °l $ 4°O °� SC.48 10. 1 EA. Standard 10-Foot Curb Inlet Two T6oj" ;;ur f•4.;Jovd_Lf�D011ars& No Cents Per EA. $,24's 0.°� $ 7-45D.02- @t SC..49 11. 2 EA. Standard 20-Foot Curb Inlet �+r� I��,•��c:5ht 11••xlrrd r,,,e,rEollars& t l° Cents Per EA. $38?0O° $ 7te 46- SC.50 12. 1 EA. Standard 30-Foot Curb inlet Foo,'(�wsaeol 04c, W, sn LrJf Dollars& Np Cents Per EA. SC.46 13. 1 EA. Standard 10-Foot Curb Inlet Top Dhe ►„d ice°E4»,daed Wollars& 1�1 Cents Per EA. $1240 . — $ 12q o•co SC.46 14, 2 EA. Standard 20-Foot Curb Inlet Top s Dne -rl,% w+d rJi,r 4td.,d+�d lw TyFthaIs& +a* Cents Per EA, $ (P SC.51 15. 1 EA. Open Back 20-Foot Curb Inlet L Dollars No Cents Per EA. $ �"5b• $ �. SC.76 16. 1 EA. Storm Sewer Drop Inlet Junction Box rwrkrn'T�wmod 0.3.4okollays& { Cents Per EA. $ 14 rS oo.b1 $ 1140 G i o i SC.52 17. 2 EA. Connect to Existing Storm Drain Main Pivc A..^d►ed Dollars& rja Cents Per LS. $ oda $ t 000. SC.52 SC.52 18, 2 EA. Connect Existing Storm drain Main to Proposed Storm Drain Inlet P'Ve k "j'e d Dollars& ° ')v Cents Per LS, SC.53 19. 95 SF, 4-Inch Reinforced Concrete Sidewalk, Leadwalk or Driveway Pavement I`4 Dollars& d0 Ne Cents Per SF. "" Proposal Page 2 of 9 �� ' s SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID SC.54 24. 324 SF. 6-Inch Reinforced Concrete Standard Driveway Approach Pavement ` Dollars& n34 Cents Per SF. $ • Qe $ 19,z 8. °p r SC.56 21. 2 EA. Standard 5' Stormdrain Manhole r""ids°Uswvj F� Aki! Dollars& Nv Cents Per EA, $W500.to $ C1Doo. SC.57 22. 1 EA. Standard 6'Stormdrainnhole Awe 'A0k)3w'd E'5 r' ollars& N , Cents Per EA. $ TOO. $ 4 8eb.°= SC.58 23. 110 LF. Proposed 21"Class III RCP Storm Drain Dollars& Nn Cents Per LF, SC-58 24. 38 LF. Proposed 24"Class III RCP Storm Drain M;I% }v �FllYr Dollars& r I'� �lv Cents Per LF. $ 9❑. $ 3tv I SC-58 25. 82 LF. Proposed 36"Class III RCP Storm Drain Rd i w�.s� 5► Dollars& , t'l o Cents Per LF. $ z(b. SC.71 26. 448 LF Proposed 4' X 4' Reinforced Concrete Box r sections I-* A.,,&ed Fo°r Dollars& �r4v Cents Per LF. $ toLf.°{ $ q1 z.°� SC.71 27. 157 LF Proposed 4' X 6' Reinforced Concrete Box sections Ywo 4"'fired r.g1*g PF ve_3ollars& N ti Cents Per LF. $ 8 5. $ 44 1714 5. SC.59 28. 1,485 CY. Trench Excavation and Backfill for Storm r Drains F;v c Dollars& Ne Cents Per CY. $ o $ SC.60 29. 864 LF. Trench Safety System for Trenches Greater Then Five Feet Deep Qr)e Dollars& oA yT r v r Cents Per LF. SC.61 30_ 790 SY. Permanent Pavement Repair Per Fig.2040-4B and Fig 4. f 1 i, Acc!r► Dollars& 6y N Cents Per SY, $ t g• S SC.62 31, 135 CY. Topsoil ELEVEN Dollars& NO Cents Per CY. V $ 11.00 $ 1485.00, Proposal Page 3 of 9 � SPEC PAY APPROX. DESCRLPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID SC.70 32. 460 SF. Standard 8' Wide Concrete Valley Gutter •• —,b 5 Dollars& oboc 6L__ Cents Per SF. $ L.. S Z7 6¢. SC.64 33. 4 CY. Type`B'Modified Reinforced Concrete Headwall -ILrce A--%drrd Dollars& $ 3c'o-6� S 1700.0_o 00 Cents Per CY. SC.80 34. 80 LF. Install Combination Wrought Iron/Wood P *vacy Fence 1 h'r�-Y Z l 14 Dollars& a 8 a 3 Na, Cents Per LF. S — $ SC.65 35. 20 LF. Install I"Capper Water Service Line From Meter to R.O.W ar Dollars& No Cents Per LF. $ y $ goo ao SC.68 36. 116 L.F. 4"Sanitary Sewer Service Line Replacement I we,-hg C'vc Dollars& r o, Nn Cents Per LF. $ $ Z4rya SC.65 37. 10 LF. 6-Inch DIP Water Pipe. ►9Y►� Dollars& flo as Ne Cents Per LF. $ 5 �� SC.65 38, 40 LF. 8-Inch DIP Water Pipe. n i me�re v► Dollars& 110 N a Cents Per LF. $ �`� r S SC.65 39. 70 LF. 10-Inch DIP Water Pipe. Dollars& '�° 11,4 •b� +� o Cents Per LF. SC.65 40, I EA. 6-Inch Gate Valve,Box,Lid and all Fittings one `f�+ausc�.nC� P..r 14.^arclollars& r10 Cents Per EA. $ }S+�o. $ t5:110. SC.65 41. 1 EA. Remove Salvage and Replace Existing Fire SC.78 Hydrant for Storm Sewer Construction. C)A -T�)Doyod)d Dollars& No Cents Per LF. tSC.65 42. 1 LS. Furnish and Lay 2-Inch Pipe for Temporary Water Services. se yr 1 'i 601yaj Dollars& $l� $ 7 T..l o Cents Per LTi. -- - h Proposal Page 4 of 9 _ SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID SC.68 43, 4 EA. Install 4"Sanitary Sewer Service Tap Vo�r t$v. rcd f-:ft) Dollars& tJn Cents Per EA. $ gso.4J0- $ l goo,•® SC.77 44. 4 EA. Install 4"Sanitary Sewer Service Cleanouts I 6cz Rondee d f,Oren Dollars& Nn Cents Per EA. ' S 315 .°a S tz�o ,aa SC.67 45. 44 LF. 6-Inch DIP Sanitary Sewer Line 10-12 Il.Trench Depth. �♦ Dollars& N� Cents Per LF. $ 5b.°¢ S z SC.65 46. 1 EA. 8"diameter Waterline Adjustment to avoid SC.66 Stormdrain conflict per each location to include all Fittings and Concrete E casem.e t ,ry "(Orr rc+ h a Usa..V.t� Dollars& N 0 Cents Per EA. $ 3,600. SC.65 47. 2 EA. 10"diameter Waterline Adjustment to avoid SC.66 Stormdrain conflict per each location to include all Fittings and Concrete Encasement ,y 'rinret` o�sro�ol Twoyk--C+ed�'Pl&llars& N6 Cents Per EA. $ 3zso.fl� °a b~ SC.69 48, 50 CY. Class `A'3000 psi Concrete for Miscellaneous Placement as Directed by the Engineer E XDollars& 0 0 N n Cents Per CY. $ to 15, P0 SC,69 49. 50 CY. Class `D' 1500 psi Concrete for Miscellaneous Placement as Directed by the Engineer FoJ-y TLfcc- Dollars& '00 Cents Per CY. $ N 3 �� $ Z 15 a-o SC.69 50. 50 CY. Washed Rock for Miscellaneous Placement as Directed by the Engineer F=Vc, Dollars& N Cents Per CY. $ 2.5.°� lz5o-ofl SC-76 51. 160 SY 24"Minimum Rock Rip-Rap Slope Protection '0, F:6ar Dollars& 00 ,N o Cents Per SY. $ 34 cp $ 5`I`lo. Proposal Page 5 of 9 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID SC.10 52. 1 LS. Traffic Control Pian `Twa 71,*"J-X Dollars& Jj0 Cents Per LS. $ ?_406.°= $ 2, aon. '�° SC.81 53. 4 EA. Mailbox Protection or Restoration Ne R.-A reds Dollars& 00 Cents Per EA. $ 1❑c SC.82 54. 60 LF. Existing Wrought Iron Fence Protection or Restoration ri f7Crcn Dollars& rjo Cents Per LF. $ Is."� r SC.83 55. 123 LF. Remove Existing 42-Inch R.C.P,Storm Drain Pipe l`,ve Dollars& 's Ile Cents Per I.F. SC.84 56. 240 LF. Existing Wood Fence Protection,Removal and/ r` or Restoration,Replacement Dollars& taa Cents Per LF. SC.83 5 7. 1 EA. Remove Existing Storm Drain.function Box ❑ne 5;x tL 4cbollars& '0.1 o Cents Per EA. $ I a a $ 16 D° °� SC.48 58. 460 SF. Remove Existing Concrete Valley Gutter of'r Dollars & Fi-Fty Cents Per SF. $ SC.85 59, 410 SY. Sodding NINE Dollars& r NO Cents Per SY. $9.00 $3690.00_ 1 S SC.86 60. 1 EA. Install Manhole Riser into 4'X4'Box Sturm Drain re Dollars& 00 N0 Cents Per CY. UNIT L TOTAL BID: $ I r. Proposal Page 6 of 9 rs UNIT II: CHANNEL CONSTRUCTION Furnish and install, including all appurtenant work,complete in place,the following items; (SC.-##refers to specifically related items of the Special Provisions of these Specifications and Contract Documents,all p■ applicable General Specifications and Special Provisions apply): SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID SC.40 61. 1 LS. Utility Adjustment A ONE THOUSAND Dollars& NO Cents Per LS. $ 1,000.00 $ 1,000.00 SG41 62. 2 EA. Project Designation Sign TWO HUNDRED FIFTY Dollars& NO Cents Per EA. $250.00 $ 500.00 SC,45 63. 195 CY. Unclassified Channel Excavation 1—V'rJ-y ►wa Dollars& hf a Cents Per CY. S Z 2- o� $ 9,0 o� SC.74 64. 2520 SF. Concrete Lined Trapezoidal Channel E i ht Dollars& ,Q o Cents Per SF. $ F. SC.62 65. 15 CY. Topsoil For+y 'r4 lee Dollars& ria Cents Per CY, SC.73 66. 240 LF. Install Wrought Iron Fence 1 Wc.,-6 Fna-/ Dollars& W n Cents Per LF. $ SC.65 67, 10 LF, Miscellaneous Water Line Replacement from Main to Meter as directed by the Engineer One 0--de'-4 Dollars& 00 Cents Per LF. $ lob. SC.69 68. 10 CY. Class `A' 3000 psi Concrete for Miscellaneous Placement as Directed by the Engineer i c� Dollars& y f Cents Per CY. $ SC.69 69. 10 CY, Class `D' 1500 psi Concrete for Miscellaneous Placement,i Directed by the Engineer Pof, y 4 e G Dollars& PJ 0 Cents Per CY. $ .of $ '�3$• °� SC.69 70. 10 CY. Washed Rock for Miscellaneous Placement as Directed by the Engineer we..ni-x $e ve'4 Dollars& w o Cents Per CY. $�7. °� $ �7 r SC.10 71. 1 LS. Traffic Control Plan `�n 4#,,.,d.c umc.n allays& .a Cents Per LS. $ 3Z7. $ 3Z7, +r' UNIT 1I:TOTAL BID: $ 34 9 8 Z .sg 4 4 �. Proposal Page 7 of 9 GRAND TOTAL AMOUNT BID: $ L( GRAND TOTAL AMOUNNT BID IN WRITING$ -r�«r K.+-dre d Fe r�y E i'5bf 1�oujGA Sig( HUnct"A P47+ b")c L d Ova C[yt}s. r Pm r .M OW .A Proposal Page 8 of 9 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. All equipment and materials not consumed by or incorporated into the project construction,are subject to State sales taxes under House Bill 11,enacted August 15, 1991. The Contractor shall comply with City Ordinance 7278,as amended by City Ordinance 7400(Fort Worth City Code Sections 13-A-21 through 13-A-29),prohibiting discrimination in employment practices. r (Complete A or B below,as applicable:) �. A.The principal place of business of our company is in the State of Nonresident bidders in the State of 'our principal place of business,are required to be percent lower than resident bidders r' by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business,are not required to underbid resident bidders. __�/B.The principal place of business of our company or our parent company or majority owner is in the State of Texas. The undersigned agrees to complete all work covered by these contract documents within One Hundred Twenty(120)Working Days from and after the date for commencing work as set forth in the written Work Order to be issued by the Owner and to pay not less than the"Prevailing Wage Rates for Street,Drainage and Utility Construction"as established by the City of Fort Worth,Texas. N' Within ten(10)days of receipt of notice of acceptance of this bid,the undersigned will execute the t formal contract and will deliver an approved Surety Band for the faithful performance of this co � " a attar ed i{eposi check w' hes m o [� Q -�� 6`ol ars ($ 5 )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. (Uwe), acknowledge receipt of the following addenda to the plans and specifications,all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 3 (Initials) Addendum No.2 (Initials) Addendum No.4(Initials) _ Res ectfully s brnitted; Address I— St. 7-'So L 7 (SEAL) Telephone ` '� ~ 6-789 Date t.c Proposal Page 9 of 9 rVENDOR COMPLIANCE TO STATE LAW r The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder,nonresident bidders(out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas)bid projects for construction,improvements,supplies or services in Texas at an amount Iower 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 roust be filled out by all out-of-State or nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check he box in Section B. A. Nonresident vendors in (give State),our principal place of business,are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State),our principal place of business,are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. BEDDER: P" (Please print) �S:CJ 10 Title: r t? City State Zip (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION FORT WORTH City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is$25,000 or more,the MIWBE goal is applicable. L.� If the total dollar value of the contract is less than$25,000, the MIWBE goal is not applicable. POLICY STATEMENT _L It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (MIWBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. MIWBE PROJECT GOALS The City's MBE/WBE goal on this project is 24 %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 MIWBE Ordinance by either of the following: 1. Meet or exceed the above stated MIWBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; Q. Joint Venture. 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. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated oai: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MIWBE participation: opening date, exclusive of the bid opening date. a. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work:. opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS r Any questions, please contact the MIWBE Office at (817)871-5104. '� Rev,5130/03 ATTACHMENT 1A Page i of 1 FORT WORTH City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime JOHN BURNS CONSTRUCTION COMPANY OF TEXAS, INC. M!wlDBE X NON-MIWIDBE PROJECT NAME: LOST CREEK PH 1 DRAINAGE IMPROVEMENTS FOR LOST CREEK BLVD. BID DATE SNOW CREEK DR AND DEVONAIRE DR. AUGUST 2$ 2003 City's MIWBE Project Goal: Prime's MIWBE Project Utilization: PROJECT NUMBER 24 % 33.48 % I DOE 3437 Identify all subcontractors/suppliers you will use on this project ,y Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m, five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MNVBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications MIWBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting 'below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1 s' tier, a payment by a subcontractor to its supplier is considered 2"d tier ALL MfWBEs MIDST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE)is synonymous with Minority/Women Business Enterprise (M/WBE). If hauling services are utilized, the prime will be given credit as lung as the MIWBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MIWBE may lease trucks from another M/WBE firm, incli.ding M/WBE owner-operators, and receive full M/WBE credit. The MIWBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Rev. 5!30143 ATTACHMENT aA FORT WORTH Page 2 of t Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-M1WBFs. Please list MNV5E firms first, use additional sheets if necessary. Certification N (check one) SUBCONTRACTOWSUPPL LER T n Company Name i N T Detail Detail Address e M W C X m Subcontracting Work Supplies Purchased Dollar Amount TelephonelFax r B B T D W R d B E E C T E A Hanson Pipe & Products Reinforced Conc P.O. Box 569470 Pipe & Box $ 72,426.00 + Dallas, Tx. 75356 1 X Culvert Monty Harrup (972) 262-3600 W JTM Materials � Sand & Stene P.O. 00 Box 2496 $ 10,123.00 Denton, Tx. 76202 1 Larry Flowers 00 0" (940) 243-8530 ccr r+ - Lucky Lady Oil Co. o Fuel P.O. Box 161519 $ 2,400.00 Fort Worth, Tx. 76161 1 F01 co Martha Parker 00 (817) 740-7400 Larry Rambo Trucking Spoil Haul Off 501 Allison Ln 1 00 Trucking $ 7,466.00 Ft Worth, Tx 76140 z 817--821-3704 Hca xa N PQ Kevin Dean Asphalt res Cast In Place Technologies 1 Structures, $ 84,130.00 1900A Northpark Dr. Paving and Fort Worth, Tx. 76102 Ln' Topsoil Oft Kevin Bean (817) 870--0555 a, r Cow Town. Redi Mix Readi Mix Concrete 1 ' Concrete $ 8,921.00 3400 Bethlehem Fort Worth, Tx. 76111 Bill Mogridge (817) 759-1919 Rev.5/30103 i ATTACHMENT IA FORT WORTH Page 3 of 3 Primes are required to identify ALL subcontractors/suppliers,regardless of status; i.e., Minority, Women and non-MMBEs. Please list MNVBE firms first,use additional sheets if necessary. Certification [check one] I SUBCONTRACTORISUPPLIER T r .� Company Name i N F Detain Detail Address M WC x F Subcontracting Work Supplies Purchased Dollar Amount TelephonelFax r g 8 T D ► E E R O E G T E s q Ferguson Waterworks D.I. Ripe, Valve 2683 W. Euless Blvd. X Fittings, Hydrants $4,692.00 Euless, Tx, 76040 1 Castings, Etc. Chris Tuinstra (817) 540-1888 Gully Construction FENCE F.O. Box 698 1 x $ 10,500.00 Roanoke, Tx. 76262 Shane Guldbransen (817) 808-1608 GreenScaping, LF Q SOD $ 3,690.00 8917 Cardianl Ln 1 a R North Ruchland Hills Ln Tx 76180 °O Curtis Green °o 817-379-0755 p w x Rev.5!30/03 i ATTACHMENT 9A FORTWORTH Page 4 of 4 4 Total Dollar Amount of MNVBE Subcontractors/Suppliers $ 116,730.00 Total Dollar Amount of Nan-MfWBE Subcontractors/Suppliers $ 87,818.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ 204,548.00 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of ChangelAddition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MAW/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/supplierslcontractors participating on the contract that will substantiate the actual worst performed by the MIWIDBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. r� r-` DRISKOLL TUBBS Authorize ignature Pranced Signature DRISKOLL TUBBS EXECUTIVE VICE PRESIDENT PAUL ROY, PROJECT ADMINISTRATOR Title Contact Namerritle(if different) JOIlN BURNS CONSTRUCTION CO OF TEXAS, INC. 972-434-6789 / 972-221-8301 FAX Company Name Telephone and/or Fax P.O. BOX 1117 PROY@JBCCO.COM a. Address Email Address LEWISVILLE, TEXAS 75067 SEPTEMBER 4, 2003 ,g CitylStatelbp date Rev.5130103 ATTACHMENT 1 B FORT WORTH Page 1 of 1 City of Fort Worth Prime Contractor Waiver Form PRIME GOMPANY NAME: Check applicable block to describe prime I" JOHN BURNS CONSTRUCTION COMPANY OF TEXAS INC. MlWIDBE x NON MMfldBE PROJECT NAME: LOST CREEK PH 1 DRAINAGE IMPROVEMENTS FOR 'LOST CREEK BLVD. BID DATE SNOW CREEK DR AND t7EVONAIRE DR. AUGUST 28, 2003 City's MNVBE Project Goa$: PROJECT NUMBER 24 % DOE PROJECT NUMBER 3437 r. If both answers to this form are YES, do not complete ATTACHMENT 1C(Oood Faith Effort Form), All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if to ffi answers are yes. Failure to complete this form in its entirety and be received by the Mananina Department on or before 5:00 p.m.,.five(5)-City business days after bid opening,exclusive of the bid opening date,will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, x NO this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, .� this is your normal business practice and provide an inventory profile of your business. X NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/WBE(s) on this contract, the payment therefore and any proposed changes to the original M/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 M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one 1 year, Q'--_ Zl DRISKOLL TUBES Authors i3d Signatur Printed Signature EXECUTIVE VICE--PRESIDENT PAUL ROY, PROJECT ADMINISTRATOR TiNe Contact Name(it different) JOHN BURNS CONSTRUCTION CO OF TX, INC. 972-434-6789 1972.-221-8301 FAX Company Name Phone Number Fax Number P.O. Bax 1117 PROY@JBCCO.COM Address Email Address LEWISVILLE, TEXAS 75067 SEPTEMBER 4, 2003 City/State/Zip Date Rev.5130103 ATTACHMENT 1 C n Page 1 of 3 FORT WORTH City of Fart Worth Good Faith Effort Fora PRIME COMPANY NAME; Check applicable Mock to describe . rime J014N BARNS CONSTRUCTION COMPANY OF TEXAS INC. M1W1C70E NON-MWI)BE PROJECT NAME: X LOST CREEK PH 1 DRAINAGE IMPROVEMENTS FOR LOST CREEK BLVD. BID DATE TSNOW CREEK DR AND DEVONAIRE DR. AUGUST 28 2003 P City's MIWBE Project Goal: PROJECT NUMBER 24 % DOE PROJECT NUMBER 3437 If you have failed to secure MIWBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal,you must complete this form. If the bidder's method of compliance with the M1WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 'I thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m.five(5) City business days after bid opening,exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting andlor supplier opportunity) for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-M1WBE. (DO NOT LIST NAMES OF-FIRMS1 On Combined Projects, list each subcontracting and or supplier opportunity through the 2° tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities CAST IN PLACE STRUCTURES SUPPLY FUEL PAVEMENT REPLACEMENT SUPPLY SAND & STONE DRIVE REMOVAL SUPPLY PIPE VALVES & FITTINGS SPOIL HAUL OFF SUPPLY CONCRETE READY MIX FENCE REPLACEMENT SUPPLY BARRICADES TRENCH SAFETY DESIGN SUPPLY R.C. PIPE & BOX SWPPP PREPARATION INSTALL & REMOVE EROSION CONTROL DEVICES UNCLASSIFIED EXCAVATION Rev.05/30/03 ATTACHMENT 1C Page 2 of 3 2.) Obtain a current(not more than three (3) months old from the bid open date) list of MIWBE subcontractors and/or suppliers from the City's M/WBE Office. X Yes Date of Listing 7 1 3 / 03 No 3.) Did you solicit bids from MIWBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Y Yes (if yes,attach MIWBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? X Yes (if yes,attach list to include name of MNVBE firm, ep rson contacted,phone number and date and time of contact.) No r NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide MIWBE name, date, time, fax number and documentation faxed. NOTE: If the list of MfWBEs for a particular subcontract!ng/suppller opportunity is ten (10) or less, the r bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of M1WBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- thirds (2/3) of the list within such area of opportunity, but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential MIWBEs or information regarding the location of A plans and specifications in order to assist the M/WB'Es? Yes No 6.) Submit documentation if MlWBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the IWIIINBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets,if necessary,and attach. Company Name Telephone Contact Person Scope of Work Reason for RNection NCH & SONS 817- CONTRACTORS INC. 477-5409 ALLAN i`LMP RAMBO 817- CONTRUCTION 426-1166 SLO'I`T SELF CIP 15MICIURE . QUOTE NOT LOW COWTOWN TRAFFIC 81 - SUPPLY TRAFFIC CONTROL ROOSEVELT BURRELL NT EVICE QUOTE NOT LOSS' MC TRTECO. 8x+78-0384 EDDIE MARTIN SUPPLY SANTE & qJ0NF QJJQJE NOT LOW BEENE TRUCKING 8337-4527 DOYLENE BEENE SUPPLY SAND & QUOTE NOT LOW B&N CONCH4ING 815- STONe 58-022 BEVERLY WHITE SAW U SCOPE COMBINED W� ANOTHER _qUB CEN-TEX SEEDING 81 - - SOD QUOTE NOT T.QW Rev.05/30/113 ATTACHMENT 1C Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feet will Further explain your good and honest efforts to obtain MfWBE participation on this project. y JOHN BURNS CONSTRUCTION FAXED BID REQUESTS AS PER ATTACHED DOCUMENTATION The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this .w contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for - terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under f=ederal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the MfWBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by AheC4"/WBE Offic . DRISKALL TUBS A raed Signature - - Printed Signature EXECUTIVE MICE PRESIDENT PAUL ROY, PROJECT ADMINISTRATOR Title Contact Name and Title of different) JOHN BURINS CONSTRUCTION CO OF TEXAS,INC. 972-434-6789 / 972.-221-8301 FAX Company Name Phone Number Fax Number P.O.BOX 1117 PROY@JBCCO.COM. Address Email Address LEWISVILLE, TEXAS 75067 SEPTEMBER 4, 2003 Citylstatelzip Gate Rev.05130103 d CITY OF FORT WORTH,TEXAS DEPARTMENT OF ENGINEERING r SPECIAL PROVISIONS II FOR: LOST CREEK PHASE I DRAINAGE IMPROVEMENTS LOST CREEK BLVD., SNOW CREEK DR.AND DEVONAIRE DR. MARY'S CREEK ESTATES-FROM DEVONAIRE COURT TO LOST CREEK ADDITION LOST CREEK ADDITION—FROM JUST WEST OF SNOW CREEK DRIVE TO EAST OF SNOW CREEK DRIVE ONTO THE GOLF COURSE ' LOST CREEK ADDITION—FROM,JUST WEST OF LOST CREEK BOULEVARD TO THE SMALL LAKE ON GOLF COURSE.MUST EAST OF LOST CREEK BOULEVARD DOE NO.3437 FILE NO.SD-87 TPW NO.C111-020111028920 1. SCOPE OF WORK: The work covered by these pians and specifications consist of storm drainage improvements and all other miscellaneous items of construction to be performed as outlined in the Plans and Specifications which are necessary to satisfactorily complete the work. 2. AWARD OF CONTRACT AND WORKING DAYS j (a) Bid: This project is designed as two units: Unit I:Drainage improvements Unit II: Channel construction (b) Submission of Bids: The Contractor shall be required to submit a bid on both Unit I and Unit lI to be considered as a responsive bidder. If the Contractor submits a bid and has the lowest proposal price, the Contractor will be the apparent successful bidder for this project. (c) The number of working days is as follows: One Hundred Twenty (12.0)WORKING DAYS (d) The Contract will be awarded to the lowest responsive bidder. 3, WORK ORDE&ISSUANCE; All utilities and right-of-way easements are expected to be clear and easements and/or permits obtained on this project within sixty (60) days of advertisement of this project, The work order for subject project will not be issued until all utilities , right-of-ways, easements and/or permits are cleared or obtained.The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 4. NUMBER OF WORKING DAYS: The Contractor agrees to complete the work within the allotted number of working days shown in the proposal. If the Contractor fails to complete the work within the number of working days specified, liquidated damages shall be charged,as outlined in Part 1,Item 8, Paragraph 8.5,of the"General Provisions"of the Standard Specifications for Construction,City of Fort Worth,Texas,Public Works Department,Engineering Division. Liquidated damages shall be based on the total contract value. 5. RIGHT TO ABANDON.The City reserves the right to abandon,without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City, Special Provisions Page I of30 • 5. CONSTRUCTION SPECIFICATIONS:This contract and project are governed by the three following published specifications,except as modified by these Special Provisions. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY{1F FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS Fort Worth Water Department's General Contract Docw-nents and Specifications, effective July 1, 1978, with the latest revisions Copies of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2°6 Floor,Municipal Building, Fort Worth,Texas 75102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. T CONTRACT DOCUMENTS: 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 Department of Engineering. 8. MAINTENANCE STATEMENT:The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of TWO(2)year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 9. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City as outlined on page 17,Standard Specifications for Construction,City of Fort Worth. s, 10. PAY ITEM-TRAF1~IC CONTROL: The contractor shall be responsible for providing, following, and maintaining a traffic control plan during the construction of'this project consistent with the provisions set forth in the"1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways"issued under the authority of the"State of Texas Uniform Act Regulating Traffic on Highways,"codified as Article 6701d Vernon's Civil Statues,pertinent sections being Section Nos.27, 29,30 and 31. Payment shall be based on the lump Sum Amount bid for this item. s This traffic control plan shall be submitted for review and approval to Mr Charles R. Burkett, City Traffic Engineer @817-871-8774 at least 10 working days prior to the pre-construction conference. Although work will not begin until the traffic control plant has been reviewed and approved, the Contractor's time will begin in accordance with the time frame established in the Notice to Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or oche:sign which has been erected by the City. The Contractor shall not install any sign on a city post,pole,or structure without first obtaining written permission from the Engineer. If it is determined that a sign must be removed to permit required construction,the Contractor shaII contact the Transportation and Public Works Department. Signs and Markings Division (phone number 871-8147),to remove the sign. In the case of regulatory signs,the Contractor roust 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 Special Provisions Page 2 of 3G 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 Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. T 11. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work,except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be fim-Lished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and ifby 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. 12. DETOURS AND BARRICADES; The Contractor shall prosecute his work in such a manner as to + create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction as required by Engineer by providing barricades. Barricades,warning and detour signs shall conform to the Standard Specifications"Barriers and Warning and/or Detour Signs,"Item 524 and/or as shown on the plans. _ Construction signing and barricades shall conform to the "1984 Texas Manual on Uniform Traffic Control Devices,Vol.No. I." 13. DISPOSAL OF SPOIL/FILL NIATERIAL; 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 materia:. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth(Ordinance No. 14456). All disposal sites must be approved by the Adrninistrator to ensure the filing is not occurring within a floodplain 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 contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit,including any necessary engineering studies,shall be at the contractor's expense. In the event that the contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site,upon notification by the Director of Engineering, contractor shall remove the spoillfill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 14. ZONING REQUIREMENTS: During the constructions of this project,the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage r purposes. 15. QUALITY CONTROL TESTf NG; (e) 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 andfor Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit froth which the material was taken. The contractor shall provide Special Provisions Page 3 of 30 manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (f) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate,cement and mortar which are to be used later in the concrete. The contractor shall provide a certified copy of the test results to the City. (g) Quality control testing of in-situ materia]on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City.The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (h) Not less than 24 hours notice shall be provided to the City by the contractor for operations. requiring testing. The contractor shall provide access and trench safety system(if required)for the — site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (i) 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. 15. PROPERTY ACCESS: Access to adjacent property shall be mintained at all times unless otherwise directed by the Engineer. 17. S&IFETY 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, derricks, power shovels,drilling rigs,pile drivers,hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage Iines shall have an insulating cage- type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the 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 notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each ease. A 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 six feet of a high voltage line without protection having been taken as outlined in Paragraph(c). Special Provisions Page 4 of 30 f` I PM 18. WATER DEPARTMENT P,RE-QUALIFICATIONS: Any contractor performing any work on Pon Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform Oft such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specifications shall govem performance of all such work. 19. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent OR books, documents, papers and records of the contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. The City shall give contractor r reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the 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 transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof, City shall give subcontractor reasonable advance notice of intended audits. I (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows: i 1. 50 copies and under $0.10 per page. I 22. More than 50 copies $0.85 for fust page plus$0.15 for each page thereafter. (d) "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 subcontractor, involving transactions to the subcontract and further,that City shall have access during normal working hours to all appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." 20. CONSTRUCTION STAKES The City,through its Surveyor or agent,will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and utility construction and centerlines and benchmarks for bridgework,These stakes shall be set sufficiently in advance to avoid delay whenever practical.One set of stakes shall be set for all utility construction(water,sanitary sewer,drainage,etc.),one set of excavation/or stabilization stakes,and one set of stakes for curb and gutter and/or paving.It shall be the sole responsibility of the Contractor to preserve,maintain,transfer,etc„ all stakes furnished until completion of the construction phase of the project for which they were furnished. If, in the opinion of the Engineer,a sufficient number of stakes or markings provided by the City have been lost,destroyed,or disturbed,that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place,then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes,at the Contactor's expense.No claims for delay due to a lack of replacement of construction stakes will be accepted,and time will continue to be charged in accordance with the Contract Documents. Special Provisions Page 5 of 30 ti _ 21. UTILITIES AND RIGHT-OF-WAY EASEMENTS All utilities and right-of-way easements are expected to be clear on tliis project within sixty (60) days ~ of advertisement of this project. The work order for the subject project will not be issued until all utilities and right-of-way easements are clear. The Contractor shall not hold the City of Fort Worth responsible for delay in work order of tlhis Contract. 22, INCREASE OR DECREASE IN QUANTITIES The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. y When the quantity of the work to be done or materials to be vanished 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 that 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, whether stated by Owner or by Contractor, 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 the Owner deletes a pay item in its entirety from this contract. A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or greater than 5 percent of the original contract. A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Transportation and Public Works and approved by the City Council after said work is completed, subject to all oilier 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 Transportation/Public Works will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15%of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Transportation/Public Works access to all .� accounts,bills and vouchers relating thereto, 23. BID DOCUMENTS Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate and as determined by the City Engineer. 24. OBJECTIONABLE MATERIAL REMOVED WITHIN THE RIGHT-OF-WAY All objectionable material required to be removed within the right-of-way and not particularly described under these specifications shall be covered by Item No. 142, "Clearing and Grubbing" and shall be subsidiary of the other Items of the contract. Special Provisions Page 6 of 30 au 25. FINAL CLEANUP Final cleanup work shall be done for this project as soon as the paving and curb and gutter have been p■ constructed. No more than seven days shall elapse atter completion of construction before the i roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 25. CONSTRUCTION SCHEDULE It shall be the responsibility of the Contractor to furnish the Construction Engineer, prior to construction, a schedule outlining the anticipated time each phase of construction will begin and be completed,including sufficient time being allowed for cleanup. 1p The Contractor shall be responsible for completion of the project under the following constraints and t as otherwise specified: a) Ensuring that property owners have access to their driveways during non-working hours and as P% directed by the Engineer during work hours; b) Stripping pavement,curb and appurtenants as required to complete the work; 00 c) Minimize traffic disruption by closing no more than 112 of the driving lanes during construction unless previous written approval is obtained from the Engineer; d) Properly rerouting traffic around construction areas;and 0 e) Coordinating with the Engineer for traffic detours, lane closures,other traffic disruptions, and general construction operations. 27. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: 9r The Contractor shall take adequate measures to protect all existing structures, improvements and utilities that may be encountered. The utility lines and conduits shown on the plans are for general information only and are not guaranteed to be accurate as to location or depth. The City or their agents assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property crossed or exposed by his construction operations. Contractor shall make all necessary provisions for the support,protection,relocation, and/or temporary relocation of all utility poles, gas Iines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor shall be responsible and is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction,or better,or pay the Owner of the utility to make such repair or replacement if directed by the Engineer, at the Contractor's sole cost and expense. The Contractor shall irmnediately notify the Owner of the damaged utility or service line. He shall cooperate with the owners of all utilities to locate existing underground facilities and notify the Engineer at once of any conflicts in grades and alignment. In case it is necessary to change or trove the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs,of their property,that may be made necessary by performance of this contract. It shall be the responsibility of the Contractor to notify the following utility companies 48 hours prior to excavating around the utilities situated on this project for their location and depth: a) Southwestern Sell Telephone Company (Tel. 1-800-395-0440) b) Texas One Call System (Tel. 1-800-245-4545) c) TXU Electric and Gas(Tel. 1-800-242-9113) - Special Provisions Page 7 of 30 d) Western Union (Tel.214747-8821) e) Charter Cable Television(Locators) (Tel.817 246-5538) rf f) City of Fort Worth Light and Signal Division(Tel. 817 871-8100) g) Other Applicable Governmental Authority 28. PREQUALIFICATION FOR WATER&SEWER WORK Any contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern "w performance of all such work 29. SUBSIDIARY WORK Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration,and cleanup are general items of work that fall in the category of subsidiary work. 30. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to +. procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the terra "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 approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City, If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute. Where the term "or equal", or"or approved equal" is not used in the specifications, this does not necessarily exclude alternative 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 substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. 31, NON-DIRECT PAY ITEM-CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing," However, no direct payment will be made for this item and it shall be considered incidental to this contract. 32. NON-DIRECT PAY ITEM-SPRINKLING FQR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control"shall apply. However,no direct payment will be made for this item and it shall be considered incidental to this contract. 33. NON-DIRECT PAY ITEM-PROTECTION OF TREES,PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior }' to start of work. By 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 rights- of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree wart:shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be obtained by calling the above number. Any '^ damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the ,.� Contractor by the City. Special Provisions Page 8 of 30 " } % i Oft « .: J' yMl:.t« A+ r 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. 34. NON-DIRECT PAY ITEM - SILICONE JOINT SEALING FOR CURB CURB & GIJT1 E PAVEMENT JOINTS, PAVEMENT REPAIR JOINTS. VALLEY GUTTER WHEEL CHAIR RAMPS,SIDEWALK AND DRIVEWAY PAVEMENT JOINTS,- SILICONE OINTS;SILICONE JOINT SEALING 1. SCOPE This specification for silicone joint sealing Portland {Cement Concrete pavement and curbs shall supersede Item 314,2. (11) "Joint Sealing Materials" of the STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-CITY OF FORT WORTH,and Item 2.210"Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF GOVERNMENTS. 2. DESCRIPTION This specification for silicone joint sealing shall apply to, but no be limited to, all Portland Cement Concrete curb, curb and gutter, pavement joints, pavement repair joints, valley gutter, wheel chair ramps,sidewalk and driveway pavement joints. 3. MATERIALS ` 3.1 The silicone joint sealant shall meet Federal Specification T I'-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 sealant meets these requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self-Leveling Silicone Joint Sealant: The:joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation,Midland,MI 48686-0494,or an approved equal. Self-Leveling Ssllcone Joint Sealant Test Method Test Requirement AS SUPPLIED "*** Non Volatile Content,%min. 96 to 99 MIL-S-8802 Extrusion Rate,grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 **** Skin-Over Time,minutes max. 60 **** Cure Time,days 14 to 21 **** Full Adhesion,days 14 to 21 Special Provisions Page 9 of 30 AS CURED-AFTER ASTM D 412,Die C Mod. Elongation,%min. 1400 ASTM D 3583 Modulus @a 150%Elongation,psi max. 9 P (Sect. 14 Mod.) i ASTM C 719 Movement, 10 cycles @+100I-50% No Failure ASTM D 3583 Adhesion to Concrete,%Elongation rain. 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt,%Elongation rain. 600 (Sect. 14 Mod,) 3A 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 initial 114 inch width "green" saw-cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately ager the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cutpoints.) The pavement shall be allowed to cure for a minimum of seven (7) days, Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40F(4C)and rising. 5. EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 5.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 efrrL There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow-tube shall fir into the saw-cut joint. 5.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 5.6 Injection Tool.This mechanical device shall apply the sealant uniformly into the joint. Special Provisions Page 10 of 30 5.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 5.8 Backcr Rod Rollcr and Tooling instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements, 6. CONSTRUCTION METHODS 6.I Generai: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations 6.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on the "Construction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the j o int. 6.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by gushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. When the Contractor elects to saw the joint by the tiny method, flushing the joint with high pressure water may be deleted, The dust resulting from the sawing shall be removed from the joint by using compressed air, (Paragraph Rev, 1,October 18, 14$4) Ager complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes, Upon the termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall he 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 trwmer 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 (1 using the mechanical injection tool, The joint sealant application shall not be permitted when the �! air and pavement temperature is less than 40F (4C}. Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to sea the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the flesh sealant until it becomes tack-free. Approval of Joints: A representative of the sealant manufacturer shall be present at the joie 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 con-unences. Special Provisions Page I I of 31D 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 f* No separate payment will be made for Silicone Joint Sealant of Concrete curb, curb and gutter, pavement joints, pavement repair joints,valley gutter, wheel chair ramps, sidewalk and driveway pavement joints. This item will be considered subsidiary to the contract will include furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. r• 35. NON-DIRECT PAY ITEM—PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Eagineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis, Clean up work shall include,but not be limited to: �. a Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner Keeping trash of any kind off of residents'property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and rigbt-of-way is cleaned up to the satisfaction of the Engineer. 36. NON-DIRECT PAY ITEM-PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction, including project cleanup, and allow the contractor to complete the work in the allotted time. This schedule will also provide the Construction Manager with an estimated completion date of work to be performed under this Contract. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However,contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved in producing and maintaining the project schedule shall be subsidiary to this contract. j 37. NON-DIRECT PAY ITEM—PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any block in the project,the contractor shall,on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction.The notice shall be prepared as follows: The notification notice or flyer shall be posted seven(7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the fallowing information: Name of Project, DOE No.,Scope of Project (i.e. type of construction activity),actual construction duration within the block,the name of the contractor's foreman and his phone Special Provisions Page 12 of 30 1 on number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the `pre-construction notification'flyer is attached. The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. An electronic version of the sample flyer can be obtained from the construction office at 871-8306. All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. 38. NON-DIRECT"PAY ITEM—PRE-CONSTRUCTION NEIGHBORHOOD MEETING: After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date,and answer any construction related questions, Every effort will be made I to schedule the neighborhood meeting within the two weeks following the pre-construction conference but in no ease will construction be allowed to begin until this meeting is held. 39. NON-DIRECT PAY ITEM—FORCED PLASTIC WATER METER BOXES CLASS A. The Contractor shall take adequate measures to protect all existing water meter boxes that may be encountered. The water meter boxes shown on the plans are for general information only and are not guaranteed to be accurate as to location. The City or their agents assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any mariner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all water meter boxes crossed or exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all water meter boxes during construction. The Contractor shall be responsible and is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and or temporary relocation or replacement if damaged of such facilities shall be included in the cost bid per linear foot of pipe installed. PAM NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 40, PAY ITEM.-UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the Im final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal;however,this does not guarantee any payment for utility adjustments,neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due to his negligence,where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the contractor at the contractor's expense. Replacement of lawn sprinkler and irrigation systems which must be moved in order to complete the project will also be covered under utility adjustment,subject to the provision for Contractor's negligence as stated above. 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. R Special Provisions Page 13 o£30 41. PAY ITEM-PROJECT DESIGNATION SIGN: The contractor shall construct and install Project Designation Signs at the extreme ends of each street project and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each street under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the r enclosed detail. The sign shall be constructed of 1/4" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at tate project site upon commencement of construction. ' The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. r. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 42. PAY ITEM-REMOVE EXISTING CURB AND GUTTER: This Item shall be governed by Standard Specifications Item No. 104,"Removing Old Concrete"except as modified here in. Where shown on the plans or where designated by the Engineer,existing curb and gutter and existing laydown curb at drive approaches,shall be removed and disposed of in a manner satisfactory to the Engineer. At locations where existing drains pass through the curb and the existing drains are to be rerouted to the proposed subdrain,the contractor shall sawcut the existing curb section at I' left and 1'right of the existing drain or remove to the nearest construction joint or saw cut as directed by the Construction Engineer_ Prior to removal, the contractor shall sawcut the existing curb and pavement at 9"out from the gutter lip or the entire curb and gutter section(for H- MAC Street pavement). The contractor shall remove and protect all existing storm drains that are currently routed through the curb. Where joining existing work,do not cut through the existing reinforcing steel. At construction joints,the existing reinforcing steel shall be cleaned and lapped with the new reinforcing steel of the proposed concrete curb and gutter. Measurement will be bathe linear foot of curb or curb and g—uger removed (including Iaydown curb) as shown on the proposal and will be full compensation for the removal and disposal of the curb, curb and gutter, and laydown curb and gutter removed; and for all labor, tools, and incidentals (including saw- cutting) necessary to complete the work. Work associated with salvage and replacement of existing storm drain that are routed through curb sections that are not designated to be connected to proposed subdrain shall be considered subsidiary to other items of the proposal. 43. PAY ITEM–CONCRETE CURB OR CURS AND GUTTER: This Item shall be governed by Standard Specifications Item No. 502, Concrete Curb and Gutter, except as modified herein. Replacement concrete curb or concrete curb and gutter shall be of the size designated on the bid item of the proposal or to match the existing adjacent curb or curb and gutter section as applicable. Replacement curb shall be in accordance with Drawing Nos. S-S2,S-S3, S-S4 or S-S 12. Any deficiency of the subgrade beneath the new curb or curb and gutter section shall be filled in with imported flexible base material and compacted to 95%Standard Proctor Density. Where joining existing work, the existing reinforcing steel at construction joints shall be cleaned and lapped with the new reinforcing steel of the proposed concrete curb and gutter. Where there is no existing reinforcing steel to lap with at construction joints, the contractor shall be required to drill a minimum of 8"deep,epoxy and dowel into the existing curb and gutter to lap with the proposed reinforcing steel of the curb to be replaced. Top soil as per specification item,No. 116"Top Soil", if needed,shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters,sprinkler system,etc.damaged during construction shall be replaced with same or better at no cost to the City. Special Provisions Page 14 of 30 The unit price bid per linear foot of curb or curb and gutter of the sizes shown on the proposal and will be full compensation for the construction of the curb, curb and gutter, and laydown curb; and for all labor, tools, and incidentals(including Silicon joint sealing the construction joints, drilling,epoxy, dowelling and any adjacent topsoil replacement)necessary to complete the work. „ 44. PAY ITEM-REMOVE EXISTING CONCRETE DRNE_WAY,SIDEWALK, LEAD WALK AND WHEELCHAIR RAMP INCLUDING SAW CUTTING- See Standard Specifications Item No. 104,"Removing Old Concrete"except as modified here in. Where shown on the plans or where designated by the Engineer,existing driveway pavement,sidewalks and lead walks shall be removed and disposed of in a manner satisfactory to the Engineer. The existing reinforcing steel at construction joints shall be cleaned and lapped a minimum of 40 bar diameters with the new _ reinforcing steel of the proposed sidewalks and lead walks. Unless otherwise shown or directed by the engineer,existing driveway pavement shall be saw cut and removed one inside the right-of-way line off of the private property. Measurement will be by the square foot as shown on the proposal and will be full compensation for the removal and disposal of the existing driveway pavement, sidewalks and lead walks ,. removed, and for all labor, tools, and incidentals(including saw-cutting where required or as directed) necessary to complete the work. All exposed aggregate lead walks shall be removed, salvaged, stored and replaced or as directed by the Engineer. The contractor shall protect fences, retaining walls and all other structures during the removal of the sidewalks, The contractor shall be responsible for damage to all adjacent structures and exposed aggregate structures and if damaged shall repair or replace said strictures at contractor's own expense. 45. PAS`ITEM—UNCLASSIFIED CHANNEL EXCAVATION: See TPW Standard Specification Item No. 124 " Unclassified Channel Excavation" governing this item. Removal of all spoil, waste and objectionable material found within the limits of the excavation shall be removed from the job site and disposed in a manner satisfactory to the engineer. Removal of such shall be n subsidiary to this item The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at unit prices bid. The party requesting the payment of the actual rather than plan quantities is responsible for bearing any survey/or measurement costs necessary to verify the actual quantities. 46. PAS'ITEM-REMOVE AND REPLACE EXISTING INLET TOPS: Standard Specifications Item No.452,"Removing Old Structures"shall govern this Item except as modified here in. No blasting shall be allowed. Where shown on the plans or where designated by the Engineer,existing curb inlet tops shall be removed and disposed of in a manner satisfactory to the Engineer.This item shall consist of the removal and disposal of the existing inlet top a minimum of 18 inches or as required,whichever is greater, and constructing a new inlet top to the proposed lines and grade shown on the plans. The contractor shall maintain the existing reinforcing steel to be used as dowels for the new construction. A concrete bonding agent shall be applied to the.joint. . Measurement will be per each inlet to removed and replaced as shown on the proposal and shall be full compensation for the removal,reconstruction and disposal of the curb inlet top;including all labor, tools, and incidentals (including saw-cutting where required or as directed)necessary to complete the work A trench safety system shall be used for all excavations of all depths. The excavating and trenching Operation Manual of Occupational Safety and Health Administration, U.S. Department of Labor;Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this item and hereby made part of this specification. However no direct payment will be made for this item and payment for trench safety systern(s) shall be included in the unit prices bid for the items involving trenching in this contract. Special Provisions Page 15 of 30 47. PAY ITEM- REMOVE EXISTING INLETS: Standard Specifications Item No.452,"Removing Old Structures"shall govern this Item except as modified here in. No blasting shall be allowed. Where shown on the plans or where designated by the Engineer,existing curb inlet shall be removed and disposed of in a maruier satisfactory to the Engineer. Measurement will be perlincar foot rcmovcd as shown on the proposal and shall be full compensation for the removal and disposal of the curb inlet including inlet lead pipe,regardless of the length to the lead pipe; including all labor,tools,and incidentals(including saw-cutting where required or as directed)necessary to complete the work. A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching Operation Manual of Occupational Safety and health Administration,U.S. Department of Labor, Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this item and hereby made a part of this specification. However, no direct payment wil i be made for this item and payment for the trench safety systems) shall be included in the unit prices bid for the items involving trenching in this contract. 48. PAY ITEM-STANDARD 10-FOOT CURS INLET: This item shall be governed by the applicable provisions of Standard Specification Item 400 "Structural Excavation" and Standard 'Specification Item 444 "Manholes and Inlets". . This item shall include the construction of a 10' curb inlet as specified and at locations shown on the plans or as directed by the Engineer. The unit price bid shall be full compensation for the furnishing of all materials and construction of the 10'curb inlet, as directed by the Engineer, including excavation, backfill,concrete, reinforcing steel, castings, fittings, storm sewer connection, labor, equipment, tools, and other incidentals necessary to complete the work. A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching Operation Manual of Occupational Safety and Health Admisustration,U.S.Department of Labor;Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this item and hereby made a part of this specification. However, no direct payment will be nide for this item and payment for the trench safety system(s) shall be included in the unit prices bid for the items involving trenching in this contract. 49. PAY ITEM-STANDARD DOUBLE 10-FOOT CURB INLET PER DETAIL: This item shall be governed by the applicable provisions of Standard Specification Item 400 "Structural Excavation" and Standard Specification Item 444 "Manholes and Inlets". . This item shall include the construction of a Double 10' curb inlet as specified and at locations shown on the plans or as directed by the Engineer. The unit price bid shall be full compensation for the furnishing of all materials and construction of the Double 10' curb inlet, as directed by the Engineer, including excavation, backfill, concrete, reinforcing steel, castings, fittings, storm sewer connection, labor, equipment, tools, and other incidentals necessary to complete the work. ' A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching Operation Manual of Occupational Safety and Health Administration,U_S.Department of Labor;Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this item and hereby made a part of this specification. However, no direct payment will be made for this item and payment for the trench safety system(s) shall be included in the unit prices bid for the items involving trenching in this contract. Special Provisions Page 16 of 30 M s 50. PAY ITEM- 40-FOOT CURB INLET: This item shall be governed by the applicable provisions of Standard Specification Item 400 "Structural deft Excavation" and Standard Specification Item 444 "Manholes and Inlets". . This item shall include the construction of a 40' curb inlet as specified and at locations shown on the plans or as directed by the Engineer. The unit price bid shall be full compensation for the furnishing of all materials and construction of the 40' curb inlet,as directed by the Engineer, including excavation,backfill, concrete, reinforcing steel, castings, fittings, storm sewer connection, labor, equipment, tools, and other incidentals necessary to complete the work. *- A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching Operation Manual of Occupational Safety and Health Administration, U.S.Department of Labor, Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this item and hereby made a part of this specification, However, no direct payment will be made for this item and payment for the trench safety systems) shall be included in the unit prices bid for the items involving trenching in this contract. 51. PAY ITEM—OPENBA--K DOUBLE 10-FOOT CURS INLET: Tluis item shall be governed by the applicable provisions of Standard Specification Item 400 "Structural Excavation" and Standard Specification Item 444 "Manholes and Inlets". . This item shall include the construction of a Openback Double 10' curb inlet as specified and at locations shown on the plans or as directed by the Engineer. The unit price bid shall be full compensation for the furnishing of all materials and construction of the Openback Double 10'curb inlet, as directed by the Engineer, including excavation, backfill,concrete, reinforcing steel, castings, fittings, storm sewer connection, labor, equipment, tools,and other incidentals necessary to complete the work. A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching Operation Manual of Occupational Safety and Health Administration,U.S. Department of Labor, Subpart P shall be the mirumum governing requirement of the item and is hereby made a part of this item and hereby made a part of this specification. However,no direct payment will be made for this item and payment for the trench safety system(s) shall be included in the unit prices bid for the items involving trenching in this contract. 52. PAY ITEM-CONNECTION TO EXISTING STORM DRAIN INLET OR STQRM DRAIN MAIN: The Contractor shall determine the exact location, elevation, configuration and angulations of existing storm sewer inlet, pipe or box culvert prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and. or angulations of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. The cost of removing any existing concrete plug or cutting into the existing inlet, pipe or box culvert shall be included in the cost of connection. All cost incurred shall be included in the unit price bid for the appropriate connection. 53. PAY_ITEM- 4-INCH REINFORCED CONCRETE SIDEWALK, EADWALK OR DRIVEWAY PAVEMENT: - - The applicable provisions of Standard Specification Item 504 shall govern this item. Sidewalks and lead walks shall be.constructed with 3000#concrete on a two inch sand cushion. Place one-half inch preformed bituminous expansion joints at jumcticns with existing work and at intervals not to exceed 50 feet, or as directed by the Engineer. The unit price bid per square foot shall prevail regardless of the actual final amount required and shall be full compensation for furnishing all material, labor, and incidentals required to complete the work. The thickness of the proposed concrete shall be based on the thickness shown on the plans and as specified in the bid items of the proposal. At locations where the line crosses driveway approach pavement, the thickness shall be increased to six inches(minimum)and shall be paid for at the square foot price of the bid item for 6-inch concrete driveway approach. All brick.,stone and grout lead walks shall be removed,salvaged,stored and replaced or as directed by the Engineer. Special Provisions Page 17 of 30 AV The contractor shall protect fences, retaining walls and all other structures during the construction of the sidewalks. The contractor shall be responsible for damage to all adjacent structures and shall repair or replace structures at contractor's own expense. 54. PA` 1TEM—6-INCH REINFORCED CONCRETE STANDARD DRIVEWAY APPROACH PAVEMENT: r This item shall be governed by the applicable provisions of Standard Specification Item 504 `SConcrete Sidewalks and Driveways". The unit price bid per square foot shall be full compensation for excavation and preparing subgrade, furnishing all materials including gravel base and expansion joint materials and for all manipulation,labor,tools,equipment and incidentals required to complete the work. 55. PAY ITEM—THS-ITEM INTENTIONALLY OMITTED: 56. PAY ITEM—STANDARD 5'STORMDRAIN MANHOLE: This item shall be governed by Standard Specifications for Street and Storm Drain Construction Item 444 "Manholes and Wets"constructed in accordance with Standard Specifications Drawing No, S-SD 7. 57. PAY ITEM—STANDARD 6'STORMDRAIN MANHOLE: This item shall be governed by Standard Specifications for Street and Storm Drain Construction Item 444 "Manholes and Inlets"constructed in accordance with Standard Specifications Drawing No.S-SD 7. 58. PAY ITEM=21",24"Lor 36"DIAMETER CLASS III RCP STORM DRAIN: This item shall be governed by the applicable provisions of Standard Specification Item 440 "Reinforced t• Concrete Culvert Pipe". The unit price bid shall be full compensation for the furnishing of all materials to install the 21", 24" or 36" Diameter Class III Reinforced Concrete Pipe to the lines and grades shown on the plans or as directed by the Engineer, including embedment, castings, fittings, storm sewer connection, labor,equipment,tools,and other incidentals necessary to complete the work. A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching Operation Manual of Occupational Safety and Health Administration,U.S. Department of Labor;Subpart P shall be the minimum governing requirement of the item and is hereby made a part of this item and hereby made a part of this specification. However,no direct payment will be made for this item and payment for the trench safety system(s)shall be included in the unit prices bid for the items involving trenching in this contract. w 59. PAY ITEM—TRENCH EXCAVATION AND BACKFILL FOR STORM DRAINS: This item shall be governed by the applicable provisions of Standard Specification Item 402 "Trench Excavation and Backfill for Storm Drain" except as modified by the "WATER, SEWER & STORM DRAIN EMBEDMENT AND BACKFILL DETAILS", CITY OF FORT WORHT— CONSTRUCTION STANDARD,FIGURE A,DATED 2/19/02,as shown in these Specification and Contract Documents. 60. PAY ITEM-TRENCH SAFETY SYSTEM FOR TRENCHES GREATER THAN FIVE FEET DEEP: Description: This item will consist of the basic requirements that the contractor must comply with in order to provide for the safety and health of workers in a trench and the protection of adjacent homes,structures and property, The contractor shall develop,design and implement the trench excavation safety protection systern. 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 and the protection of adjacent homes,structures and w+, Property The trench excavation safety protection system shall be used for all trench 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 specification. The contractor shall,in addition,comply with all other applicable Federal,State and local rules,regulations and ordinances. Special Provisions Page 18 of 30 f The contractor shall, in addition,when working near homes,structures and property provide for the protection of the homes,structures and property and shall at their expense be responsible for and complete any repair needed due to damage caused by their activates. Measurement and Payment: All methods used for trench excavation safety protection shall be measured by the linear foot of trench and paid at the unit price in the Proposal, which shall be total compensation for fitrrtishing design,materials, tools, labor,equipment and incidentals necessary, including removal of the system. Gl. PAY ITEM-PAVEMENT REPAIR PER FIG.2000AB and 2000-4W: The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for U61iry Cuts, Figure 4 HMAC Pavement_ Limits of pavement removal shall be governed by Figure 20004B dated 315101 and Figure 20004W dated 2114101." This finished grade shall be maintained in a serviceable condition until the paving has been replaced and as governed by Figure 2000-5 dated 3/5/01. All residential driveways shall be accessible at night and over weekends. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to snake utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement rmy be waived if work is being done under a Performance Bond and inspected by the Departmtrit of Engineering. •S 62. PAY ITEM-TOP SOIL: This item shall be governed by item 116 of the City of Fort Worth Standard Specifications for Construc-tion. The Engineer shall direct locations for placement of the topsoil. The proposal quantities shown are calculated to provide topsoil tbu.r to six inches in depth(compacted) over the parkway area and do not include material deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid tar and may be substantially less duan the proposed quantities listed. The unit price for this pay item is a pre-bid amount of eleven dollars($11.00)per cubic yard." ti3. PAY ITEM—THIS ITEM INTENTIONALLY REMOVED: 64. PAY ITEM—TYPE 'B' MODIFIED REINFORCED CONCRETE HEADWALL: Except as modified herein, Standard Specifications for Street and Storm Drain Construction Item 410 "Concrete Structures" shall govem this item constructed in accordance with Standard Specifications Drawing No. S-SD 13A. The unit price bid per cubic yard for "Type '13' Modified Reinforced Concrete * Headwall" shall include the removal and disposal of the existing "concrete headwall wing" and includes any demolition dowelling into existing headwall or complete headwall replacement as required. 65. PAY ITEM—INSTALLATION OF WATER FACILITIES. 65.1 Polyvinyl Chloride(PVC)Water Pipe POLYVINYL Chloride. Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the GEmeral Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BIL?ITEM(S), Special Provisions Page 19 of 30 65.2 Blocking Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 65.3 Type of Casing Pipe 1. WATER,- The ATER:The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, EI-5 and El-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The - steel casing pipe shall be supplied as follows. For the inside and outside of casing pipe,coal-tar protective coating in accordance with the requirements of Sec,2.2 and related sections in AWWA C-203, Touch-up after field welds shall provide coating equal to those specified above. C, Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centea-ing style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non-concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWED. Boring used on this project shall be in accordance with the material standard Et-15 and Construction standard E2-15 as per Fig. 1 10 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 65.4 Tie-Ins The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie- ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 65,5 Connection of Existing Mains The Contractor shall determine the exact location,elevation,configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece, Axuy differences in locations, elevation,configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such downs time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main,the Contractor shall notify the Manager,Construction Services, Phone 571-7813, at least 48- hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time,and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection, Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. Special Provisions Page 20 of 30 { Y 55.5 Valve Cut-ins It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or P, replacement is to be connected.This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of itisspection, All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required,shall be included in the price of the appropriate bid items. 65.7 Water Services The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer, All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K capper water tubing, curb stops with tock wings, meter boxes,and if required approved manufactured service branches, All materials used shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the teeter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. j All water service meters shall be removed, tagged,and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the .Engineer. All such work on the outlet side of the service meter shall be perforated by a licensed plumber. 1, WATER SERVICE REPLACEMENTS Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings,and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter F` location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Litre from Main to five (5) feet behind Meter. Any vertical adjustment of customer service lute within the 5 toot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required),corporation stops,and firtinl s shall be included in the price bid for Service Taps to Main. Special Provisions Page 21 of 30 - — 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one(1)Service Tap to Main for each service reconnected pins for any copper service line used in excess of five(5) feet from Main to five(5)feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and - for the licensed plumber shall. be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line,curb stop with lock wings,and meter box. Payment for all work and materials such as backfill, fittings,type K copper tubing,and curb stop with lock wings shall be included in the Linear Foot price bid for Service Litre from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Maim. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LdNES TO SINGLE SERVICE METER. Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment sball be made at the unit bid price in the appropriate bid item(s). 65.8 2-Inch Temporary Service Line The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that wiII necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. Special Provisions Page 22 of 30 A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3!4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime(HTH)prior to installation, In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter for all temporary service lines. Water used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accuzately as possible. At the pre-construction - conference the contractor will advise the inspector of the number of meters that will be needed along with the locations where they will be used. The inspector will deliver the hydrant meters to the locations. After installation, the contractor will take full responsibility for the meters until such time as the contractor returns chose meters to the inspector. Any damage to the meters will be the sole responsibility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and if repairs are needed the contractor will receive an invoice for those repairs. The issued meter is for this specific project and location only. Any water that the contractor may need for personal use will require a - separate hydrant meter obtained by the Contractor,at their cost, from the Water Department. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location.The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rzte of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service atlowed,number of service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes,314- inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3!4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. 65.9 Adjust Manholes,and Vaults(Utility Cut) Contraccor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The urut price bid will be full payment for materials including all labor,equipment, tools and incidentals necessary to complete the work. 65.10 Adjust Water Valve Boxes Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves thernselves will be adjusted,if necessary,by City of Fort Worth Water Department forces. Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes, The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. #P The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work,. 65.11 Purging and Sterilization of Water Lines Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will famish all water for INITIAL cleaning and sterilization of water lines. All r raterials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or Special Provisions page 23 of 30 chlorinated time (14TH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty(50)PPM. The residual of free cltlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated'} prior to disposal. The line may not be placed in service witil two successive sets of samples, taken 24 hours apart,have met the established standards of purity, Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 55.12 Work Near Pressure Plane Boundaries Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 65,.13 Water Sample Station GENERAL; All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furbished to the Contractor free of charge, however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 IINISTALLATIONS: Payment for all work and materials necessary for the installation of the 3!4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle(if required),corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shalt be included in the price bid for Water Sample Stations, PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle,gate valve,and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 65.14 Ductile Iron and Gray Iron Fittings Reference Part E2 Construction Specifications, Section E2-7 Installing Cast iron Pipe, fittings, and Specials,Sub section E2-7.3 I Cast Iron Fittings: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTI-NGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-T The price bid for waterline adjustment will include the price per ton of fittings shall be payment in full for all fittings,joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. Special Provisions Page 24 of 30 r 66. PAY ITEM— "OR 10"DIAMETER WATERLINE ADJUSTMENT TO AVOID CONFLICT WITH }; STORMDRAIN PER EACH LOCATION: The locations of potential grade conflicts with the proposed stormdrain have been shown on the stormdrain construction plans. Waterline relocation shall comply with the WATERLINE ADJUSTMENT DETAIL as shown on the construction plans DETAIL sheet. Waterline construction and materials shall comply with Fort Worth Water Department's General Contract Documents and Specifications, effective July 1, 1978, with the latest revisions. The unit price bid for "B" or "10" diameter Waterline Adjustment to avoid Stormdrain conflict per each location" shall include all pipe, fittings, blocking, encasement, materials, • excavation,backfill, equipment, labor and work necessary to adjust waterlines at each stormdrain location where the waterline elevation conflicts with the proposed stormdrain or lead pipes. Pb 67. PAY ITEM—6"SANITARY SEWER REMOVAL AND REPLACEMENT WITH 6"D.I.P. SANITARY SEWER PIPE 10'to 12' IN DEPTH: The locations of limited clearance between the existing sanitary sewer and the proposed stormdrain have been shown on the stormdrain construction plans. Existing sanitary sewer shall be replaced with one joint .► of DIP sanitary sewer pipe centered over the proposed stormdrain, or a directed by the construction engineer. DIP Sanitary Sewer pipe shall be Class 51 Ductile Iron Pipe with polyethylene wrapping as specified in Material Standard E1-6. Match the size of the existing sewer pipe and connect the proposed r DIP pipe to the existing sewer pipe using an adapter fitting. Adapter fittings shall be a urethane or neoprene coupling A.S.T.M. C.425 with series 300 Stainless Steel compression straps. Sanitary sewer construction and materials shall comply with Fort Worth Water Department's General Contract Documents and Specifications,effective July 1, 1978, with the latest revisions. The unit price bid per linear foot for" r 6"or 8"diameter Sanitary Sewer Removal and Replacement with 6"or 8"DIP Sanitary Sewer Pipe"shall include all pipe, fitting or adaptors, materials, excavation, backfill, tie-ins, equipment, labor and work necessary to replace the existing sanitary sewer line with DIP sanitary sewer line at each stormdrain location of limited clearance with the proposed stormdrain or as directed by the engineer. 68. PAY ITEMS—SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans,and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used,but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6-15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horixontaI adjustment. For open cut applications,all sanitary sewer service lines shall be replaced to the property or easement line,or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4)feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. B. SEWER SERVICE REPLACEMENT: All building sewer services encountered [luring construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed Special Provisions Page 25 of 30 plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed at a minimum of two(2)percent slope or as approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adapter fitting, The fitting shall be a urethane or neoprene coupling A.S.T.M.C-425 with series 300 stainless steel compression straps. The contractor shall utilize schedule 40 FVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private property. Petrnit(s) must be obtained from the City of Fort Worth Development Department for all service line work on private property and all service line work on private property must be approved by a City of Fort Worth Plumbing Inspector. Payment for work and materials such as backfill, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the tineas foot price bid for sanitary sewer service line replacement on private property or public right of way. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. 69. PAY ITEM-MISCELLANEOUS PLACEMENT OF MATER-AL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on held conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. 70. PAY ITEM-�-FOOT WIDE VALLEY GUTTER: Where shown on plans or as directed by the Engineer, 3-foot wide valley gutter shall have a reinforced concrete thickness of 7-inches. The concrete valley is governed according to City Standards for concrete curb and gutter and City of Fort Worth Construction Standards—Drawing No. S-S 6. The concrete shall be washed and screened aggregate with a minimum of five(5)sacks of cement per cubic yard of concrete and a minimum flexural strength of 550 pounds per square inch. The unit price bid per square foot shall be full compensation for excavation and preparing subgrade, furnishing all materials subgrade treatment and expansion joint materials and for all manipulation, labor, tools, equipment and incidentals required to complete the work. 71. PAY ITEM—PRECAST OR CAST IN PLACE REINFORCED CONCRETE BOX SECTIONS: Except as modified herein, Standard Specifications for Construction item 410 "Precast or Cast in PIace Reinforced Concrete box Sections" shall govern this item.constructed . The unit price bid per Linear Foot and shall include the removal and disposal of the existing "Reinforced Concrete Pipe" as directed on the plans. 72. PAY ITEMS— CONCRETE ENCASEMENT OF SEWER PIPE; Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated, The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. 73. PAY ITEMS— WROUGHT IRON FENCE: * The contractor shall install as shown on plans 62"Aluminum,Wrought Iron look Swedge Lock Systems, Inc. Madel A 4440 Fence or equal as approved by the Engineer. Fence Sections Shall be installed with a symmetrical layout with maximum fence sections to be no greater than 6'-0"maxi-mum between posts. Fence Pickets will have a maximum spacing of 4 . Measurement will be per Linear foot as shown on the proposal and shall be full compensation for all materials,labor,tools,and incidentals necessary to complete the work. i Special Provisions Page 26 of 30 .4 74. PAST'ITEMS— UNFORCED CONCRETE RIPRAP: The contractor shall install reinforced concrete riprap to line the Trapizodial channel as shown on plans. + Construction shall be is governed according to City Standards for reinforced concrete riprap and City of Fort Worth Construction Standards--Drawing No.S-SD 20. Measurement will be per Square foot as shown on the proposal and shall be full compensation for all materials, labor,tools,and incidentals necessary to complete the work. 75. PAY ITEMS— RENFORCED CONCRETE DROP INLET R NCTION BOX: This item shall be governed by the applicable provisions of Standard Specification Item 400 "Structural r■ Excavation" and Standard Specification Item 444 "Manholes and Inlets". . This item shall include the construction of a reinforced concrete drop inlet junction box as specified and at locations shown on the plans or as directed by the Engineer. The unit price bid shall be full compensation for the furnishing of all materials and construction of the reinforced concrete drop inlet junction, as directed by the Engineer, including excavatiori backfill concrete reinforcing steel castings, fittings,storm sewer connection,-?7 labor, equipment,tools,and other incidentals necessary to complete the work. A trench safety system shall be used for all excavations of all depths. The Excavating and Trenching Operation Manual of Occupational Safety and Health Administration, U.S. Department of Labor;Subpart F shall be the minimum governing requirement of the item and is hereby made a part of this item and hereby made a part of this specification. However,no direct payment will be made for this item and payment for the trench safety system(s) shall be included in the unit prices bid for the items involving trenching in this contract. 76. PAY ITEMS—_DOCK RIPRAP SLOPE PROTECTION: The contractor shall install rock riprap to line the outfall channel just west of Snow Creek Drive as shown on plans. Construction shall be is governed according to City Standards for rock riprap and City of Fort Worth Construction Standards. w RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to insure permanence in the structure. It shall be free from cracks,seams and other defects that would tend to increase deterioration, �., Rock shall be grade per the following prescribed limits: Rock size Diameter %Smaller 30" 100 24" 65-90 18" 45-55 12" 0-20 r Filter Fabric Blanket: Approved Manufacturers Supac—Heavey Grade 8NP[IAV} Trevira 0111280 Amoco 4553 Or Equal Heavy Grade as approved by Engineer Measurement will be por Square Yard as shown on the proposal and shall be full compensation for all materials,labor,tools,and incidentals necessary to complete the work. w+ 77. PAY ITEMS— SANITARY SEWER.CLEANOUTS: Whenever a sanitary sewer service line is installed or replaced,the Contractor shall install a two-way service cleanout as shown in the attached detail. Cleanouts are to be installed out of high traffic areas such as driveways,streets,sidewalks,etc. whenever possible. When it is not possible,the cleanout stack and cap shall be cast iron. FP 0 Special Provisions Page 27 of 30 OW Payment for all work and materials necessary for tate installation of the two-way service cleanout which are required to provide a complete and functional sanitary sewer cleanout shall be included in the price bid for +� Sanitary Sewer Service Cleanouts. 78. PAY ITEMS—REMOVAL.SALVAGE AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans,and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2,7 Removing Pipe, of the General Contract Documents and Specifications, unless ,,O, amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTTNG WATER METER AND METER BOX: Existing water meter and meter op box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter fol and concrete vault lid shall be removed and returned to the `'Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade, The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of p Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18"below final grade. E. ABANDONMENT OF EXISTING GATE VALVE; Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item- Abandon Existing Sewer Manhole. Special Provisions Page 28 of 30 H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the stratcture disconnected. The complete manhole, including top or tone section, all full barrel diameter section,and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill, Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. L CUTTING AND PLUGGING EYISUNG MAINS: At various locations on this project, it may be required to cut,plug,and block existing water mains/services or sanitary sewer retains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF E)CSTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing Ymg existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all f-ue hydrants, gate valves, 15 inch and larger, and sanitary sewer manholes,regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench(i.e., when removal requires a separate trench). 79. NON PAY ITEMS—PROTECTION OF ADJACENT STRUCTURES: Contractor is advised that the storm drain construction will be performed in close proximity to several structures. Contractor is required to take all necessary steps to protect the integrity of the structures. Any measures taken to protect structures shall be considered subsidiary to other pay items and no additional payment will be trade to the Contractor. Furthermore,collapse insurance must be provided as part of comprehensive general liability insurance and shall be shown on the insurance certificate. Where the stability of adjoining buildings, walls,or other structures is endangered by excavation operations,Contractor shall provide support systems such as shoring,bracing,or underpinning to ensure the stability of such structures, as designed by contractor's engineer. The city has not designed such support systems, it being the contractor's responsibility to obtain such design as necessary as determined by the contractor in its sole discretion. Do not excavate below the level of the base or footing of any foundation or retaining wall if it could pose a hazard without a determination by a registered professional engineer retained by the contractor that the structure is sufficiently removed from the excavation so as to be unaffected by the excavation activity,or that such excavation work will not pose a hazard to employees. Such determination by a professional engineer shall NOT relieve the contractor of responsibility for the safety of or damage to structures. 80. PAY ITEM- COMD-INATION WROUGHT IRONfWOOD PRIVACY FENCE: The contractor shall install a Wrought lion fence section 12"high with maximum opening of 2"—2-1/2" square,with privacy fence above the wrought iron section. The contractor shall restore existing gates on north and south sides for the property owner access. The wrought iron section shall be approved by engineer prior to installation.. Measurement will be per Linear foot as shown on the proposal and shall be full compensation for all materials,labor,tools,and incidentals necessary to complete the work. Special Provisions Page 29 of 30 f 81. PAY ITEM— MAILBOX_PROTECTION OR RESTORATION; The contractor shall protect the mailboxes in place by any and all means necessary or mailboxes shall be removed and replaced, or mailboxes may be moved and returned to their original position where mail box construction allows. Mail services roust not be disrupted and temporary mailboxes may be installed if necessary. Any mailbox damaged must be replaced at the contractor's expense. Measurement will be per Each as shown on the proposal and shall be Cull compensation for all materials, labor, tools, and incidentals necessary to complete the work, 82. PAY ITEM-- EXISTING WROUGHT IRON FENCE PROTECTION OR RESTORATION: The contractor shall protect the wrought iron fence in place by any and all means necessary or the wrought iron fence shall be removed and returned to its' original position. Any wrought iron fence section damaged must be replaced at the contractor's expense. Measurement will be ger LF as shown on the proposal and shall be full compensation for all materials, labor, tools,and incidentals necessary to complete the work. 83. PAY ITEM— REMOVING OLD DRAfNAGE STRUCTURES: Except as modified herein, Standard Specifications for Construction Item 452 "Removing Old Structures" shall govern this istem. The unit price bid per Linear Foot of 42" R.C.P. Strom Drain Pipe and per Each Existing Storm Drainage Junction Box shall include the removal and disposal of the existing "Reinforced Concrete Pipe"as directed on the plans. 84. PAY ITEM—EXISUNG WOOD FENCE PROTEMON REMOVAL AND OR RESTORATION REPLACEMENT: This item shall include the removal,storage of and replacement of privacy fence on post construction at such locations as designated by the engineer. In the event of damaged sections the privacy fence shall be replaced of materials and workmanship that matches or exceeds the existing privacy fence at the contractor's expense. Payment shall be made per linear foot of privacy fence and will be hail compensation for all materials,labor, tools,and incidentals necessary to complete the work. 85, PAY ITEM—SODDING: Except as modified herein, Standard Specifications for Construction Itern 1 18"Sodding"shall govern this ;ten-L The unit price bid of Nine Dollars per Square Yard of Sodding will be full compensation for all materials,labor,tools,and incidentals necessary to complete the work. 86. PAY ITEM—MANHOLE RISER INTO 4' X 4`BOX STORM DRAIN: This item shall be governed by Standard 'Specifications for Street and Storm Drain Construction Item 444 "Manholes and.Inlets"constructed in accordance with the Riser/Transition Manhole for Box-Pipe Culverts. Special Provisions Page 30 of 30 DATE(MWDDIYY) ACO&D- CERTIFICATE OF LIABILITY INSURANCE 02n s124cI4 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Allied N. America Carf1. of Tx ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 12774 Coit Road, Suite 750 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Dallas, TX 75251 (972)455-1400 F:(972)387,Bs37 INSURERS AFFORDING COVERAGE INSURED INSURER A: American Zurich insurance Co John Bums Constructlen INSURER B.St. Paul Flre & Marine [ns Co Company of Texas, Inc, INSURER C' ar P. 0. Box 1117 INSURER D: Lewisville, Texas 75467 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING WN ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFFECTIVE POLICY EXPIRATIp LTR TYPE OF INSURANCE POLICY NUMBER DATE IMMID DATE MMIDDIYY LIMITS GENERAL LIABILITY EACH OCCURRENCE 1 O00 DW A X COMMERCIAL GENERAL LIABILITY GLOM1531 07/01103 071011 04 FIRE DAMAGE Art one fire 50,0M CLAIMS MADE I ^ I OCCUR MED EXP An arra on $ S OOO x X C U _PERSO'NAL&ADV INJURY I 1 000 o00 GENERAL AGGREGATE 2 DW 000 GEN'L AGGREGATE LIMIT APPLIES PERI PRODUCTS-COMPIOP AGG 11 2,0D0,000 POLICY X I PRO LOCI AUTOMOBILE LIABILITY A X ANY AUTO TAP3991532 47101103 07101104 COMBINED SINGLE LIMIT 1 r04t},004 Ea accident} ALL OWNED AUTOS BODILY INJURY _ SCHEDULED AUTOS (Par person) S X HIRED AUTOS BODILY INJURY � NON-OWNED RUT0.5 (Per accr dans) PROPERTY DAMAGE S (Per accrdenl) GARAGE UABILITM AUTO]ONLY-EA ACCIDENT ANY AUTO EA ACC OTHER THAN - I AUTO ONLY: AGG S [7;ESS LIABILITY QK042OW57 07101103 07/41104 EACH OCCURRENCE 14040 004 OCCUR CLAIMS MADE AGGREGATE 110,01M O00 Is rDEDUCTIBLE RETENTION S 5 A WORKERS COMPENSATION AND WC3991530 47/41/43 07141/04 X WCRY u TITSu• f�TH- r EMPLOYERS*LIABILITY I -EJ_EACH ACQDENT Is 1000 040 E.L.OMEASE-EA EMPLOYEE$ 1*000r000 E.LDISEASE-POLICY LIMIT .5 1 000o00 OTHER DESCRIPTION OF DPERATIONSILDCATIONSNEHICLESIEIICLOSIDNS ADDED BY ENDGRSEMENTISPECIAL PROVfSIONS Project: Lost Creek Phase I Drainage Improvements for File No. SD-87 u Lost Greek Boulevard, Snow Creek Drive and Devonalre Drlvs DOE Project No. 3437 Certificate Holder Is named Additional Insured for coverages except TP'W Project No. 0111-020111028920 Workers' Compensation, It required by wrltten contract and signed by Named insured, and is provided Waiver of Subrogation for Workers' Compensation. CERTIFICATE HOLDER ADDITIONAL INSURED:INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE 0ESCRIBED POU CIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL EKSaMMM MAIL 3_BAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, city of Fart Worth zl�t Transportation & Public Warks 1000 Throc kmo r ton Street AUTHORIZED REPRESENTATIVE Fort Worth Texas 76102 ACORD 26-S(7147) - COAD CORPORATION 1988 CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C,A. Labor Code §406.96 (20010), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Project Lost Creek Phase 1 Drainage Improvements, Unit 1 and City of Fort Worth Project No. C111-020111028920. CONTRACTOR: JOHN BURNS CONSTRUCTION MPANY OF TEXAS, INC. Name: URISKOLL TUBBS Title: EXECUTIVE Date: FEBRUARY 18, 2 0 STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared nRISKOLL TUBBS known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of JOHN LU NS CQNS1R11C'.11C]N C 0MAPN)) aE 1EXAS, INC:. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this -1 8 y of FEBRUARY , 2[ 04 . N p is in � fQrthe State f T - : ,�� t o nT rQxdS nrsse, Lxp+res -�U-1{lDc Bond No. 929285181. PERFORMANCE BOND THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, (1) John Bums Construction Company f Texas, Inc. , as Principal herein, @nd (2) Continental Casualtj ComRanv a corporation organized under the laws of the State of (3) Illinois and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of Three Hundred Thirteen Thousand, Six Hundred Sixty Nine Dollars and No Cents Dollars ( $313,669.00 ) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the 27t" day of January , 2004, a copy of which is attached hereto and made a part hereof for all purposes, for the construction of LOST CREEK PHASE 1 DRAINAGE IMPROVEMENTS, UNIT 1 Proiect No. 011'1-020111028920. NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications; and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 27'h day of January , 2004. John Burns Construction Cnmpa3IIy of Texas, Ing, PRINCIPAL ATTEST. By; Uca_� Name: DRISxoLL TUBBS (Principal) Secretary 1 Title: EXECUTIVE VICE PRESIDENT (S EA Q Address: P. o. Bos 1117 Lewisville, Texas 75067 y Witness as to Principal Continental Casualty Company SURETY ATTEST: r: By: f L " Get 4`f C�t-!0— Name: Connie Jean Kre el w Umgwy wi tnesss9 Dorothy Valek Attorney in Fact (S E A Q Address: 12770 Coit Road Suite 750 Dallas, Texas 75251 Witness as to Surety Elaine Tubb Telephone Number: 972-455-1400 N� NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of Incorporation of Surety ^� Telephone number of surety must be stated. In addition, an original copy of Power of Attomey shall be attached to Bond by the Attomey-in-Fact. .. The date of bond shall not be prior to date of Contract. Bond No. 929285181 PAYMENT BOND THE 'STATE OF TEXAS § § KNOW AL_ BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) John Bums Construction Compal of Texas, Inc. as Principal herein, and (2) Continental casualty Company a corporation organized and existing under the laws of the State of (3) Tlli_nois as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of Three Hundred Thirteen Thousand, Six Hundred Sixty Nine Dollars and No Cents Dollars ( $ 313,669.00 ) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the 27th day of January , 2004, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: LOST CREEK PHASE 1 DRAINAGE IMPROVEMENTS, UNIT 1 Project No. 0111-0201'11028920. � NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if I the said Principal shall faithfully make payment to each and every claimant (as defined In Chapter 2253, Texas Govemment Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this band is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 27th day of January , 2044. ro 'R John Burns Construction Cgwau of Texas Inc. PRINCIPAL ATTEST: By: - Name: DRiSKQLL TUBBS _ (Principal) Secretary Title. EXECUTIVE VICE PRESIDENT (S E A L) Address: P. o. Bog 1117 Lewisville, Texas 75067 Witness as to Principal Continental Casualty Company .� SURETY ATTES- : By: +. JI 1?-LL "tail- -�z 6z- L Mame: Connie .lean Kregel 1§ ''9 PA19Y Witness Dorothy Valek Attomey in Fact (S E A L) Address: 12770 Coit Road Suite 750 Dallas, Texas 75251 _ Witness as to Surety - Elaine Tubb Telephone Number: 972-455-1400 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attomey-in-Fact. The date of bond shall not be prior to date of Contract. fil''t Ulf a K fig, Tz", Bond No. 929285181 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS: That John Burns Construction CompartV of Texas Inc. ("Contractor"), as principal, and, Continental Casualty Company a corporation organized under the laws of the State of Illinois ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of Three Hundred Thirteen Thousand, Six Hundred Sixty Nine dollars and No Cents Dollars ($313,669.09), lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the 27"' of January , 24 44, a copy of which is hereto attached and made a part hereof; for the performance of the following described public improvements: LOST CREEK PHASE 1 DRAINAGE IMPROVEMENTS, UNIT 1 the same being referred to herein and in said contract as the Work and being designated as project number(s) Clll-020111028920 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain it good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of 2 [Two] Years ; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract_ This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the fill amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each of which shall be deemed an original, this 27`h day of January , A.Q. 2004. John Burns Construction C,oMany of Texas, Inc. PRINCIPAL ATTEST: By: — .,1- Name: DRISKOLL TUBBS (Principal) Secretary Title: EXECUTIVE VICE PRESIDENT (S E A L) Address: P. 0. Bog 1117 Lewisville, Texas 75067 Witness as to Principal Continental Casualty Company SURETY ATTEST_ By: [Li��.. ' z t_i UJL_ 11LW, A. r z! Name: Connie .Jean Kregel ZW¢ ' Witness/- Dorothy Valek Attorney in Fact (S E A Q Address: 12770 Coit Road Suite 750 Dallas, Texas 75251 X2- Witness as to Surety - Elaine Tubb Telephone Number 972-455--1400 - NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. in addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact- The date of bond shall not be prior to date of Contract. to POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That Continental Casualty Company,an Illinois corporation,National Fire Insurance Company of Hartford,a r■ Connecticut corporation,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania corporation(herein called"the CNA Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago,and State of Illinois,and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint L Ray Pitts Jr.,Beverly M Trimble,Richard M Abbott,Steven Jay Rauch,Connie.lean Kregel,Individually of Dallas,TX,their true and lawful Attorneys)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts- rand to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney,pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the Boards of Directors of the corporations. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 4th day of August,2003, �r4�asu4�� snR4 ,,,, Continental Casualty Company National Fire Insurance Company of Hartford ` cofwawcrr 'Otwo "a American Casualty Company of Reading,Pennsylvania Z a IUtY 3#, U SFJ! r 1 N-F MrllttF� Michael Gengler Se Vice President rState of Illinois,County of Cook,ss: On this 4th day of August,2003,before me personally carne Michael Gengler to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Chicago,State of I[linois;that he is a Senior Vice President of Continental Casualty Company,an I]linois corporation,National o+ Fire Insurance Company of Hartford,a Connecticut corporation,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania corporation described in and which executed the above instrument;that he knows the seals of said corporations;that the seals affixed to the said instrument are such corporate seals:that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporations. go OFFICIAL SEAL • ELI2A PRICE ' 6 Hamm rueGro,srAre os Urwas 1 W COWIi9bIOM l3t1YNe.S:5i117A� My Commission Expires September 0,2005 Eliza Price Notary Public r~ CERTIFICATE 1,Mary A.Ribikawskis,Assistant Secretary of Continental Casualty Company,an Illinois corporation,National Fire Insurance Company of oa Hartford,a Connecticut corporation,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania corporation do hereby certify that the Power of Attorney herein above set forth is still in force,and further certify that the By-Law and Resolution of the Board of Directors of the corporations printed on the reverse hereof i 0I in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporations this G day of bASUA(r suR ,,,► � Continental Casualty Company E ` h. National Fire Insurance Company of Hartford ,n GW°R"rr n 5 Ok►oRarF American Casualty Company of Reading,Pennsylvania Z �► a JULY]I, Cea SEAL dX Ok rso¢ /7 w t8a r wtr+�F ra Mary A. ikafJkis Assistant Secretary Farm F6853 Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY. This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the Board of Directors of the Company. "Article LX---Execution of Documents Section 3. Appointment of Attorney-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to tune, appoint by written certificates attorneys-in-fact to act in behalf of the Company in the execution of policies of .� insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys-in-fact„ subject to the limitations set forth in their respective certificates of authority,shalt have full power to bind the Company by their signature and execution of any such instruments and to attach the sea]of the Company thereno. The Chairman of the Board of Directors,the President or any Executive,Senior or Group Vice President or the Board of Directors,may,at any time,revoke all power and authority previously given to any attomey-in-fact. " This Power of Attorney is signet]and seated by facsimile under and by the authonry of the following Resolution adopted by the Board of Directors of the Company at a meeting duly caller!and held on the 17u'day of February, 1993. "Resolved, that the signature of the President or any Executive,Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article LX of the By-Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed _ and sealed shall,with respect to any bond or undertaking to which it is attached,continue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the Board of Directors of the Company. "Article V1--Execution of Obligations and Appointment of Attorney-In-Fart Section 2. Appointment of Attorney-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to tithe, appoint by written certificates attorneys-in-fact to ac: in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys-in-fact, subject to the limitations set forth in their respective certificates ofauthority,shall have full power to bind the Company by their signature and execution of any such ins.ruments and to attach the seal of the Company thereto. The President or any Executive,Senior or Group Vice Presidcni may at any time revoke all power and authority previously given to any attorney-in-fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following'Resolution adopted by the Board of Directors of the — Company at a meeting duly called and held on the 17`s day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior of Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant '.o Section 2 of Article VI of the By-Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signatisre and seat shall be vglid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall,with respect to any bond or undertaking to which it is attached,continue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17, 1993 by the Board of Directors of the Company- "RESOLVED: That the President,an Executive Vice President,or any Senior or Group Vice President of the Corporation may,from time to time, appoint,by written certificates,Attorneys-in-Fact to act in behalf of the Corporation in the execution of policies of insurance,bonds, undertakings and other obligatory instruments of like nature. Such Attorney-in-Fact,subject to the limitations set forth in their respective certificates of authority,shall have full power to bind the Corporation by their signature and execution of any such instrument and to attach the seal of the Corporation thereto. The President,an Executive Vice President,any'Senior or Group Vice President or the Board of Directors may at any time revoke:all power and authority previously given to any Attorney-in-Fact" This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17a`day of February, 1993. "RESOLVED: That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seal of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of Directors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be affixed by facsimile to any certificate of any such power, and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Corporation. Any such power so executed and seated and certified by certificate so executed and sealed,shall with respect to any bond or undertaking to which it is attached,continue to be valid and binding on the Corporation." ON w State of Texas Claim Notice Endorsement To be attached to and from a part of Bond No, 929285181 In accordance with Section 2253-021(f) of the T exas Government Code and Section 53.2.00(5) of the Texas Property Code any notice of claim to the named surety under this bond(s) should be sent to: CNA Surety 333 South Wabash Chicago, IL 60604 Telephone: (31 2) 822-5000 PO U nj F� Farm r59aa NOTICE In accordance with the Terrorism Risk Insurance Act of 2002, we are providing this disclosure notice for bonds and certain insurance policies on which one or more of the w Writing Companies identified below is the surety or insurer. To principals on hands and insureds on certain insurance policies written by any one or f more of the following companies (collectively the "Writing Companies") as surety br insurer: Western Surety Company, Universal Surety of America, Surety Bonding Company of America, Continental Casualty Company, National Fire Insurance Company of Hartford, American Casualty Company of Reading, PA, The Firemen's Insurance Company of Newark, NJ, and The Continental Insurance Company. DISCLOSURE OF PRE1'I= The premium attributable to coverage for terrorist acts certified under the Act was Zero Dollars ($0..00). r DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES rThe United States will pay ninety percent (90%) of covered terrorism losses exceeding the applicable surety/insurer deductible. r r I PO Form 11,111 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 2r day of January . 20 04 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 John Bums Construction Inc. HEREINAFTER CALLED Contractor. WITNESSETH. That said parties have agreed as follows. 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- LOST CREEK PHASE 1 DRAINAGE IMPROVEMENTS UNIT 1 Designated as project number, C111-020111028920 2 That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. I 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Transportation and Public Works Department of the City of Fort Worth. 4, The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the 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 120 (One Hundred Twenty) working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $ 210.00 per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said 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 cosi; 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 any such inlinry, damage or death is caused, in whole or in part, by the rrec ligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and I Cr2 all injuries to Owner's officers, servants and employees and any damage, foss 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 iniury or damage is caused in whole or in part 6v the negligence or alleged negligence of Owner. its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to fawner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials famished in the prosecution of the work, such bonds being as provided and required in Texas Government Code Section 2253, as amended, in the form included in the Contract Documents, and such bonds shall be 100 percent (100%) of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said agrees to receive, for ail of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part 'hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed capon total contract amount (includinglexcluding) alternates N/A shall be THREE HUNDRED THIRTEEN THOUSAND, SIX HUNDRED SIXTY NINE DOLLARS AND NO CENTS $313,669.00 C-3 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Transportation and Public Works Department. 10. The Contractor agrees to pay at least the minimum wage per hour For all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copies verbatim herein. 11. The Contractor shall procure and shall maintain during the life of this contract insurance as specified in paragraph 8 of Special Instruction to Bidders of this contract documents. 12 It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract., and the Contractor agrees to fully comply with all the provisions of the same. N WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in Six 6 counterparts with its corporate seal attached. C-4 Dene in Fort Worth, Texas, this the 27th day of January 12004 , RECOMMENDED: CITY OF FORT WORTH L - DIRECTOR, DEPARTMENT OF ASSISTANT CI MANAGER ENGINEERING APPROVED: DIRECTOR, TRANSPORTATION AND PUBLIC WORKS JOHN BURNS CONSTRUCTION COMPANY OF TEXAS, INCATTEST: (Contractor) CITY SECRETAR (SEAL) (Re sen ve) DRISKOLL TUBBS Contract Authorization EXECUTIVE VICE PRESIDENT Bate (TITLE) P.O. Bex 11t7 — - APPROVED AS TO FORM & (Address) LEGA LEWISVILLE, TX. 75067 (City/State/Zip) ASSISTANT CITY ATTORNEY November 1960 M+ Revised May 1986 Revised September 1992 Revised January 1993 Revised April 1999 Revised June 1999 Revised June 2001 C-5 f (To be printed an Contractor's Letterhead) Date: DOE No: DOE PROJECT NO.3437 PROJECT NAME: STORM DRAINAGE IMPROVEMENTS FOR LOST CREEK AREAS MAPSCO LOCATION: LIMITS OF CONST.: MARY'S CREEK ESTATES -FROM DEVONAIRE COURT TO LOST CREEK ADDITION LOST CREEK ADDITION—FROM JUST WEST OF SNOW CREEK DRIVE TO EAST OF SNOW CREEK DRIVE ONTO THE GOLF COURSE LOST CREEK ADDITION—FROM JUST WEST OF LOST CREEK BOULEVARD TO THE SMALL LAKE ON GOLF COURSE JUST EAST OF LOST CREEK BOULEVARD r` PROJECT NO. C1 1 1-02011102 8920FILE No. SD-87 Estimated Duration of Construction on your Street : days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL RECONSTRUCT THE STREET ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE (QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO> OR Mr. <C'ITY INSPECTORS AT <TELEPHONE NO., AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871.-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. (To be printed on Contractor's Letterhead) Date: DOE No: DOE PROTECT NO. 3437 PROTECT NAME: STORM DRAINAGE UVIPROVEMENTS FOR LOST CREEK AREAS MAPSCO LOCATION: ; LDUTS OF CONST.: MARY'S CREEK.ESTATES -FROM DEVONAIRE COURT TO LOST CREEK ADDITION LOST CREEK ADDITION—FROM]UST WEST OF SNOW CREEK DRrVE TO EAST OF SNOW CREEK DRIVE ONTO THE GOLF COURSE LOST CREEK A.DDTTION—FROM FUST WEST OF LOST CREEK BOULEVARD TO fir THE SMALL LAKE ON GOLF COURSE JUST EAST OF LOST CREEK BOULEVARD PROJECT NO. Ci 11-020111029920,FILE No. SD-87 , Estimated Duration of Construction on your Street : days **NOTICE** Contruction only three days away DEAR.RESIDENT, AS A FOLLOW UP TO OUR PREVIOUS FLYER. MATED , THIS IS TO INFORM YOU THAT CONSTRUCTION ON THE ABOVE MENTIONED PROJECT IN YOUR NEIGHBORHOOD WILL BEGIN IN THREE DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY r OR ANY OTHER ISSUE, PLEASE CALL IMMEDIATELY: Mr. <CONTRACTOR'S SUPERINTENDENT> AT < ELEPHONE NO> OR Mr. [CITY INSPECTORS AT <TELEPHONE NO> PLEASE KEEP TUUUS FLYER HANDY WHEN YOU+GALL. .s. PROJECT DESIGNATION SIGN 11/2' 17 I �� Cityo Fort Wort III x t i P Qj ect Title ,- { : Contractor: i � In 21/=� Contractors Name I s "II Scheduled Completion Date Yea r ' l� 4. 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O o OIL Be CL DC7 J =gC a 4w O WCXC7 0 Qaw ua: Q � y ❑q J W � I.d_. cat zw x> Aal7 ,•E``' Z --------------w------------------- a_ d wW l A; [ QWU AnWY� G ��Y�rtt�l+ � ll ltP�� p NAW—? 4W,1 16 L >017n xcr oznd _.Jwwp0 vi WWIWz - - �MJ _ A-tnFpw y.. IWO moo Zw w-LAO x �: yy:}�Q N 1- �! W Q 13La mo W 4 4O N _ p ria�. cn i �C� N�drar��0 C USC cur I 1_a i—! 1175 11. TYPE SACKFILL SEE SPEC. EI-2.4- MINIMUM 6" INITIAL BACKFILL COVER SAND MATERIAL EMBEDMENT & INITIAL BACKFILL 0 SEE SPEC. E1-2-3 G.C.D. LL_ MINIMUM 6"- EMBEDMENT 1141-111=1' i F1 i I I�=l 11 11 1: WATER- SIZES UP TO AND INCLUDING 12" 11=111111 1=1 I M 12 ' 1=1 11. m TYP ad E "C' BACKFILL SEE SPEC. E11-2-4, MINIMU z WATER 6" Li SEWER 12" CRUSHED STONE OR SAND 0 STORM DRAIN 12" MATERIAL INITIAL BACKFILL LLJ I GL SEE SPEC. E1-2.4{b} OR m E11-2_3 G.C.D. Ti MINIMUM 6". V. EMBEDMENT i I— I I I— CRUSHED STONE SEE SPEC, El-2.3 z 0 WATER: SIZES 16" AND LARGER SEWER: ALL SIZES STORM DRAIN- ALL SIZES __j < MATERIAL SPECIFICATIONS SAND GRADATION LLJ OLESS THAN 10% PASSING 0 #200 SIEVE THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS -DP.I. - 10 OR LESS SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF BOTH THE EI-14-(b) AND E11-2.3 OF THE G.C.D. AND STD. SPEC. ITEM 402 OF THE TPW STANDARD SPECIFICATIONS FOR STREET & STORM DRAIN CONSTRUCTION. ALL OTHER CRUSHED STONE GRADATION PROVISIONS OF THESE ITEMS SHALL APPLY. 0 SI EVE Sl ZE X RETAINED 1/2" 40-75 WATER, SEWER & STORM DRAIN 3/8ft 55-90 EMBEDMENT AND BACKFILL DETAILS #4 90-100 95-100 CITY OF FORT WORTH—CONSTRUCTION STANDARD v) FIGURE A DATE 2-19-02 ti W a ■ q d z c~n O Z iD a O '0' t a r wro WA y ❑ ti AVA � h Q + y Gt x Lti cr k ° v�U) �� I 14,E „�r *►,�w^a-r � t wW ao � I � Ai p It i t It '00, '` '� 4 c � o � mow' � t � Lf y � l Ca 1 4 ` It r 372 z NJ LP LU NZva uaa A p .9114 .Cb'io g 0009) t I(aaOY) g� b ,D cs 9u' fn u " m COOM m o o� caaag� aw O P q p O b N W sero a .96 -tv NIN .?E IN .f2 lu IPA xn (To be printed on Contractor's Letterhead) Date: DOE No: Yxxx PROJECT NAME: "SCO LOCATION: <XhF,> LEVIITS OF CONST.: <Alpha St. between Beta Street and Gamma Ln.) Estimated Duration of Construction on your Street: <XX>days 90 A AL womd THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 'WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LIMES - RECONSTRUCT THE STREETS , ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENTS AT <]CELEPRONE.NO.. OR Mr. ECrFY INSPECTOR> AT <rELEPHONE NCI. AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE DEEP THIS.FLYER HANDY wHEN You FALL. GENERAL CONSTRUCTION NOTES 1.Applicable design and details shall conform to "General Contract Documents and Specifications for Water Department Prgjiects" (GCD)effective July 1, 1978, with the latest revisions. 2,All horizontal blocking, cradle blocking, and vertical tie-down blocking to be 'in accordance with Fig.(s) 9, 10, and 11 of the GCD. 3, Fire hydrants shall be located a minimum of T-0" behind the face of curb per Fig. 5 GCD. 4.All gate valve installations for sizes up to 12" are to be per Fig. 3 GCD and sizes 16" and larger Fig, 4 GCD. 5. The proposed water andlor sewer mains at limes will be laid close to other existing utilities and structures both above and below the ground. The contractor shall make necessary provisions for the support and protection of all utility poles, fences, trees, shrubs, gas mains, telephone cables, TU cables, drainage pipes, utility services, and all other utilities and structures both above and below the ground during construction, It is the contractor's responsibility to notify all utility owners prior to any construction in the area and verify the actual location of all buried utilities that may or may not be shown on the plans. The contractor shall preserve and protect all underground and overhead facilities and be responsible for any damage he may cause to therm. The Contractor shall contact the following @ least 48 hours prior to excavating at each. location: Fort Worth Water Department Field Operations 871-8295 Fort Worth Transportation& Public Works Light and Sigual Division 871-8100 Lone Star Gas Company Metro(214) 253-3444 Texas Utility Service Company 336-2328 Southwestern Bell Telephone Company Enterprise 9800 Texas One Call-Fiber Optics Location (MCI,AT&T, Sprint, etc.) 1-800-245-4545 Marcus Cable T.V. 737-4731 6. Contractor shall verify the elevation, configuration, and angulation of existing line prier to construction of tie-in materials. Such verification shall be considered as subsidiary cost of project and no additional compensation will be allowed. Elevation adjustments at connections may be made with bends, offsets, or joint deflections. All nonstandard bends shall be made using the closest standard MJ. fittings with the required joint deflections.(deflections not to exceed manufacturer's defection per joint) 7. Contractor shall keep at least one lane of traffic open at all times during construction and access to all places of business and residence at all times.{reference C6-6.5 GCD} 8.No excavated materials,backfill materials, equipment, or supplies shall be stored within floodways or drainage easements.(reference C6-6.6 GCS) J' 9.Trenches which lay outside existing or future pavements shall be backfAled above the top of the embedment with Type "C" backfill material* When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" material shall be used. All backfill material shall be compacted to a minimum of 90%proctor density by means of tamping only. Trenches which cross under existing or future pavement shall be backfilled per Fig.. "A" with 95%proctor density by jetting, tampng, or a combination of such.methods. 1ORim elevations of the proposed sanitary sewer manholes in repaved streets are shown as final finished grades in these plans. They shall be constructed to 15" below final finished grade by utility contractor and adjusted by paving contractor in accordance with Fig. M of the special contract documents. Concrete collars shall be installed where indicated on the plans per Fig. 121 of the special contract documents. Manhole -' inserts shall be installed in all standard four foot and standard four foot drop access manholes per E-100-4 of the special contract documents. Standard four foot diameter manholes shall be in accordance with section E2A, Fig. 103 and Fig. 104 GCD, standard four foot drop access manholes per Fig. 107 GCD, and shallow manholes per Fig. 106 GCD. 11.`l"he top of the water lines shall be a mi i auni of 3'-6" below the top of the curb for 12" and smaller mains except where otherwise shown on these plans. 12.All water meters shall be placed or relocated Y-0" behind the face of the proposed curb or as directed by the Engineer. 13.All existing water services shall be replaced with 1" minimum copper tubing unless a larger size is indicated on the plans. Corporation stops shall be fully opened prior to trench backrf.11, Curb stops with lock wings shall be tested for full flow when the system is pressure tested. Extend: 1" water services to those lots where no water services have been extended to. Locate these services at normal locations or as directed by the Engineer. a.The normal location of water service lines shall be 5' east or north of the center of the property frontage. b.For 40' or less lot frontage, all water services shall be placed 18" from the east or south property line. 14.A.11 sanitary sewer services encountered shall be replaced to the property line as directed by the Engineer. SECTION EI-18A— REINFORCED PLASTIC WATER METER BOXES ( Revised March 27, 2003) E1 .18A.1 SCOPE: This specification covers three types of water meter boxes, Type A and B, and.Type C. F E 1 .18A.1.1 Class A Standard Meter Box: Intended for use with services utilizing 518" X 3/", 1/d" and 1'° meters. E 1.18A.1 .2 Class B Standard Meter Box: Intended for use with services utilizing 1-112" and 2" meters. E1.1 8A.1.3 Class C Standard Meter Box: Intended for use with services utilizing two 5/8" X 3/" or 3/4" meters. E1 .18A.2 CONSTRUCTION. Reinforced plastic water meter boxes and iron cover lids under this specification will include three specific sizes of a rectangular shape. Those three sizes will be referred to us: CLASS `A', 11" x 18 " Box, 12 high CLASS 'B', 15.25" x 27".Box, 12" h igh CLASS 'C', 18" x 16' Box, 12" high El 18A.3. REINFORCED PLASTIC.METER BOAC SPECIFI ATION The meter box shall be constructed of Linear Medium Density Polyethylene (LMDPE) as defined in ASTM D-883-05A and have a minimum wall thickness of .500". The.exterior shall �e black to pmvidE UV protection. Boxes shall be able to withstand a minimum 15,000 pounds vertical load and shall withstand a -t " minimum 400 pounds sidewall load. The meter box exterior shall. be free from seams or paving lines and all edges and comers are to he smooth and free from sharp edges so the unit can be handled safely without gloves. E1 A8A.4. IRON METER BOX LID SPECIFICATION �! The meter box lids are to be made of cast iron according to ASTM A48-84, Class 35B or ductile iron according to ASTM A-536. The lids shall withstand a minimum vertical load of 15,000 pounds. Castings are coated with a bituminous emulsified asphalt unless otherwise specified, ground smooth, and cleaned with shat blasting, to get a uniform quality free from strength defects and distortions. Dimensions shall be within industry, standards of plus or minus (+1-) one-sixteenth of an inch per foot. All castings will bear the Manufacturer's IS (name or logo) and Country of Origin. Casting weights may vary plus or minus (+1-) five percent from drawing weight per industry standards. w 1. BODY COVER LID The solid cover lids provided for under this section mast be compatible with bodies as specified. An access opening hole in the top of the lid must be positioned at either end of the lid and shall be large enough for opening with typical reading tools. 2. DELIVERY All boxes and lids are to be delivered as _directed to Field Operations division, 1608 11 th Ave. 3. PRICING Pricing shall remain firm the entire term of the contract, 4. ORDER QUANTITY Class "A" Meter boxes and lids will be ordered in quantities of 1000 or more at one time. All other meter boxes and lids will be purchased 25 or more at one time. 5. QUANTITIES The quantities shown are estimates. The City reserves the right to purchase according to actual need and may or may not meet or exceed the estimated quantities shown. 6. CANCELLATION The city reserves the right to cancel the contract upon thirty (30) days written notification for failure to meet the terms as bid. Vendors will be notified in writing of any discrepancies in quantity or service, and given ample opportunity to correct said discrepancies prior to cancellation. Continued discrepancies will be grounds for cancellation. END OF ITEM F=-ZF- N to O LO oF_ °0 ua x 71 a o � Wd� I 03 � r � � w ° 4w© �ccr- Ld3: ¢ Ld F—Q o pLf 0 U�,- � oV) � E r E r Llco In E z E HMO "a � o E z .41 _ r ,�- _ I ung m V u z E 10 m r Z J cr N�+ U- w W Q `e : ()UJ r .L1 ° , =E co E 0 r 13M _ ^M M � ti � 0 n — � w: o F1 1r d x ►`� F--Z C] [:LL!2 co rn U Ncj ru Iroxao�- cv F-Q�F— I r- o, m O N LY ii �JW�zr- I (n0x x -� L Ll U T� I I I 0 a LU I [.D © a in J Q 'aE Q� r n �. �o or v F D t!7 w� f p �MXMIM FORT vow WATER v �^ li1 n as �n I1J Lil C) 1)U101 > m�� VE H180�0 a ,I �Z Q Ln IrLu Z co rn U z o a 0 ~ � ' V) x J 0 i 0 x CC) U n Q �• V) f- �- z r� d � I r' � a` mz ❑ I � 1 [� QQ �v ❑ QcQ r- tzLd W 0 COQwali LQ.n LL 0 E ❑ [,- 00 aQ � ?: � Z < Q U < V} cn - Q � `l- o ol �W x Q Q m C7 Q c QQ ct� Q Q LU Cl) co r �. E m r czIIIm �E ce �c Cl Llsat N wL) U w h� Hu�jom I.JOA z a a Jo 'All( to E IX13W � w E en � Q Ll 311YM °" 6°t w p aui © m � Q U .0E £ 0 E Ecv "' _ - PROPERTY LENS "CITY-OF _r;QRT .WORTH = -- _ _ STAf�f7ARD_CLEANOUT . .. _"_ ,p 1 CAP_-(PVC OR CAST.-,IRON) 6" 3 BARS _--4" C0NCRETE_ -- - - C .. COLLAR `'1 •� -COLD JOINT REQUIRED .TM- :P STANDARD PARKWAY Yt„/ 4- IST. OR PROP. 14" L -� =4•; - BACKFILL CLEANOUT STACK DOUBLE BAND. =-� ti STAINLESS 4 : `' APPROVO •GRANULAR -BAC' 12" ' STEEL _ " ' _ 6" ALL AROUND, COUPLING �'�: :.. . __ ,. ��;,�. 4,�=STACK_-_-----__---- .. :: (IRON OR P VC) CUNCRETE COLLAR ' "�Y PLAN ViEw) CONCRETE ANCHOR ,; :a; -_ TWO WAY ."tt„ CLEANOUT TEE ♦ L EXISTING ok PROPOSEDJ� u SEWER SERVICE � E SDR-35 OR SDR-26 SER' • 4� MIIV— FERNCO FLEXIBLE COUPLING REQUIRED IF EXISTING SERVICE IS PRESENT, MIN, OTHERWISE PLUG. PAIL? FOR AS CLEANOUT I - DRIVEWAY CAST IRON PROPERTY LIME CLEANOUT REQUIRED UIRED MATI , PVC- OR _CAST IRON cLl+ SIDEWALK SDR-35--0R--SDR 26-TV+ _.. _. SDR7735 .OR SDR 26 SE DOUBLE BAND REPAIR/1 S SACK,- 3000'PSI (CLA CURB = , DRIVEWAY APPROACH . _-,-�• ` -- SAND OR GRAVEL_,"BEDDI _ `C TIRJ UT OO w.- 0 Al f. W 0 ---__' • rte- �' •1 ' yam ,ti i ,—;y •_"Y r °.'.o- ;.i: rL �` r,�-t.,s.a. 2*... - Y ' K.r+-`'�•w;4Iy4'.^.yl+� }i�t..': [—— yw_ „" 1-1 n•� •e- 4 i+¢y9+ .+p�,i 3_-s: - T^�`4•.•T��•°-•_';.tIF _S s: �1 �-♦� •----5 T'^,' .�L �T•.�5�,�` P Yr -C7 :;I F —._�—..--.ten_—�..._..____.�.-....,�_.__w.�__.... ._.. _. ___.-... .._._.. _ _ i ... .. .. . . ._ _ ..�y.},=• - -PRODUCT 1N EORM AIM =' * From- Stanle'y Roberts & Assoc., Information Subject To Change. 5 nPTION - _ . _ _. -__... WEIGHT, PART NO. st iron Lateral Cleanout W/SS Bolts and Coupling' 18 Ibs ATL--.424' rsp%r.SCleancot W/S5 Balts and Caupling' 2.25 lb- CLEAN bs ��f �� lv� `. CLEANOUT MOTES �. I I l==R I ISI I '' 1.) THE SWEEP.TEE,AND PIPE F1TnNGS INSTALLED SHALL Y s}}•ya .•{. ytr BE SDR-35 OR SDR-26 PVC MATERIAL: •I"r, r::<: 2.} CONNECTIONS TOTHE. EXISTING .SERVICE SHALL BE MADE USING-RUBBER SLEEVE'-COUPL[NGS VNTH STAINLESS-STEEL DOUBLE BAND REPAIR SLEEVES. THE. SLEEVES SHALL BE TIGHTENED yTO THE TORQUE' RECOMMENDED' BY THE MANHI-ACTURER. 3.) THE EMBEDMENT MATERIAL USED SHALL BE SAND, GRAVEL OR OTHER APPROVED BEDDING MATERIAL. SWEEP TEE 4.) SLOPE OF THE SANITARY SEWER SERVICE SHALL BE _. . _ A MINIMUM OF 2 PERCENT. 5.), IN HIGH TRAFFIC AREAS (STREETS, DRIVEWAYS, SIDEWALKS'& WALKWAYS) SERVICE CLEANOUT SLOPE—VARIES, 2% f� N. STACK ANE? CAP SHALL BE OF CAST IRON. ;•Y_T= ---',.__'6.) -IN 'NON—TRAFFIC.-.AREAS SERVICE--,CLEAN OUT.,STAC�C.__..._-»_�._� ...__. AND CAP SHALL BE PVC MATERIAL. 7.) CONCRETE USED AROUND CLEANOUT ASSEMBLY SHALL BE 5 SACK, 3.000 PSI MIX. SEWER MAID B•) PIPE AND FITTINGS SHALL BE SDR_35 OR SDR-26 PVC WHEN NOT IN HIGH TRAFFIC AREAS. A PVC CLEANOUT PftOPERTY LINE IAL BOUT CAP WAY-CLEANDUT TEE'- SIDEWALK DICE.AND RISER,PIPE _ .. p'NSITIDN COUPLINGS -CONCRETE-: _CURB.. �.... STREET - _...._. . -. V\ICC LEA`N GUT - - : - - ::-'- �.,C••.-. _ t'l _ ~ • t F r EASEMENTS f r r c F f f t i t f R r i r DOE# 3437 PARCEL# I 3825 Snow Creek Dr.,Last Creek Addition LOT-13,BLOCK-4 TROE ' TEMPORARY RIGHT-OF-ENTRY AGREEMENT r Anna Davis owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot-13, Block-4, „F Lost Creek Addition also described as 3825 Snow Creek Dr. for the purpose of drainage improvements. ,., Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. 4M The City of Fort Worth further agrees to restore the prenuses to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this�day of 2002, by Anna Davis, owner. OWNER (S): LOT 12 U co n ,� I 1CL � i + + ° x I q PARCEL I I I c r. w OWNER: ANNA DAVIS a �y 3B25 SNOW CREEK DR. ALEDO TQC. 76008 � nl BLOCK 4 QI � � n LOT 13 I lco I. co I ' w DMING W D UNArE EAS£uE mr J — PROP. 48" R.C.P. l+IJU EXI T. 48 R-C.P. -----a-- --- ------EXIST. 8 SS` -- —— —— — — I E7�STENC J ANA � \ I ° LOT 14 I DRAING SHD ING PARCEL 1 STORM DRAIN I TEMPORARY RIGHT—OF—ENTRY FOR LOT 13 IMPROVEMENTS BLOCK 4 OF LOST CREEK ADDITION AS RECORDED IN VOL. 388-115, PG. 97 OF THE PLAT RECORDS OF TARRANT COUNTY. TEXAS 0 20 40 J. B. DAVfflS SNC. MMMOW ama SMAMRs 1412 }PEST MAGNOMAA AVENUE HORIZONTAL SCALE; 1" = 20' .FLIRT WORM 7WXAS 76104 4w 817-835-3154 DUE# 3437 PARCEL#2 3901 Snow Creek Dr.,Lost Creek Addition LUT-14,BLOCK-4 TROE TEMPORARY RIGHT-UF-ENTRY AGREEMENT Jack R & Patrcia Van Ness owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot-14, Block-4, Lost Creek Addition also described as 3901 Snow Creek Dr. for the purpose of drainage improvements. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. r The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely per. manner, weather permitting. This agreement is executed this day of , 2002,by Jack R&Patrcia Van Ness, owner. UWNE (S). , (A I d I N U LOT 13 oa v � '00 l I by I N W LL MUD 3dRAl 6HACE EA5Q9QiL,— � millrLPROP. 48" R.C.P. U EXI T. AB_ R,C.P.. — — — -----EXIST. 8" SS — -- -- - r I oarnH sa rE Err I I I I , Ia LOT 14 BL.❑CK 4 �. PARCEL 2 C] OWNER: JACK R. VAN NESS b� a- Ld ETUX PATRICIA l 3901 SNOW CREEK DR. I ALEDO TX. 76008 I o � 1 I I DRAWING SHOWING PARCEL 2 STORM DRAIN TEMPORARY RIGHT—OF—ENTRY FOR LOT 14 BLOCK 4 OF LOST CREEK ADDITION AS RECORDED IN IMPROVEMENTS VOL. 388-115, PG. 97 OF THE PLAT RECORDS OF TARRANT COUNTY. TEXAS 0 20 40 " . J. B. DAVM , MC'. XONEM and 50MOTS 1412 WWT MAGNOMA AVENUE HORIZONTAL SCALE: 1" = 20' FLIRT WOA= TLXAS 76104 817-335-3154 DOE# 3437 PARCEL#3 3516 Snow Creek Dr., Lost Creek Addition LOT-14, BLOCK-3 TROE ' TEMPORARY RIGHT-OF-ENTRY AGREEMENT James T & Robyn L Gables owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot-14, Block-3, Lost Creek Addition also described as 3816 Snow Creek Dr. for the purpose of drainage improvements. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this l .- day of 2002, by James T&Robyn L Gables, owner. ,V7VNER IS}: ti� LOT 13 ~ � I J I ten/, PARCEL 3 Pq L In ' r OWNER: JAMES T. GABLES ETUX ROBYN L. ` U 3816 SNOW CREEK DR. 1 _i m b` ALEQO TX. 75008 0 x ro 1 BLOCK 3 LOT 14 a � � L 1-7 PROP. 48" R.C.P. EX"N0 WDRAINAGE EASBA r I EXIST. 48" R.C.P. 0 -i DUSTING DUNAGE EA5EYE4T LOT 15 l OD I [Ell w57< 0I DRAWING SHOWING PARCEL 3 TEMPORA'RY RIGHT-OF-ENTRY FOR LOT 14 STORM DRAIN BLOCK 3 OF LOST CREEK ADDITION AS RECORDED IN IMPROVEMENTS VOL. 388--115, PG. 97 OF THE PLAT RECORDS OF TARRANT C011N1`'f. TEXAS rr.. a DAvms, FITC`. mxnfzw and sm,mRs 1412 ]BEST MAGNOLU AVRAW PUT WOR72% TEXAS 76104 HORIZ 3NTAL SCALE: 1" 20' r 817-335-3154 40 0141 D UE# 3437 PARCEL#g 3820 Snow Creek Dr.,Lost Creek Addition LUT-15,BLOCK-3 TRUE TEMPORARY RIGHT-OF-ENTRY AGREEMENT Curtis &Jean Lawley owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot-15, Block-3, Lost Creek Addition also described as 3820 Snow Creek Dr. for the purpose of drainage improvements. Any entry and use of the premises by the City of Fort'Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely IP manner,weather permitting. This agreement is executed thisday of 2002, by Curtis &Jean Lawley, owner. OWNER(S). I {141rr 6 I LST 14 PROP. 48" R.C.P. EGSnNQ Ur DRAINAGE EASE,rEN MMW EXIST. 48" R.C.P. CD IN --3 DOS'nNG W DRAINAGE -QkSME41 1 t BLllCK 3 I bi q LDT 15 0 00 I U� PARCEL_ 4 k OWNER: CURTRS LAWLEY ETUX JEAN 4 I 3820 SNOW CREEK DR. ALEDO TX. 76008 0 I c v aco J tai} DRAWING SHOWING R ARC EL 4 TEMPORARY RIGHT-CSF—ENTRY FOR ROT 15 STORM DRAIN 3LOCK 3 OF LOST CREEK ADDITION A5 RECORDED IN IMPROVEMENTS VOL 388-115, PG. 97 OF THE PLAT RECORDS OF rTARRANT COUNTY. TEXAS D 20 40 DAVIS, DNC. ENOM apd SIIRViLY(]A3 1412 WEST MAGNOLIA AVEA TE FORT WORTH, TEXAS 76104 HORIZONTAL SCALE: 1" 20' 81'7--995--9154 DUE# 3437 PARCEL#S 3829 Devonaire Dr.,Mary's Creek Estates LUT-19,BLOCK-1 TRUE TEWORARY RIGHT-UF-ENTRY AGREEMENT Marla & Christie Furr Collier owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot- 19, Block-1, Mary's Creek Estates also described as 3829 Devonaire Dr. for the purpose of drainage improvements. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. U restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of f' , 2002,by Marla&Christie Furr Collier, owner. P OM N"ER (S): r ~ L5 tel. 1 II1 f� CD L In PARCEL 5 co OWNER: MARLA & CHRIS11E FURR I co V COLLIER bi 3829 DEVONAIRE DR. 0 ALEDO TX. 761008 ic a U BL.�CK I l LOT 19 a ,� o EfeSTI Q DRAINAGE EASWENT 4- h — — - - ---EX. 6" SS---- ---- _. -- _. — .._ — co s AlHAM _C&Aff'iL r D� EASTrHa N NAGE EA.5E11ENT Q f b o ! LOT 20 � Ln 1 � I � DRAFTING SHOWING PARCEL 5 STORM DRAIN TEMPORARY RIGHT--OF—ENTRY FOR LOT 19 IMPROVEMENTS BLOCK 1 OF MARY'S CREEK ADDITION AS RECORDED IN VOL, 388-176, PG. 42 OF THE PLAT RECORDS OF TARRANT COUNTY. TEXAS 0 20 40 r amo r. B. DA vms, nvc. NE1412 WEST MAGNOLL4 AVENUE FVRT WORTR TEXAS 76104 HORIZONTAL SCALE: 1" = 20' r817-335--3154 a 'P ' DOE# 3437 PARCEL#G + 3833 Devonaire Dr.,Mary's Creek Estates LOT-24,BLOCK-l. TROE TEMPORARY RIGHT-OF-ENTRY AGREEMENT Jimmy & Valentina Carnargo owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot- 20, Block-1, Mary's Creek Estates also described as 3833 Devonaire Dr. for the purpose of drainage improvements. i Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be peimnissive and shall not constitute a trespass to the property by the City or its independent contractor. r The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of rte' t`o'o s� , 20S by Jimmy &Valentina Camargo,owner. OWNER (S): v CA B P 7 Y TA'd P L E Y STATE OF TEXAS � �YV c1 mm- UP-01/16/45 I � Icq Lt LuI 4 � 0 Ld It Rid1 � LOT 19 0 ExFST3N0 DRAINAGEEASEMENT J � I'll - - -- - ----EX. �6" SS--�.--- --- -- - -- o DaSTING HAGe E5M ENT (� l LOT 80 BLECK 1 C�_ D I - V-4 l til PARCEL CCD � D OWNER: JIMMY CAMARGO ETUX VALENTINA I 3833 DEVONAIRE DR. FORT WORTH TX. 76008 DRAWING SHOWING PARCEL 6 STORM DRAIN TEMPORARY RIGHT-OF-ENTRY FOR LOT 20 IMPROVEMENTS BLOCK I OF MARY'S CREEK ADDITION AS RECORDED IN VOL. 388--176, PG. 42 OF THE PLAT RECORDS OF TARRANT COUNTY. TEXAS 0 20 40 J B: DAWES, ,FITC. Mmw&zd smw 141,E WEST MAGIVOLL4 AVENUE FORT WORD TEW 78104 HORIZONTAL SCALE: 1" = 20' 817-336-3164 DOE# 3437 PARCEL# 19 3824 Snow Creek Dr., Lost Creek Addition LOT-16,BLOCK-3 TROE TEMPORARY RIGHT-OF-ENTRY AGREEMENT Robert W & Evelyn White owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot-16, Bloch-3, Lost Creek Addition also described as 3824 Snow Creek Dr. for the purpose of drainage improvements. Any entry and use of the premises by the City of Fort Worth or its independent contractor finder the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of 2042, by Robert W &Evelyn White, owner. I OWNER(S): I LOT 15 I ! BL❑CK 3 � !' LOT 16 I` . PARCEL #19 �. bi >— OWNER+ ROBERT W. ETUX EVELYN WHITE 3824 SNOW CREEK DRIVE I I -- ALEDO TX, 76008 + Ld f I � po LijI W � I I LOT 17 LOST CREEK 1 VEIL 388-11.50 FGF 97 I �. I D,R,T,C, r � I I STORM DRAIN � C] 1,MPROVEMENTS DRAWING SHOWING PARCEL 19 TEMPORARY RIGHT-OF-ENTRY FOR LOT 18 CIS &OCK 3 OF LOST CREEK ADDITION AS RECORDED IN VOL. 388-115, PG. 97 OF TIME PLAT RECORDS OF "TARRANT COUNTY. TEXAS 0 30— 60 J. B. DSA.VIES, INC. EmBamw and sovmm 1412 WEST MAGNOMA AVENUE 'FORT WGRIK TEXAS. 76104 HORI� ONTAL SCALE: 1" = 30' 81�885-3154 � on OM DOE# 3437 PARCEL#20 3821 Snow Creek Dr,,Last Creek Addition LOT-12,BLOCK-4 TROE TEMPORARY RIGHT-OF-ENTRY AGREEMENT Dorthy M Thomason owner, herewith grants pernussion to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot-12, Block-4, Lost Creek Addition also described as 3821. Snow Creek Dr. for the purpose of drainage improvements. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this 0 day of 2002,by Dorthy M Thomason, owner. OWNER(S): N L' I LOT 14 LOT 11 b-7— _ BLOCK 4PROP. 48 I I Ea LOT 12 I EXLqT. 48 R.C.P. I PARCEL #20 ----;EXIs�F 8" S5 R — � � I OWNER, WORTHY M, THOMASON 3821 SNOW CREEK DRIVE i r I ALEDD TX. 76008 I LOT 15 0 LOST CREEK 1 Ica: :. ., VOL, 388-115, PG. 97 I D,R.T C, BLCICK 3 I �, I 0 jx� ! `� Iw JLOT 13 I 0 I LOT 15 Lu co I i I I IQ J 3 I ` DRAWING SHOWING PARCEL 20 TEMPORARY RIGHT—OF—ENTRY FOR LOT 12 STORM DRAIN BLOCK 4 OF LOST CREEK ADDITION AS RECORDED IN IMPROVEMENTS VOL. 388-115. PG. 97 OF THE PLAT RECORDS OF TARRANT COUNTY. TEXAS 0 30 60 J. R DA WES, INC. PIGand SURV W 1412 WEST MAGNOM AVENUE FORT FO 7FMS 76104 HORIZONTAL SCALE: 1" r 30' 817-335--3154 ;f DOE# 3437 PARCEL#23 ! 3828 Devonaire Dr.,Mary's Creek Estates ! LOT-1,BLOCK-3 TROE TEMPORARY RIGHT-OF-ENTRY AGREEMENT Troy &Darci Miklos owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot-1, Block-3, Mary's Creek Estates also described as 3828 Devonaire Dr. for the purpose of drainage improvements. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. [ The City of Fort Werth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner,weather permitting. This agreement is executed this f day of 2402,by Troy&Darci Miklos, owner. OWNER(S): 1' . DOE# 3437 PARCEL#24 3837 Dewonaire Dr., Mary's Creek Estates LOT-21,BLOCK-1 TROE TEMPORARY RIGHT-OF-ENTRY AGREEMENT Gary S & Elizabeth Blount owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot-21, Block-1, Mary's Creek Estates also described as 3837 Devonaire Dr. for the purpose of drainage improvements. Any entry and use of the premises by the City of Fart Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of 200Z, 2002, by Gary S & Elizabeth Blount, owner. OWNER (S): t i i 1 LOT 20 J o BLOCK 1 PARCEL #24 ❑WNERs GARY S. E7UX ELIZABETH BLOUNT 3837 DEV❑NAIRE DRIVE ALED❑ TX. 76008 I C7 4W l LOT 21 p I co Q t U W I � W PR U L-Li MARY'S CREEK ESTATES SUB, � J 0'r VOL. 388-176, PG. 42 & 43 D,R,T,C, . lz 0 LOT 22 0 J STORM DRAIN , .IMPROVEMENTS DRAWING SHOVING PARCEL 24 TEMPORARY RIGHT-OF-ENTRY FOR LOT 21 BLOCK 1 OF MARYS CREEK ESTATES AS RECORDED IN VOL. 388-176, .PG. 42 & 43 OF THE PLAT RECORDS 'OF TARRANT COUNTY, TEXAS ' 0 20 40 J. R DA DIES, INC. 1412 WEST MAGNOLIA AVENUE HORIZONTAL SCALE. 1" — 40' YVRT WORT9 TRW 76104 817-335-3i!54 r DUE# 3437 PARCEL#25 3840 Devonaire Dr.,Mary's Creek Estates + LOT-40,BLOCK-2 }� TRUE I' TEMPORARY RIGHT-OF-ENTRY AGREEMENT �► Aaron G &Mercy Goodwin owner, herewith grants permission to the City of Fort Worth I and its independent contractor, to enter upon the owner's property located at Lot-417, Block-2, Mary's Creek Estates also described as 3840 Devonaire Dr. for the purpose of drainage improvements. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of 7 , 2002,by Aaron G'&Mercy Goodwin,owner. OWNER(S): Y� may 22 03 03:0lp HENSLEE CASSIDY 972-888-6271 p. 5 PARCEL 26 lti EXMIT"A" SITUATED in the City of Fart Worth,in Tan-m(County,Texas and bcing a tract of la-ad on and across a portion of a tract of land in the J. Burleson Survey Abstract, as conveyed to Club Golf of Texas x Clurp tract)by deed as retarded in Volume 13736,Page 404 Of the Deed Records of Tarrant Chu—my being more parficularly described by metes and bounds as follows: BEGPNING at a point in a westerly line of said Clubcorp tract at the northeast corner of Lot 14,Bloch 4 of Lost Creek Addition an addition to the City of Fort Worth as recorded in Volume 388-115,Page 97 of the Plat Records of Tarrant County,Texas; THENCE,N.04035`20"E.,along a westerly line of said Clubcorp tract and along the east line of said Block 4,a distance of 28.36 feet; THENCE,S. 89°20'35"E., a distance of 36.22 feet; THENCE,S. 00039'50"W., a distance of 50.0 feet; THENCE,N.89°24'10"W.,a distance of 36.16 feet to a point in a westerly line of said Clubcorp tract and the east line ofsaid Block 4, to the POINT OF BEGINNING and containing 1,809.6 square feet of land. J. B.Davies,Inc. Fart Worth, Texas April 8,2003 I 6 Nay 22 03 03: 00p HENSLEE CRSSIDY 5724888-6271 �. 2 S.D huprovements Lost Creek Area and Powderhorn Dr. Parcel 0 26 DOE#3437 4101 Lost Creek Blvd. Tract 5,Abstract 78 THE STATE OF TEXAS § COI NTY OF TA_RRANT § PERMANENT DRAINAGE EASEMENT THAT IIWE, Club rp Golf of Texas,hereinafter referred to as "Grantor",for and iia consideration of D e Dollar ($1.04) and other valuable consideration paid to Grantor by the City of Fart Worth, a.municipal corporation of Tarrant County, Texas, the receipt of which is hereby acl mowledged, do grant, bargain, and convey to said City of Fork Worth, its successors and assigns, the use and passage in, over, across, below and along the following parcel or tract of land situated in Tarrant County, Texas, in accordance with the plat hereto attached,to wit: SEE ATTACHED EXHIBIT It is further agreed and understood that the City of Fort Worth will be permitted the use of the above described.strip of land for the purpose of the construction and maintenance of _ Storm Drainage facilities. .An 'ingress and egress easement shall be granted in order that access may be gained to the above described Permanent Drainage Easemezxt_ TO HAVE AND TO HOLD the above described premises, together with, all and singular,the rights and appurtenances thereto in anywise belonging,unto said City of Fort Worth, its successors and assigas, forever , , Dreyer e n ar;the- rs-and�ssigms-,�ga.�st-e�ver3+ P ��'F,tCc+,��, t�l .h��liti�2.�•rl`l�r�� h��W�. It is intended by these presents to convey a Pe eat Drainage Easement.to the said City of Fort Worth to maintain, construct and repair the above described improvements, with the usual rights of ingress and egress in the necessauy use of such Permanent DraiiiVe Easement,in and along said premises. WITNESS our hand(s) this, the day of A.D.20 - OWNEIt(S): z G0 he— �ol. _- k�e�. Wo May 22 03 oa:oop HENSLEE CHSSIDY 3"72-888-8�7Y p, THE STATE OF TEXAS § COUNTY OF°TAANT § ACKNOWLEDGEMENT BEFORE ME, , the undersigned authority, on this day personally appeared ,known to me,or proved to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. GWEN UNDER MY HAND AND SEAL OF OFFICE,this the___.day of 2003. Notary Public,State of Texas My Commission expires on the day of , 20 . I C Matl 22 03 03, 01p HENSLEE CRSSIDY 872-BUS-6271 PARCEL 26 HAICHEU AREA VARIABLE WIDTH STORM DRAIN EASEMENT (1,809.6 SQ. FT.) OWNER CLUBCORP GOLF OF PARCEL #1 TEXAS LP,. ATTN MARY COWSER Po- LOT 13 3030 LBJ FWY STE 700 DALLAS TX. 75234 EXHIBIT "A" 00 PROPOSED PERMANENT S4 DRAINAGE EASEMENT r- 36. LO n 5-89'20'35"E. 22' 3 2 """L ,5 ... ....... POINT OF BEGINNING FOR DESCRIPTION OF EXH113IT1T . Lu . . E>GSTNG 30' OF MAAND UPUTY EASWENT ...... ...... . ... --lLc- M _fLC,P. .. ......... ......... cf) L0 ..... .. ............. .... .... 0 0.. --b—mo—s—,Nd 30 D AIN GEtD (f) RUTY EASBAENT LLJ c 9-20 1 36.1 BLOCK ' 4 LOT 14 m LOST CREEK ADDN, >- VOL, 388.115, PG. 97 wo P.R.T.C.T, Sr EXHIBIT "B" DRAWING OF MIBIT "A" STORM DRAIN VARIABLE YADTH STORM DRAIN EASEMENT ACROSS IMPROVEMENTS TRACT 5 OF THE J. BURLESON SURVEY ABSTRACT Na. 78 AS DESCRIBED IN VOLUME 13736, PAGE 404 OF 'THE DEED RECORDS OF TARRANT COUNTY. TEXAS 0 20 40 mf� J B. DAME'S, INC. I 1412 WEST MACNOLIA AVENUE HORIZONTAL SCALE: l" = 20' FORT WORM TEXAS 76104 617-335-3154 Nay 22 03 03: 01p HENSLEE CASSIDY 97� 8138-6271 p.� ADDENDUM TO TEMPORARY CONSTRUCTION EASEMENT The terms and provisions of this Addendum are incorporated in and made a part of the Temporary Construction Easement(the"Temporary Easement"), between ClubCorp Golf of Texas, L.P.d/b/a Lost Creek Golf Club, a Texas limited partnership ("grantor") and the City of Fort Worth, Tarrant County, Texas ("Grantee"). 1. Grantor's Rights. Grantor shall have the right to use the land within said Temporary Easement tract for any purpose consistent with the rights herein conveyed to Grantee, including the right to construct, operate,and maintain on and across said Temporary Easement tract driveways, sidewalks, parking areas, cart paths,landscaping,sprinkler systems,utilities,anti drainage facilities other than those to be constructed by Grantee within the above-described Temporary Easement tract, 2. damage by Errant Golf Balls. Grantee, for Itself and each and every subsequent user of the Temporary Easement,hereby acknowledges and agrees that use of the Temporary Easement is subject to the risk of damage or injury.due to errant golf balls. Grantee, for Itself and each subsequent user of the Temporary Easement, hereby assumes the risk of damage and injury and hereby releases Grantor, its successors and assigns,from any and all liability for damage or Injury caused by errant golf balls in,on, or around the Temporary Easement 3. Construction in'tem ora Easement Tract. Grantee hereby agrees that,91,11 such work in connection with the Temporary Easement granted herein shall be conducted so as to minimize the Interruption to the operation, maintenance,and use of the golf course of which the Temporary Easement tract is apart(the"Golf Course")and done In such a manner as to prevent injury to person or property. Grantee hereby further agrees to **take written request ten (10) days prior to Grantee performing any construction, repairs, replacement, reconstruction,or removal of said Facilities if such activity will interfere with Golf Course pixy, and to restrict days of such construction,repair, replacement, removal, or reconstruction to days when the Golf Course play is at low usage, except in the event of an emergency. During any such construction, lnsiailati©n, operation, removal,or other use, Grantee and/or all persons under contract with Grantee shall, at its or their expense, provide temporary bridges, crosswalks,and other-means of access as necessary to minimize the interruption of usage of the Gulf Course by the members and guests of the golf facilitles operated by Grantor. Grantee and/or all persons under contract with Grantee shall exercise all necessary precaulions to prevent injury as a result of any open trench andlor construction, maintenance, and/or repair of the Facilities, including, but not 11mited to, barricades, 4. Restoration. Grantee,by accepting delivery of this Easement,hereby agrees, at its sole expense, to restore, within ten(10)days after substantial completion,subject to contractor's work being accepted by Grantee and Grantee's requirements, of any construction or maintenance by or on behalf of Grantee with respect to the Temporary Easement tract, the surface of the land, including, without limitation, tee boxes, Irrigation lines, ground covers,plantings,cart paths,sidewalks, and structures,after the initial construction and any recvnstructlon,maintenance, repair,replacement,or removal of said Factlitles,as near as practicable to the concildon found prior to each such operation. Any damage done to the turf areas of the Golf Course shall be repaired using sod of the same type as the grass damaged. Grantee further agrees if such repairs are not completed within ten (10) days after the Temporary Easement work is finished, Grantor may give Grantee wrttien notice of breach. if,at the end of five(5)days after such written notice is given,Grantee has not commenced the repairs or does not diligently pursue the repairs to completion,Grantor will have the right to matte the repairs without any further notice to Grantee,and Grantee will be liable to Grantor for the full cost of such work performed. IVXQn046Wa..xo-fe wnr."n +.<H ax Prspa rad Sy tiAG Uay B,ZM3 ADDENDUM TO TEMPORARY CONSTRUCTION EASEMEW SOLO PAGE Ptah 22 03 03: 01P HENSLEE CASS IDD 572-88F3-6271 P- 8 PARCEL 26 OWNER CLUBCORP GALE OF TEXAS LP, ATTN MARY CQWSER, PARCEL #1 3030 L5 J FWY STE 700 ��, bQ LCAT 13 �i DALLAS TX. 75234 { �a. I 6©.D z � t. ............... :a I PROPOSED . .. LLJ E]p577NG 3V r7R.�IN,ar.E ��,Y��M�F �'E F�M A N E N T ��-�:��•�:�� .:�:� • DRAINAGE :.:._.`:._: EASEMENT ..a..:W:. .:,.,_� o � co E)=, 8`SS 1.—&383 ULJ V) ER&DNG 3p' isRAiN GE 7lLJTY EASEMENT ` , i 3 5. 6' ::: tom :::::_::::� LOT 14 LAST CREEK ADDN. VOL. 388-115, PGs 97 �1 ��,� wo P.R,T C.T• �� \ x w DRAWING SHOWING PARCEL 26 STORM DRAfN TEMPORARY CONSTRUCTION EASEMENT FOR TRACT S IMPROVEMENTS OF J. BURLESON SURVEY ABSTRACT No. 78 AS DESCRIBED IN VOLUME 73736, PACE 1W4 OF THE DEED RECORDS OF TARRANT COUNTY. TEXAS Q 20 40 J B. DA VIES, INC mvcnvsua and svRvm, 1412 WEST NAGNOLLA AVENUE HORIZONTAL SCALE: l" = 20' FORT WORM 7EXAS 76104 &'1-335-3154