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Contract 35564
.. CITY SECRETARY D.O.E. FILE , CONTRACTOR'S BONDING CO. SPECIFICATIONS •, CONSTRUCTION'S COPY AND CITY , ---cTAFjy CONTRACT DOCUMENTS ..OI �• i;1 NO. CE_IEW DEPARTMEN1 FOR 2004 CAPITAL IMPROVEMENTS DRAINAGE PROJECT CONTRACT A: MISCELLANEOUS STORM DRAIN EXTENSIONS Project No. 00093 D.O.E. No. 4825 r. DRAINAGE IMPROVEMENTS T&PW PROJECT No. C200 5412002012700093 " T&PW FILE No. SD 0153 CITY OF FORT WORTH, TEXAS ,. MAY 2006 a� CHARLES R. BOSWELL MIKE MONCRIEF City Manager Mayor A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING ROBERT D. GOODE, P.E. a DIRECTOR, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT BHB PROJECT NO: 2004.129.000 ri*�'�P� r9s+.1fitf f.*. . . .�. . . . . 0j KONSTANTINE BAKINTAS f .. Baird, Hampton & Brown, Inc. !�°� 9�67022�o 1 �,r 6300 Ridglea Place, Suite 700 1 Fort Worth, Texas 76102 1XX Tel(817)338-1277, Fax(817)338-9245 ORIGINAL City of Fort Worth Employee Intranet www.cfwnet.org F()K1 W()Klt3N DirectoryHome I Council Agenda I M&C I Employee Online I Departments Print M&C COUNCIL ACTION: Approved on 6/19/2007 DATE: 6/19/2007 REFERENCE NO.: **C-22193 LOG NAME: 3000NT A MISC93 CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Authorize Execution of Contract with S.H.U.C., Inc., for Miscellaneous Storm Drain Extension Projects Effecting Various Locations, Contract A (Project No. 00093) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with S.H.U.C., Inc., in the amount of$592,679.00 for Miscellaneous Storm Drain Improvements at Harlanwood Drive at Overton Park West; Woodway Drive at Wedgway Drive; 2008 Teakwood Trace; Kensington Drive; Chapin Road at Guadalupe Road; Monticello Park; 3436 Clayton Road East; and Fairway storm drain extension. DISCUSSION: On February 8, 2005, (M&C C-20513) the City Manager executed an engineering agreement with Baird, Hampton & Brown Inc., for Miscellaneous Storm Drainage Improvements at Harlanwood Drive at Overton Park West; Woodway Drive at Wedgway Drive; 2008 Teakwood Trace; Kensington Drive; Chapin Road at Guadalupe Road; Monticello Park; 3436 Clayton Road East; and Fairway storm drain extension. The 2004 Capital Improvement Program (CIP) includes funds for the design of capital projects for storm drain facilities to alleviate recurring flooding problems in various locations. The scope of the project includes storm drainage extensions and upgrades to serve the eight locations listed above. The project was advertised for bid on February 22, 2007 and March 8, 2007. On March 29, 2007, the following bids were received: BIDDERS AMOUNT S.H.U.C., Inc. $592,679.00 RKM Utility Services, Inc. $598,299.00 Tri-Tech Construction, Inc. $618,859.00 Burnsco $655,700.00 Laughley Bridge &Construction $659,214.00 Patco Utilities $660,202.00 Ed A. Wilson, Inc. $729,254.00 Time of Completion: 120 Working Days. Funding in the amount of$26,180.00 is required for associated drainage construction survey, project management, pre-construction, material testing, inspection and project close out. The contingency fund for possible change orders for drainage improvements is $25,000.00. S.H.U.C., Inc., is in compliance with the City's M/WBE Ordinance by committing to 28 percent MNVBE participation. The City's goal is 28 percent. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Street Improvements Fund. TO Fund/Account/Centers FROM Fund/Account/Centers C200 531400 201270009383 $592,679.00 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker(6157) Additional Information Contact: Joseph Bergeron (2384) ATTACHMENTS 1r GY r.Vl1L + ADDENDUM NO, 1 to the General Contract Documents&Specifications 2004 CAPITAL IMPROVEMENTS DRAINAGE PROJECT } Contract A MISCELLANEOUS STORM DRAIN EXTENSIONS D.O.E. No.4825 I , l Addendum No. 1 Issued:Wednesday, March 21",2007 l Bid Opening Thursday March 29'",2007 This Addendum,forms part of the General Contract Documents&Specifications for 1he above referenced Project and modifies the original General Contract Documents&Specifications. Bidder 0811 zckrtowledge receipt of this addendum in the spaces provided belcov,In the proposal and acknowledge receipt on the outer envelope of the Bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specloation documents are hereby revised by this addendum as follows: GENERAL CQKM&CT DOCUMENTS S SPLCIFiCATIONS: 1. CLARIFICATION A The Contractor is responsible for coordinating with the property Owners and the City's Inspector,and trimming any and all trees,and overhanging tree limbs that krterfe. with construction operations. Separate payment for this work will not be provided:the cost is i subsidiary to all'other bid items. ., S. All drainage structures(i.e.curb inlets,manholes,headwalls,sim)shall be constructed with cast-in-place concrete. Pre-cast structures may not be used. i 2 PART 8—PROPOSAL A Replace the Entire Hid'Proposal, Pages B-1 to B•33,with the Enclosed Revised Bld Pro Pages B-1 to B3T,Dated 030107,and which Provides for the Following Addltionai Bid Items and Clarifications: o SD A-3: Removing and Replacing of Existing Small Shrubs,Along to Proposed Storm Drain i Alignment,with Shrubs of Similar Size and Species. o SD A3: Replacing of Two Existing Small Caliper Trees,Along the Proposed Storm Drain Alignment,with Two Trees of Similar Caliper and Species. o SD A$:Jacking/Boring 40 LF of 24'RCS'Storm Drain Line Adjacent to the Existing Garage. { o Project Increase the Total Number of Construction Cays from 90 to 120 Working Days , A signed copy of this Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receiptof this Addendum could cause the subject bidder to be considered"NON-RESPONSIVE;resulting in disqualification. ADDS O. 1 AGK L bEMENT: A Douglas Redernaker, P.E. Director, Dept of Engineering Company: �. e.i' •�s� r-i.4 Address: 3 f ,��e LA rt Approved:city: ' oseph Bergeron, E state:�y��1oDQ 7 1 ' Telephone 4: S VLSI d --�i 3 U 1 Addendum No. 1.Page 1 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2004 CAPITAL IMPROVEMENTS DRAINAGE PROJECT CONTRACT A: MISCELLANEOUS STORM DRAIN EXTENSIONS Project No. 00093 D.O.E. No. 4825 DRAINAGE IMPROVEMENTS T&PW PROJECT No. C200 5412002012700093 T&PW FILE No. SD 0153 CITY OF FORT WORTH, TEXAS MAY 2006 CHARLES R. BOSWELL MIKE MONCRIEF City Manager Mayor A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING ROBERT D. GOODE, P.E. DIRECTOR, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT r E OF rEXgst�tl BHB PROJECT NO: 2004.129.000 00 KONSTANTINE B.AKINTAS,f Baird Hampton & Brown Inc. s7o22�0 > > f IO,�• FGISTEP ���� 6300 Ridglea Place, Suite 700 _ Fort Worth, Texas 76102 Tel (817)338-1277, Fax(817)338-9245 TABLE OF CONTENTS GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 2004 C.I.P. DRAINAGE PROJECT CONTRACT A: MISCELLANEOUS STORM DRAIN EXTENSIONS PART A - NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS CONFLICT OF INTEREST DISCLOSURE REQUIREMENT PREVAILING WAGE RATE(T&PW&WTR) SPECIAL INSTRUCTIONS TO BIDDERS(T&PW Dept.)-BLUE- PART B PROPOSAL MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS-PINK- CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW PART C SPECIAL PROVISIONS FOR STREET&STORM DRAIN IMPROVEMENTS-WHITE- PART D SPECIFICATIONS: REFER TO STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH(T&PW DEPT.) REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, NORTH CENTRAL TEXAS PART E CERTIFICATE OF INSURANCE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND PART F CONTRACT(T&PW DEPT.) APPENDICES APPENDIX A-STANDARD CITY OF FORT WORTH DETAILS APPENDIX B-EASEMENTS APPENDIX C-TEMPORARY RIGHT OF ENTRY AGREEMENTS an PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS CONFLICT OF INTEREST DISCLOSURE REQUIREMENT PREVAILING WAGE RATE(T&PW&WTR) SPECIAL INSTRUCTIONS TO BIDDERS(T&PW Dept.Blue- - NOTICE TO BIDDERS Sealed Proposals for the following: 2004 C.I.P. DRAINAGE PROJECT CONTRACT A: MISCELLANEOUS STORM DRAIN EXTENSIONS For The Construction of: DRAINAGE IMPROVEMENTS,T&PW No. C200 541200 2012700093 Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office until 1:30 p.m. March 29,2007 ,and then publicly opened and read aloud at 2:00 p.m., in the Council chambers. Plans,Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,Texas. One(1)or more sets of plans and documents may be purchased on a non-refundable basis for Fifty Dollars($50.00)per set. A pre-bid conference will be held on March 13,2007 in the T/PW conference room 270 at 11:30 a.m. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract at any time. Bidders must submit the complete specifications book or risk rejection of bid. For additional information, please contact Mr. Joseph Bergeron, P.E. at(817)392-2384, or Mr. Konstantine Bakintas, P.E. at(817)338-1277. The major work will consist of approximately the following: Miscellaneous Storm Drain Improvements at Eight(8)different locations, and include a total of t 2925 L.F.of 18"to 36"Storm Drain Lines, Sixteen(16)Curb Inlets, Four(4)Storm Drain Manholes and Appurtenances. Advertising Dates: February 22, 2007 March 8, 2007 NTB-1 - COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the furnishing of all labor, materials, services and equipment necessary in providing a completely constructed project identified as: 2004 C.I.P. DRAINAGE PROJECT CONTRACT A: MISCELLANEOUS STORM DRAIN EXTENSIONS PROJECT No.00093 D.O.E. No.4825 DRAINAGE IMPROVEMENTS TBPW No. C200 541200 2012700093 Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas,will be received at the Purchasing Office until 1:30 p.m. March 29, 2007 ,and then publicly opened and read aloud at 2:00 p.m., in the Council chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One(1)or more sets of plans and documents may be purchased, on a non-refundable basis, for Fifty Dollars ($50.00) per set. All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes"of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended to City Ordinance No.7400(Fort worth City Code Sections 13-A-21 through 12-A-29), prohibiting discrimination in employment practices. A pre-bid conference will be held on March 13, 2007 in the T/PW conference room 270 at 11:30 a.m. Bid security is required in accordance with the Special Instruction to Bidders. The major work on the above-referenced project shall consist of approximately the following: Miscellaneous Storm Drain Improvements at Eight(8)different locations, and include a total of t 2925 L.F. of 18"to 36"Storm Drain Lines, Sixteen (16)Curb Inlets, Four(4) Storm Drain Manholes and Appurtenances. Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Proposal form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at(817) 392-7910. Bidders shall not separate or remove any portion,segment or sheets from the contract document at any time. Bidders shall submit complete book or risk rejection of bid. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. 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 CNTB-1 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. In accordance with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation"), as appropriate. The Documentation must be received by the contracting 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 contracting department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. The Managing Department for this project is the Department of Engineering. For additional information, please contact Mr. Joseph Bergeron, P.E. at(817)392-2384 or Mr. Konstantine Bakintas, P.E. at(817)338-1277. CHARLES R. BOSWELL MARTY HENDRIX CITY MANAGER CITY SECRETARY DEPARTMENT OF ENGINEERING A.DOUGLAS RADEMAKER,P.E.,DIRECTOR By: Dena Johnson, P.E., Manager, Consulting Services ADVERTISING DATES: FEBRUARY 22,2007 MARCH 8,2007 CNTB-2 r CONFLICT OF INTEREST DISCLOSURE REQUIREMENT Pursuant to Chapter 176 of the Local Government Code,any person or agent of a person who contracts or seeks to contract for the sale or purchase of property,goods,or services with a local governmental entity(i.e.The City of Fort Worth) must disclose in the Questionnaire Form CIQ("Questionnaire')the person's affiliation or business relationship that might cause a conflict of interest with the local governmental entity•. By law,the Questionnaire must be filed with the Fort Worth City Secretary no later than seven,days after the date the person begins contract discussions or negotiations with the City,or submits an application or response to a request for proposals or bids, correspondence,or another writing related to a potential agreement with the City. Updated Questionnaires must be filed in conformance with Chapter 176. A copy of the Questionnaire Form CIQ is enclosed with the submittal documents. The form is also available at http://wtivw.ethics.state.tx.us/forms/CIO.pdf. If you have any questions about compliance,please consult your own legal counsel. Compliance is the individual responsibility of each person or agent of a person who is subject to the filing requirement. An offense under Chapter 176 is a Class C misdemeanor. CONFLICT Of INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire is being filed in accordance with chapter 176 of the Local OFFICEUSEONLY Government Code by a person doing business with the governmental entity. Date Received By law this questionnaire must be filed with the records administrator of the focal government not later than the 7th business day after the date the person _ becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person violates Section 176.006, Local Government Code.An offense under this section is a Class C misdemeanor. Name of person doing business with local governmental entity. I I .5 , E-I ,U • C , �h� • - �letrna� HL4&6ay. 2 Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than - September 1 of the year for which an activity described in Section 176.006(a),Local Government Code,is pending and not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) s Describe each affiliation or business relationship with an employee or contractor of the local governmental entity who makes recommendations to a local government officer of the local governmental entity with respect to expenditure of money. 1• 4 Describe each affiliation or business relationship with a person who is a local government officer and who appoints or employs a local government officer of the local governmental entity that is the subject of this questionnaire. A14 - Amended 0111312006 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ w For vendor or other person doing business with local governmental entity Page 2 _ s Name of local government officer with whom filer has affilitation or business relationship. (Complete this section only if the answer to A,B,or C is YES.) This section, item 5 including subparts A, B. C & D, must be completed for each officer with whom the filer has affiliation or business relationship. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? Yes F—] No B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government _ officer named in this section AND the taxable income is not from the local governmental entity? — Yes allo C. Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves t as an officer or director, or holds an ownership of 10 percent or more? F1 Yes F1 No D. Describe each affiliation or business relationship. i` a Describe any other affiliation or business relationship that might cause a conflict of interest. 7 2017 Signature of person doing business with the governmental entity Date Amended 0111312m aum- Rates r,2006-. Classifications Hrly Rts Classifications Hrly Rts Air Tool Operator $10.06 Scraper Operator $11.42 Asphalt Raker $11.01 Servicer $12.32 Asphalt Shoveler $8.80 Slip Form Machine Operator $12.33 Asphalt Distributor Operator $13.99 Spreader Box Operator $10.92 Asphalt Paving Machine Operator $12.78 Tractor operator,Crawler Type $12.60 Batching Plant Weigher '$14.15 Tractor operator, Pneumatic $12.91 Broom or Sweeper Operator $9.88 Traveling Mixer Operator $12.03 Bulldozer operator $13.22 Truck Driver-Single Axle(Light) $10.91 Carpenter(Rough) $12.80 Truck Driver-Single Axle(Heavy) $11.47 Concrete Finisher-Paving $12.85 Truck Driver-Tandem Axle Semi-Trailer $11.75 Concrete Finisher-Structures $13.27 Truck Driver-Lowboy/Float $14,93 Concrete Paving Curbing Mach.Oper. $12.00 Truck Driver-Transit Mix $12.08 Concrete Paving Finishing Mach.Oper. $13.63 Wagon Drill,Boring Machine, Post Hole Driller $14.00 Concrete Paving Joint Sealer Oper. $12.50 Welder $13.57 Concrete Paving Saw Oper. $13.56 Work Zone Barricade Servicer $10.09 Concrete Paving Spreader Oper. $14.50 Concrete Rubber $10.61 Crane,Clamshell, Backhoe, Derrick,Dragline,Shovel $14.12 Electrician $18.12 Flagger $8.43 Form Builder-Structures $11.63 Form Setter-Paving&Curbs $11.83 Foundation Drill Operator,Crawler Mounted $13.67 Foundation Drill Operator,Truck Mounted $16.30 Front End Loader $12.62 Laborer-Common $9.18 Laborer-Utility $10.65 Mechanic $16.97 -- Milling Machine Operator,Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator(Fine Grade) $15.20 - Motor Grader Operator,Rough Oiler $14.50 Painter,Structures $13.17 Pavement Marking Machine Oper. $10.04 Pipe Layer $11.04 Roller,Steel Wheel Plant-Mix Pavements $11.28 Roller,Steel Wheel Other Flatwheel or Tamping $10.92 Roller,Pneumatic,Self-Propelled Scraper $11.07 Reinforcing Steel Setter(Paving) $14.86 Reinforcing Steel Setter(Structure) $16.29 SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION AND PUBLIC WORKS) 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, r� in an amount of not less than five(51/6)per cent of the total of the bid submitted must accompany the bid,and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten(10)days after the contract has been awarded. �+ To be an acceptable surety on the bid bond,the surety must be authorized to do business in the state of Texas. In addition,the surety must(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. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering 'r into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond and a payment bond,both in a sum equal to the amount of the contract awarded. The form of the ..� bond shall be as herein provided and"the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253,Texas Government Code. In order for a surety to be acceptable to the City,the surety must(1)hold a certificate of authority from 'r 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. ar The City will accept no sureties who are in default or delinquent on any bonds or who have an interest in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any .� time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of$25,000,a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. ,., If the contract amount is in excess of$100,000,a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. .rt All contracts shall require a maintenance bond in the amount of one hundred percent(100%) of the original contract amount to guarantee the work for a period of two(2)years after the date of acceptance rr of the project from defects in workmanship and/or material. r ar +r 3. LIOUIDATED DAMAGES:The Contractor's attention is called to Part 1,Item 8,paragraph 8.6,of the"General Provisions"of the Standard Specifications for Construction of the City of Fort Worth, Texas,concerning liquidated damages for late completion of projects. 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal,the City r► reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 5. EMPLOYMENT:All bidders will be required to comply with City Ordinance No.7278 as amended r by City Ordinance No.7400(Fort Worth City Code Section 13-A-21 through 13-a-29)prohibiting discrimination in employment practices. + 6. WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain Construction is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, .� including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall,for a period of three(3)years following the date of acceptance of the work,maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract;and(ii)the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of the special provision titled"Right to Audit"pertain to this inspection- (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs(a)and(b)above. (d) With each partial payment estimate or payroll period,whichever is less,an affidavit stating that the contractor has complied with the requirements of Chapter 2258,Texas Government Code. (e) The contractor shall post the prevailing wage rates in a conspicuous place at the site of the .,,. project at all times. Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby deleted. rr 7. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement,if required,is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE: Within ten(10)days of receipt of notice of award of contract,the Contractor must provide,along with executed contract documents and appropriate bonds, proofof insurance for Worker's Cornpensanon and Comprehensive General Liability - WNW.. chi ; �.., : � + )) eaoh W The City reserves the right to request any other insurance coverages as may be required by each individual project. R� 9. ADDITIONAL INSURANCE REOUIREMENTS: 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. ?/2 (}4 2 rr b. Certificates of insurance shall be delivered to the City of Fort Worth,contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street,Fort Worth,TX 76102,prior to commencement of work on the contracted project. +�► c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. .r d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation,non-renewal,and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium +r 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. Wd f. Deductible limits,or self-funded retention limits,on each policy must not exceed$10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance,in lieu of traditional insurance,City may consider so 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 Ift insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k In the course of the project,Contractor shall report, in a timely manner,to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. Contractor's liability shall not be limited to the specified amounts of insurance required herein m. Upon the request of City,Contractor shall provide complete copies of all insurance policies required by these contract documents. it 10. NONRESIDENT BIDDERS:Pursuant to Article 601g,Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. r� "Nonresident bidder"means a bidder whose principal place of business is not in this state,but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. .r "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. 11 � 4 3 This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. r It. MINORITY AND WOMEN BUSINESS ENTERPRISES: In a accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business .. enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("with Documentation") and/or the JOINT VENTURE'FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m.,five(5)City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such .. receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. .r Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a minority business enterprise (MBE) and/or women business enterprise (WBE)on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work .�► performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation)and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal,State or local laws or ordinances relating to .. false statements. Further, any such misrepresentation facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less that three(3)years. ` µ' AWARD OF CONTRACT:Contract will be awarded to the lowest responsive bidder.The City reserves the right to reject any and/or all bids and waive arty and/or all irrr�Fulari tic.q. No bid may be withdrawn until the exoii-dLiort'of rtinelv(90)days ii-ool the date rhe'M/V BU IJTII-I ZATION F0 Rxr1, 1'RTME CON'1'12J1CTOR WAVER F()RM,GOOD FA11-LI'L1;FORT L-1)RIM.ancu,' S(31NT VE.NT LJRF. FOIUA Vpr opriat-is reieiv. d by dw City- The award ui'convact,is made" wiii he w.ith Lh ninety(90) dales wirer t11i5 di curve rotation is rQCer Y,2 1, hiLl �rl is0 wL.l1.ffi L1 -JW�rd Lie trade un'01 all itic resP sibih(y of the bidJa to who iu it is proposed to award the contract has boon •r v ritisd 13. PAYMENT:The Contractor will receive full payment(Maus.ralai rage)from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment,and upon acceptance of the project. 14. ADDENDA:Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the plans' `-# Department of Engineering Construction Division at(817)871-7910.Bids that so not acknowledge all applicable addenda may be rejected as r non-responsive. 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: ..� A.Workers Compensation Insurance Coverage a.Definitions: r. 1(1fU4 4 Certain of coverage("certificate").A copy of a certificate of insurance,a certificate of authority to self-insure issued by the commission,or a coverage agreement(TWCC-81, TWCC-82,TWCC-83,or TWCC-84),showing statutory worker's compensation insurance coverage for the person's or entity's employees providing services on a project,for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor"in 5406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project,regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes,without limitation, independent contractors,subcontractors,leasing companies,motor carriers,owner-operators, r. employees of any such entity,or employees of any entity which furnishes persons to provide services on the project. "Services"include,without limitation,providing,hauling,or delivering equipment or materials,or providing labor,transportation,or toner services related to a project."Services"does not include activities unrelated to the project,such as food/beverage vendors,office supply deliveries,and delivery of portable toilets. b. The contractor shall provided coverage,based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas Labor Code,Section 401.011 (44)or all employees of the contractor providing services on the project,for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project,the contractor must,prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that - coverage has been extended. a e. The contractor shall obtain from each person providing services on a project,and provide to the governmental entity: (1) a certificate of coverage,prior to that person beginning work on the project,so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project;and (2) no later than seven days after receipt by the contractor,a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,within ten(10)days after the contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the project. �T,27I0� S oft .n h. The contractor shall post on each project site a notice,in the text,form and manner low prescribed by the Texas Worker's Compensation Commission,informing all persons providing services on the project that they are required to be covered,and stating how a person may verify coverage and report lack of coverage. one I. The contractor shall contractually require each person with whom it contracts to provide services on a project,to: rr (1) provide coverage,based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas labor Code,Section 401.011 (44)for all of its employees +r providing services on the project,for the duration of the project; (2) provide to the contractor,prior to that person beginning work on the project,a certificate of coverage showing that coverage is being provided for all employees of + the person providing services on the project,for the duration of the project; (3) provide the contractor,prior to the end of the coverage period,a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts,and provide to the contractor: .r (a) a certificate of coverage,prior to the other person beginning work on the project;and .. (b) a new certificate of coverage showing extension of coverage,prior to the end of the coverage period,if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. " 6 notify the governmental entity in wiring b certified mail or ersonal delivery,within ( ) fY g ty g Y P rY, ten(10)days after the person knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the r. 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 'r whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage, r the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts,and that all coverage agreements will be filed with the appropriate insurance carrier or,in the case of a self insured,with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative,criminal,civil Am penalties or other civil actions. .r 1d7#t31 6 k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered,and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules.This .. notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text,without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by worker"compensation insurance.This includes persons providing,hauling or delivering equipment or materials,or providing labor or transportation or other service related to the project,regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage,to verify whether your employer has provided the required coverage,or to report an employer's failure to provide coverage". 16. NON DISCRIMINATION:The contractor shall not discriminate against any person or persons because of sex,race,religion,color,or national origin and shall comply with the provisions of City Ordinance 7278,as amended by City Ordinance 7400(Fort Worth City Code Sections 13A-21 through 13A-29),prohibiting discrimination in employment practices. 17. AGE DISCRIMINATION:In accordance with the policy("Policy")of the Executive Branch of the federal government,contractor covenants that neither it nor any of its officers,members,agents,or employees,will engage in performing this contract,shall,in connection with the employment, advancement or discharge of employees or in connection with the terms,conditions or privileges of their employment,discriminate against person because of their age except on the basis of a bona fide +� f occupational qualification,retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers,members,agents,or employees,or person .r acting on their behalf,shall specify,in solicitations or advertisements for employees to work on this Contract,a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statutory requirement. .r Contractor warrants it will fully comply with the Policy and will defend,indemnify and hold City i harmless against any and all claims or allegations asserted by third parties against City arising out of I Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990("ADA"),Contractor warrants that it will not unlawfully discriminate on *+ the basis of disability in the provision of services to the general public,nor in the availability,terms and/or conditions of employment for applicants for employment with,or current employees of Contractor.Contractor warrants it will fully comply with ADA's provisions and any other applicable federal state and local laws concerning disability and will defend indemnify and hold City harmless against any claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above-referenced laws cbnceming disability discrimination in the performance of this Contract. 1 #04 7 .. 19. PROGRESS PAYMENTS FINAL PAYMENT PROJECT ACCEPTANCE AND WARRANTY: rr a. The contractor will receive full payment(less retainage)from the city for each pay period. b. Payment of the retainage will be included with the final payment after acceptance of the project as r+ being complete. c. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed,as evidenced by a written statement signed by the contractor and the City. d. The warranty period shall begin as of the date that the final punch list has been completed. •� e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and .. there is a dispute regarding(i)final quantities,or(ii)liquidated damages,city shall make a progress payment in the amount that city deems due and payable. �. g. In the event of a dispute regarding either final quantities or liquidated damages,the parties shall attempt to resolve the differences within 30 calendar days. .r ■r .r M/27J04 8 .r PART B PROPOSAL MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS-PINK- CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW — .. 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 MWWBE goal is applicable. i If the total dollar value of the contract is less than$25,000,the MWWBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minonty and Women Business Enterprises (MWWBE) 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. M/WBE PROJECT GOALS •. The City's MWWBE goal on this project is 28%of the total bid(Base bid applies to Parks and Community Services). COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's MWWBE Ordinance by either of the following: 1. Meet or exceed the above stated MWWBE goal,or 2. Good Faith Effort documentation,or: .. 3. Waiver documentation,or; 4. 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. The Offeror shall deliver the MWBE documentation in-person to the appropriate employee of t[le managing department and obtain a date/time receipt. Such receipt shall — be-evidence that the City received the documentation in the,time allocated.' A faxed copy will not be accepted. 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_ statedgoal: — 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MWWBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid �- perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. S. 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 MWWBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED .� NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the MWWBE Office at(817) 392-6104. Rev.11/11/05 No ATTACHMENT IA Page 1 of 4 .o FORT WORTH City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime _T .r PROJECT NAME: 2004 C.I.P.Drainage Project MAN/DBE y NON-MNV/DBE Contract A:Miscellaneous Stone Drain Extensions BID DATE D.O.E.No.4825 3 a-7lo 7 City's M/WBE Project Goal: Prime's M/WBE Project Utilization: T&PW PROJECT NUMBER: /o C200$412002012700093 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, •• will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the 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 st tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. ,., Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency(NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise(DBE) is synonymous with Minority/Women Business Enterprise(MIWBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another MNVBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The M/VVBE 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. 04-05-07P02 : 54 RCVD Rev.5/30/03 FORT WORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractorsisuppliers,regardless of status; i.e.,Minority,Women and non-MNVBEs. Please list MNVBE firms first,use additional sheets if necessary. Certification N (check one) SUBCONTRACTOR/SUPPLIER T n N T Detail Detail Company Name ; Address a ;y; yy C X M Subcontracting Work Supplies Purchased Dollar Amount T D Telephone/Fax r B B E E R O B � C T E _ �T- A tlt('f t 1ruCke A (�1 �g�i��� C) `�o�K `iZo�( I-I&�cn� "'� �3�s' s, Nanpsl►i�� 1 Sa�arl� Sario� �( ,zJ39 .00 Ford- 0,-Vk , 0 I z- L-44-L,-t r n� 81?--79',' 3q g-2 K I kx+2. QMSAru cti •• ekarle% K 14A`+-x- Box I©4z1D3 I 5-F���u�r eS SPkaI I- *1Xgj41gq.oO FO r W QA 1Y-7 DI�lo3 "' g 9�I-t�9'10 �{alv I`ri ?-911-Oct g0(4K- .. �aAsa11 (�i�e �i P+fodi�:ts� �CP N�ck6roteS ���� P 0• BoX ilnoo ) Q�ti2r y 8�F- a.1�'-525 SSYg Fu.K 91 --�b10 -7 Rev.5/30/03 FORT WORTH ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. .n Certification N (check one) ° SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r e B T D E E R O B C T E A r am �r Rev.5/30103 .r FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of M/WBE Subcontractors/Suppliers $ /_ I y q>/ , C,P `1 Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ C� _ / o y, TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $,2_7 11 O 's 7 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or r 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/suppliers/contractors participating on the contract that will substantiate the actual work ,= performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. � 1 Authorized Signature Printed Signature shimm dm attdspA !"P Si� �11,� me Contact Namerritle(if different) " f kon 1° comp uw Name - Telephone and/or Fax �ti �� �aN S �luc f�P 4irrnai( InQ+ r�Addr � E-mail Address Cep Date 04-05-07P02 : 54 RCVD Rev.5/30/03 4''-UVe V/:-1 Olt?s6:/_4J L'al Q nalr.�'Lon n t�rl)wn Fen&iy _ .vv, PART B—PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Charles Boswell City Manager Fort Worth,Texas PROPOSAL FOR: PROJECT NAME: 2004 C.I.P.Drainage Project D.Q.E.No. 4825 T&PW No. C200 5412002012 700093 _ File No. SD 0153 Project No. 00093 Includes the furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of public water and sanitary sewer lines and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as. 2004 C.I.P.Drainage Project Contract A: Miscellaneous Storm Drain Improvements Pursuant to the foregoing'Notice to Bidders',the undersigned Bidder,having thoroughly examined the Contract Documents,including plans,special contract documents,and the General Contract Documents and General Specifications for Water Department Projects, the General Contract Documents and General specifications for Transportation and Public Works Projects,the site of the project and understanding the amount of work to be done,and the prevailing conditions,hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City,which is necessary to(fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth,Texas; and binds himself upon acceptance of this Proposal to exccute a contract and Parrish an approved Performance Bond,Payment Bond,Maintenance Bond,and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: c.i.., ualau a�,.ta�•.ait n ca vry (A-1) Harlanwood Drive&Overton Park West SD Extension PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID FURNISH AND INSTALL, INCLUDING ALL APPURTENANT WORK, COMPLETE AND IN PLACE THE FOLLOWING ITEMS: A-1-1. 1 EA Project Designation Sign Two Hundred Fifty Dollars& Zero Cents Per EA $ 250.00 $ 250.00 A-1-2. 1 LS Miscellaneous Utility Adjustment Five Thousand Dollars & Zero Cents Per LS $ 5000.00 $ 5000.00 A-1-3. 45 LF Demolish, Remove, and Dispose of Existing gCCloncrete Curb& Gutter n &f Do'lars & _� 0v No Cents Per LF $ 3 $-Li•— A-1-4. 75 SF Demolish, Remove, and Dispose of Existing Concrete Valley Gutter �ou✓ Dollars & ,/ Oo !Vo Cents Per LF ,. A-1-5. 210 LF Saw Cut Existing Pavement _ No Dollars CentsPer LF $ 3.� $ 630.`' A-1-6. 7C LF 18"Class Ill RCP Storm Drain Line F,-Pw - It Dollars & Ala —Cents Per LF $ .38 S 0 B-2 o312Lro LL 4lV/ l'! "f 0L1-1.)01 GY [. PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-1-7. 80 LF 18" Class V RCP Storm Drain Line ri 14A, _ r Dollars& n Cents Per LF $ s� $ 0 oa A-1-8. 105 LF 24" Class V RCP Storm Drain Line Se v-tAJ-%q - I-Ow- Dollars & AVip Cents Per LF $ �4 $ 2?0 " A-1-9. 195 LF 36" Class III RCP Storm Drain Line 1'V i n e'N-Six Dollars & No Cents Per LF $ 4• $ A-1- 590 CY Trench Excavation & Backfill for 10. Storm Drain Line Dollars & o� T v0 o Cents Per CY $fir. _ $ .S•D•' A-1- 450 LF Trench Safety for Depth 5'and Over = 11. re 12 Dollars& 00 vv NO Cents Per LF $ 3. — $ 1,3s� •— A-1- 2 EA 4' Square Storm Drain Manhole 12. e 04"1`Yollars& vow 00 W o Cents Per EA $ 100• $ D • — A-1- 2 EA Construct Standard 10' Curb Inlet 13. ,/ �6ye'a*6;Kll ld reg� Dollars& 00 a o Cents Per EA $ab 00 $-� - B-3 03121 i07 • „•�� � •q's �a U3111 l361LL1.11.J11 1 C+V^' f e PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID i A-1- 40 LF 10"SDR 26 PVC Sewer Line at SD 14. Crossing I r -S;Y Dollars& 0 •d'o Cents Per LF $ 34 A-1- 2 EA Concrete (2500 PSI)Sadd;e at Utility 15. Crossing Ifo utr rP d ( Dollars& a� n fl Cents Per EA A-1- 1 EA Concrete TxDOT Safety End 16. Treatment for 36"Sto,m Drain F� F Doll rs & °— G gyp/ o Cents Per EA qeD A-1- 75 SF Construct Standard Concrete 17. Valley Gutter ��c I o t Dollars & n �_ 11r0 Cents Per SF $ $ q00- A-1- 70 SY Concrete (2:27) Base Course for i 18. Permanent Asphalt Pavement Repair k,- Dollars& Do ,�► Cents Per SY A-1- 70 SY HMAC Pavement Trench Repair to 19. Match Existing (4" Base&2" Surface) J a n t-Pi° Dollars& $ ,'3•J� $_�0l No- Cents Per SY B-4 OW1107 ilnn.cc: tti, ,, „:�e o! r,7�07_y� t+aiiu n�n.pLon m tsr�wn iic.r+e� _ .+cur II PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID LA A-1- 35 SY Erosion Control Blanket (North 20. American Green SC 150) �weK4'( - n1 Pe -e Dollars & 0 0 Cents Per SY $3• $ 26S A-1- 355 SY Hydromulch Disturbed and Graded �. 21. Areas Other Than Parkway Six Dollars& do oa N-o Cents Per SY $ t , $fir 30 A-1- 3 CY 4 inches of Top Soil for Disturbed 22. and Graded Areas in Parkway Fourteen Dollars & Zero Cents Per CY $ 14-00 $ 42.00 A-1- 25 SY Solid Sod Disturbed and Graded 23. Areas in Parkway w /e n! Dollars& 00 0 o Cents Per SY $ A-1- 10 CY Miscellaneous Crushed Limestone 24. Placement, as Directed by Engineer 0 Iy-� Dollars & ,(Jf p Cents Per CY $ $ � A-1- 10 CY Miscellaneous Concrete Placement 25. (2500 PSI), as Directed by Engineer Q 1 l r Dollars & 0-01 0 n_ o Cents Per CY $ _ $ Sub-Total for(A-1) Harlanwood Drive&Overton 00 Park West SD Extension Improvements : $ f7 S 7;)-'1-- B-5 03i21ro7 :t oli�.J09GYJ Otl11U nalEpu'.'11 d r1uwIL Hs:.VY7 (A-2) Wedgway Drive &Woodway Drive SD Extension PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID FURNISH AND INSTALL, INCLUDING ALL APPURTENANT WORK, COMPLETE AND IN PLACE THE FOLLOWING ITEMS: A-2-1 1 EA Project Designation Sign Two Hundred Fifty Dollars & Zero Cents Per EA $ 250.00 $ 250.00 A-2-2.. 1 LS Miscellaneous Utility Adjustment Five Thousand Dollars& Zero Cents Per LS $ 5000.00 $ 5000.00 A-2-3. 65 LF Demolish, Remove, and Dispose of Existing Concrete Curb &Gutter re •P Dollars& t NO _Cents Per LF $ $ S'vb A-2-4. 1075 SF Demolish, Remove, and Dispose of Existing Concrete Driveway rt,'Lr' Dollars & �o o Cents Per SF $ �i'. — $ .300 A-2-5. 1780 SF Demolish, Remove,and Dispose of Existing Concrete Sidewalk& Handicapped Ramp �* h I(?Q -P Dollars & $ $/ 3 T� N Cents Per SF A-2-6. 200 LF Saw Cut Existing Pavemert re f Dollars& 0 0 Do filo Cents Per LF $_3 z '_ $ 6 0c) dEk ON 3-6 03.'2l/07 :4 eV1)1 U 0 011j G'7 Cy„^, L7tl1iC1 ttdII.EIL OR !Y DLC VJR �GO4? _ .V'J' k c PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID -- A-2-7. 4 EA Adjust Public Sanitary Sewer Service Line �J n a ( nolLn� Dollars & eQ o a f._Cents Per EA $ $ DOb - A-2-6. 4 EA Adjust Private Sanitary Sewer Service Line by Plumber } Seue, ad r Doi a�& o Cents Per EA $ 7 7.S $ 3160 - A-2-9. SO LF Pavement Repair for Adjustment of Sanitary Sewer Line Dollars & o A�Cents Per LF 30U, A-2- 110 LF 24" Class Ill RCP Storm Drain Line 10. F�kJ nr c Dollars & n, �� $ J� J d!X* Cents Per LF $ X[ - J A-2- 40 LF 30" Class III RCP Storm Drain Line 11. n -Ory Dollars & Cents Per LF A-2- 520 LF 33"Class III RCP Storm Drain Line 12. 14ug d/Col Dollars & L)J vo 2 Cents Per LF A-2- 50 LF 33"Class V RCP Storm Drain Line 13. !� rj�j_yvl'0c he pytxJ14 Dollars, & 0 vn /moo Cents Per'_F $ lq $ so• B-7 03/21107 HAR._2 <i;r 07.49 817:0389245 Baird Hampt-,n & BYnwn #zd44 _ .ulu PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-2- 3 EA Construct Reinforced Concrete Collar 14, rOU,r Fund red -5" Dollars & LIet Cents Per EA $ Y14 A S- A-2- 1600 CY Trench Excavation &Sackfill for 15. Storm Drain Line — Ie Dollars & v n 0�0 Cents Per CY $ -'S ,_ $A 60 - A-2- 720 LF Trench Safety for Depth 5'and Over 16. a # I' v Dollars & 00 o o Cents Per LF $ .S ' $ 3 A-2- 1 EA 4' Square Storm Drain Manhole 17. VA k d'Dollars& n Cents Per EA $ 2�f 00. $ OU - A-2- 1 EA Construct Standard 1 D' Curb Inlet 18, W C 1l — s;>< 44 X d'd Ilars&. Qo �o o Cents Per EA $ 2 QL $ 2_60 A-2- 2 EA Construct Standard 15' Curb Inlet19. 11 t M A-YV�n e > ►'Id to ollars & �� �, 90a' s'Ufl Cents Per EA $ 3� $ A-2- 1 EA Connect to Existing Storm Drain s_N - - 20. Manhole /800.010 ��� ee►1 Dollars & 1/cam Cents Per EA B-$ 03/21/07 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-2- 1075 SF Reconstruct Standard Concrete 21. Driveway Si X Dollars& 01- ao D Cents Per SF $ L. A-2- 178C SF Reconstruct Standard Concrete 22. Sidewalk 1—,i v f Dollars& o® -i Cents Per SF $ 5 s o $ 9� A-2- 20 SY Concrete (2:27) Base Course for 23. Permanent Asphalt Pavement Repair — &U-e Dollars & �Q �—_pV_Cents Per SY $ S A-2- 20 SY HMAC Pavement Trench Repair to 24. Match Existing (4" Base& 2" Surface) F�- - f Dollars & $ S3 b $ /D 4 0 °o IV Cents Per SY A-2- 67 CY 4 Inches of Top Soil for Disturbed 25. and Graded Areas in Parkway Fourteen Dollars & Zero Cents Per CY $ 14.00 $ 938.00 A•2- 590 SY Solid Sod Disturbed and Grades 26. Areas in Parkway e rx� Dollars & 00 o 0 Al 0 Cents Per SY 8 j 0 O ` PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-2- 10 SY Miscellaneous Crushed Limestone 27. Placement, as Directed by Engineer QfV4 1 Dollars & od 00 rl o Cents Per CY $ $ A-2- 10 SY Miscellaneous Concrete Placement 28. (2500 PSI), as Directed by Engineer 0 N f Dollars & are Cents Per CY $ J $ 0, - Sub-Total for (A-2) Wedgway Drive &Woodway I O Drive SD Extension Improvements : $ / 5 67 B-10 03/21 t07 t`ln1t._L .:.VV( V/:J1 011JJ 0'?647 LU1 L[1 C1CULPI. Dil r: DL VWII SLC41 11J t (A-3) Teakwood Trace SD Extension PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID FURNISH AND INSTALL, INCLUDING ALL APPURTENANT WORK, COMPLETE AND IN PLACE THE FOLLOWING ITEMS- A-3- 1 EA Project Designation Sign 1. Two Hundred Fifty Dollars & Zero Cents Per EA $ 250.00 $ 250.00 A-3- 1 LS Miscellaneous Utility Adjustment 2. Five Thousand Dollars & Zero Cents Per LS $ 5000.00 $ 5000.00 A-3- 30 LF Demolish, Remove, and Dispose of 3. Existing Concrete Curb& Gutter �V 4-f�e Dollars& 0 J� ,. IVo Cents Per LF $ $ q0 A-3- 70 LF Remove and Reconstruct Existing 4. Wood Fence 14f e eN Dollars & _ j-o r Al o Cents Per LF $ $� _ A-3- 70 LF 24' Class III RCP Storm Drain Line 4. n e A rP-P Dollars& Oo o� ni,o Cents Per LF $ �3 $ S Of A-3- 100 CY Trench Excavation & Backfill for .. 5. Storm Drain Line r— V r Dolia-s & vo oa YV o Cents Per CY $ S, $ dd — B-11 0312VC7 1111tA.GL LVV V Ja. V1 !.. i ` PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-3- 70 LF Trench Safety for Depth 5'and Over s. FO ktv- Dollars & O Cents Per LF A-3- 1 EA Construct Standard 20' Curb Inlet 7. e �►� -Fd tCY /-�u���`rDollars& as 00 IV 0 Cents Per EA $ � ��!$ oo .- A-3- 1 EA Connect to Existing Curb Inlet 8.. ,--r- =17y-t Ad ollars& 1 jam_ Cents Per EA $ .2,500 $ SDO A-3- 5.5 CY 4 Inches of Top Soil for Disturbed 9. and Graded Areas it Parkway Fourteen Dollars & Zero Cents Per CY $ 14.0C $ 77.00 A-3- 45 SY Solid SoC Disturbed and Grades do 10. Areas in Parkway YJ Dollars& 1 O Cents Per SY S A-3- 1 LS Remove aid Replace the Existing 11. Shrubs, Along the Proposed Storm Drain Alignment,with Shrubs of Similar Size and Same Species, Complete in Place 11 `e u.sat>� Dollars & 00 do No Cents Per LS B-12 03r21107 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-3- 10 CY Miscellaneous Crushed Limestone 12. Placement,as Directed by Engineer (7 h P Dollars & p AO Cents Per CY $� v $ ,°o A-3- 10 CY Misce1aneous Concrete Placement 13_ (2500 PSI),as Directed by Engineer cQn :a Dollars & 000 �✓o Cents Per CY $ �, — $ 0, a d Sub-Total for (A-3) Teakwood Trace duo r SD Extension Improvements : $_ .2 33 — 13-13 0312107 1`1RY.._L'GVVI 74 Ol 7JJ (A-4) Kensington Drive SD Extension - PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID FURNISH AND INSTALL, INCLUDING ALL APPURTENANT WORK, COMPLETE AND IN PLACE THE FOLLOWING ITEMS., A-4- 1 EA Project Designation Sign 1. Two Hundred Fifty Dollars& Zero Cents Per EA $ 250.00 $ 250.00 A-4- 1 LS Miscellaneous Utility Adjustment 2. Five Thousand Dollars & Zero Cents Per LS $ 5000.00 $ 5000.00 A-4- 40 LF Demolish, Remove, and Dispose of •� 3. Existing Concrete Curb & Gutter a `P Dollars& o � 0e b Cents Per LF $ 3 y� S- A-4- 60 LF Saw Cut Existing Pavement 4. re f— Dollars& No Cents Per LF $ A-4- 320 LF 24" Class III RCP Storm Drain Line 5. ll �t.Ttii�Q»-e Dollars & �o ao 1 Cents Per LF $ d $ �2-S-0-72& A-4- 35 LF 24" Class V RCP Storm Drain Line 6. W;'n P Dollars& J o No Cents Per LF $ . $ 31, /5�• B-14 0321tD7 1:Y1%.LG 4VV1 .1 :JJ 011Z-OJLYJ -allu [lul[.il�vll a ul _rv[a n•-v f ` PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A4- 400 CY Trench Excavation & Backfill for f 7. Storm Drain Line Dollars& Ally Cents Per CY $ � $ 0 D 0, A-4- 355 LF Trench Safety for Depth 5'and Over 8. _ DollarsA/ Cents Pr LF $ _ $ 35 S•�' AA- 1 EA Construct Standard 10' Curb Inlet 9. w`,,irk CA -S,'�C , "Dollars& ao 00 &o Cents Per EA $ - $�•— A-4- 1 EA Construct Standard 15' Curb Inlet 10. ' rrCn Ilnd��`�Dollars �� o� - .,,dp_Cents Per EA $ 37sy $ 375 O- AA- 1 EA Concrete (2500 PSI)Saddle at Utility 11 Crossing urtd �Dolldrs& 00 e Cents Per EA $ S $ • A4- 1 EA Concrete Headwall to Accommodate 12 12"and 24"Storm Drain L�i��� P f ' Dollars & �� o Cents Per EA A-4- 8 SY 18 "Gabion Mattress for 13. Erosion Protectior 0 n�e�yt /r �?{iDolIars & L) ��Cents Per SY 1 B-15 03121 ro7 cVU/ V!: u 0i1 Dal I Rc"L.V 1,Vll N O1 VWI1 + PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-4- 25 SY Concrete (2:27)Base Course for 14. Permanent Asphalt Pavement Repair � —r—O w-'Dollars& �o i o Cents Per SY $ _ $ 3 Sa•— A-4- 25 SY HMAC Pavement Trench Repair to 15. Match Existing (4"Base &2" Surface) a O h / Dollars& $ . v— $ a2S 0 Cents Per SY A-4- 360 SY Hydromulch Disturbed and Graded 16. Areas Other Than Parkway 15 'f j Dollars & tY 0 — Cents Per SY A-4- 1.5 CY 4 Inches of Top Soil for Disturbed 17 and Graded Areas in Parkway Fourteen Dollars & Zero Cents Per CY $ 14.00 $ 21.00 A-4- 10 SY Solid Sod Disturbed and Graded 18. Areas in Parkway CAI Dollars & oe c1� Al Cents Per SY Zoo A-4- 10 SY Miscellaneous Crushed Limestone 19. Placement, as Directed by Engineer 0" Dollars & OA Dd Cents Per CY $ A $ B-16 D3r21.107 I Vr:0i 01 /J.1 0 y/_'{n taira ftampton d brown $4097 _ .V1r PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 1 A-4- 10 SY Miscellaneous Concrete Placement 20. (2500 PSI), as Directed by Engineer D we Dollars & o J hib Cents Per CY $ $ 0 Sub-Total for(A-4) Kensington Drive 00 SD Extension Improvements : F� B-17 03/21/07 LL'LUU/ UI:Jn S1 /-1.50J .4J uaifca Halo E:.oil d ol �wtt r��+= � (A-5) Chapin Road & Guadalupe Road SD Extension PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID FURNISH AND INSTALL, INCLUDING ALL APPURTENANT WORK, COMPLETE AND IN PLACE THE FOLLOWING ITEMS: A-5- 1 EA Project Designation Sign 21. _ Two Hundred Fifty Dollars & Zero Cents Per EA $ 250.00 $ 250.00 - A-5- 1 LS Miscellaneous Utility Adjustment 22. Five Thousand Dollars & Zero Cents Per LS $ 5000.00 $ 5000.00 A-5- 55 LF Demolish, Remove,and Dispose of 23. Existing Concrete Curb &Gutter o Dollars& yet A Cents Per LF $ _3 i $ S Q-'— A-S- 320 SF Demolish, Remove,and Dispose of 24. Existing Concrete Driveway Fogf- Dollars & ►/ra Cents Per SF $ �. A-5- 30 SF Demolish, Remove, and Dispose of 25. Existing Concrete Sidewalk re -e Dollars & 00 } Al Cents Per SF $ A-5- 60 LF Saw Cut Existing Pavement 25. � A ,, a Dollars & 0 Na Cents Per LF $ O' $ B-1 8 03r21/0? MAR.22'2007 07:59 817_3,89245 Baird Har..pton & Brown #284'q D.021 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-5- 2 EA Adjust Public Sanitary Sewer Service 27. Line (2,gx 11 0 ks a rca Dollars & aV 13) a Cents Per EA $mil 000• $ a.000 . A-5- 2 EA Adjust Private Sanitary Sewer 25. Service Line by Plumber 9-yex Oa ndlred S Dollars & ov IV o Cents Per EA $ A-5- 30 LF Pavement Repair for Adjustment of 25. Sanitary Sewer Line jai f=;v e Dollars & oc� Cents Per LF A-5- 35 LF 24" Class II RCP Storm Drain Line 27. }4 —bNP Dollars & p —A)I Cents Per LF $�� $ 4-p- A-5- 70 LF 30" Class III RCP Storm Drain Line 28. in ^ ©� Dollars & 0,0 �v Aln Cents Per LF $ $�o A-5- 230 LF 36" Class III RCP Storm Drain Line 29. Dollars & o 0 oCD Cents Per LF A-5- 1 EA Construct Reinforced Concrete Collar 30. _ d e 5' x'�6ollars & w o ti o Cents Per EA 13-19 03121/07 L VV' VrJ:VV `cl t:y6yC47 Cdlt❑ HdII.pLnR & brown F[Ll9:+ _ .VG.: PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-5- 510 CY Trench Excavation & Backfill for 31. Storm Drain Line �i yr Dollars & v o p j 0 Cents Per CY $. _ A-5- 335 LF Trench Safety for Depth 5'and Over _ 32. F"v e Dollars 8 00 A/o Cents Per LF $ _ $ � A-5- 1 EA 4' Square Storm Drain Manhole 33. �/ �iuen44-1 nP dnd�7Dollars & j)0 Q pr n Cents Per EA $ d $ -' A-5- 2 EA Construct Standard 10' Curb Inlet 34. �we► .- S,*y iAuld.Dollars & 42 o nl o Cents Per EA $,260a A-5- 1 EA Construct Standard 15' Curb Inlet 35. f-T *y-en 44nd D>�Ilars & 00 00 Aln Cents Per EA $_3;zS0 $:3T Sa - A-5- 1 EA Connect to Side of Existing 35. Box Culvert 5,X l cwnd Dollars & 0-0 O Cents Per EA $ IS, $ °� A-5- 32C SF Reconstruct Standard Concrete - 37. Driveway Dollars & - Cents Per SF $ C o� B_20 03/2?!07 rtnn.c.c cvvt vo t aiuwu PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-5- 30 SF Reconstruct Standard Concrete 313. Sidewalk 1� 1, ✓ ? Dollars & o _ r;f4-..-. Cents Per SF A-5- 25 SY Concrete(2:27)Base Course for 39. Permanent Asphalt Pavement Repair Fou,- Dollars & a o Ain Cents Per SY S S��� $ /35d -r" V A-5- 25 SY HMAC Pavement Trench Repair to 40. Match Existing (40 Base&2° Surface) 0 F;.F.1,,-q jwc C- Dollars & $ s --::—$ Alin Cents Per SY -� A-5- 27 CY 4 Inches of Top Soil for Disturbed 41. and Graded Areas in Parkway Fourteen Dollars & Zero Cents Per CY $ 14.00 $ 378.00 A-5- 24D SY Solid Sod Disturbed and Graded 42. Areas in Parkway r N Dollars & !Ann n/b Cents Per SY $ /d $� A-5- 1 LS Remove and Replace the Two 43. Recently Planted Small Caliper Trees, along the Proposed Storm Drain Aligrment, with Two Trees of Similar Caliper and Same Species, Including Landscaped Brick Border to Match Existing, Complete in Place j4ef_1A. &A&t)D011ars & Of vo Cents Per l.S $ 4906. $ /900- — B-21 0312V07 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT B!D A-5- 10 CY Miscellaneous Crushed Limestone 44. Placement, as Directed by Engineer IM Dollars& p0 0� o Cents Per CY A-5- 10 CY Miscellaneous Concrete Placement 45. (2500 PSI),as Directed by Ergineer Da P Dollars & o 0 o, Cents Per CY $ Sub-Total for (A-5) Chapin Road & Guadalupe Road SD Extension Improvements : $ ,� B-22 03/21/07 f1Ak._2":'097 18:03 5173389%45 Baird Hampt.:n h Brown #?849 _ .o. — t (A-6) Monticello Park SD Extension PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID FURNISH AND INSTALL, INCLUDING ALL APPURTENANT WORK, COMPLETE AND IN PLACE THE FOLLOWING ITEMS: A-6- 1 EA Project Designation Sign 1 Two Hundred Fifty Dollars& Zero Cents Per EA $ 250.00 $ 250.00 A-6- 1 LS Miscellaneous Utility Adjustment 2. Five Thousand Dollars & Zero Cents Per LS $ 5000.0C $ 5000.00 A-6- 55 LF Demolish, Remove, and Dispose of 3. Existing Concrete Curb& Gutter ��x 4 Dollars & IYo Cents Per LF $ $ 14, S� A-6- 450 SF Demolish, Remove, and Dispose of Y 4. Existing Concrete Valley Gutter Ft7 wr Dollars & oo'' fS0 00 nJ� Cents Per SF $ `7 $ 0. — A-6- 160 LF Saw Cut Existing Pavement 5. Dollars & Cents Per LF $ _ $ UL A-6- 35 LF 24"Class V RCP Storm Drain Line �►±i— i h r Dollars & O oo --rj�Jo Cents Per LF B-23 03121107 i-:r.r.._� cV I :10.v4 of I,s3o7_7 baba naR.pL,Dn N. crowr. F.-,Ohj _ .U_r. PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-6- 310 LF 30"Class III RCP Storm Drain Line 7. ` Aj i h e4z— Dollars & o o_o ents Per LF $ q 1 $moo. A-6- 425 CY Trench Excavation& Backfill for 8. Storm Drain Line — ► , Dollars & 'o- 2S o 0 o Cents Per CY $ _ $ A-6- 345 LF Trench Safety for Depth 5'and Over 9. — D 101f Dollars & 00 plo Cents Per LF A-6- 1 EA Construct Stardard 10' Curb Inlet 10. ! ,I �J wcrl�4 S% )C Hu nd i Dollars & oo po A!o Cents Per EA $-,a $_1QQ A-6- 1 EA Construct Stardard 20' Curb Inlet 11. For -SQ,jp n, Lx,"f Dol lars & 00 no pl a Cents Per EA $qU)O. $ 700 A-6- 1 EA Connect to Existing Curb Inlet � 12. --rwnt - F1,Vt gLmd is/Dollars & 0 /U o Cents Per EA A-6- 15 LF Construct Concrete Curb& Gutter 13. MR Dollars & v� Cents Per LF $ 0 $ SO B-24 03r21f0 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-6- 450 SF Construct Standard Concrete 14. Valley Gutter e✓✓ Dollars & a �o ,No Cents Per SF $ /y- $ SDD A-6- 55 SY Concrete (2-27) Base Course for 15. Permanent Asphalt Pavement Repair ,C:b.— Fo w,r Dollars & 0_4 0 0 0_Cents Per SY $� $ • A-6- 55 SY HMAC Pavement Trench Repair to is. Match Existing (4" Base&2" Surface) FS-��►,—' i n rp e Dollars& „� Al $ ( ° a Cents Per SY $ 53 A-6- 30D SY Hydrornulch Disturbed and Graded 1T. Areas Other Than Parkway S� Dollars & / 0 bo o Cents Per SY $_�— $ • A-6- 2.5 CY 4 Inches of Top Soil for Disturbed 1$. and Graded Areas in Parkway Fourteen Dollars & Zero Cents Per CY $ 14.00 A-6- 20 SY Solid Sod Disturbed and Graded 19. Areas in Parkway n Dollars & _ & Cents Per SY $ 10 , $�_ B-25 03121 M7 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-6- 10 CY Miscellaneous Crushed Limestone 20. Placement, as Directed by Engineer 011 a Dollars & 00 o d Y Q' Cents Per CY $_L_____ $ A-6- 10 CY Miscellaneous Concrete Placement 21. (2500 PSI), as Directed by Engineer �o Dollars v Cents Per CY Sub-Total for(A-6) Monticello Park o 0 SD Extension Improvements : $^641 120 B-26 0121107 C (A-8) Clayton Road East SD Extension PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID = FURNISH AND INSTALL, INCLUDING ALL APPURTENANT WORK, COMPLETE AND IN PLACE THE FOLLOWING ITEMS: A-8- 1 EA Project Designation Sign 1. Two Hundred Fifty Dollars & Zero Cents Per EA $ 250.00 $ 250.00 A-8- 2. 1 LS Miscellaneous Utility Adjustment Five Thousand Dollars & Zero Cents Per LS $ 5000.00 $ 5000.00 A-8- 30 LF Demolish, Remove,and Dispose of 3. Existing Concrete Curb& Gutter �h rpm Dollars& o _ ,.fL_Cents Per LF $ 3. $ A-8- 1090 SF Demolish, Remove, and Dispose of ~- 4. Existing Concrete Driveway & L4-r Dollars & ram/ — o Cents Per SF $ A-8- 50 SF Demolish, Remove,and Dispose of = 5. Existing Concrete Sidewalk �►re e Dollars& 0 fi/� Cents Per SF $ 3.� A-8- 10 LF Remove and Reconstruct Existing 6. Wood Fence ���Dollars & c, Cents Per LF $�Q.° $ -WO. B-27 03?21/07 a.C. c.IV I J V U Q 1 ..J V J L Y J D"l 1 1.U l:4!U t.J 1.J:1 M p l.l W l l .:.V S r • . ... PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-8- 205 LF 24"Class III RCP Storm Drain Line 7. o1n4 Dollars & �� o n�o Cents Per LF $ A-8- 40 LF Jack/Bore 24" Class 11' RCP Storm 8. Drain Line Adjacent Existing Garage Structure, and Grout Annular Space, Complete-in-P lace Dur TVJ Dollars & - Al 0 Cents Per LF $ A-8- 355 CY Trench Excavation & Backfill for 9. Storm Drain Line J)fic Dollars & No Cents Per Cy A-8- 245 LF Trench Safety for Depth 5'and Over 10. re C Dollars & ,v /yo Cents Per LF $ 3•� $� ° A-8- 1 EA Construct Standard 20' Curb Inlet - 11. rD1±J Pik Pu nd���Dollars & 00 00 /t/a Cents Per EA $ q DO A-8- 1 EA Connect to Existing Drop Inlet -- 12. /�wn I /i ohsan� Dollars & afl no No Cents Per EA $,DDT $._— T-- A-8- 1090 SF Construct Standard Concrete 13. Driveway Dollars & ov o0 Cents Per SF $ �D, ! $�o . B-28 03121/07 VG.V _ 0 .1Q 1411 uRaa.0 ucaaul.,t.�u ' �♦ ter+.a t PAY APPROX, DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-8- 50 SF Construct Standard Concrete 14. Sidewalk v _^Dollars & �p p�O Cents Per SF 71 A-8- 14.5 CY 4 Inches of Top Soil for Disturbed 15. and Graded Areas in Parkway Fourteen Dollars & Zero Cents Per CY $ 14.00 $ 203.00 A-8- 130 SY Solid Sod Disturbed and Graded 16. Areas in Parkway /yo s o- Centts Per SY $ �$ 3DO l A-8- 25 CY 4 Inches of Top Soil for Disturbed 17. and Graded Areas in Parkway Fourteen Dollars & Zero Cents Per CY $ 14.00 $ 350.00 A-8- 225 SY Solid Sod Disturbed and Graded 18. Areas on Private Property In and Around Easement /Pr✓ Dollars & $ No Cents Per LS A-8- 10 CY Miscellaneous Gushed Limestone 19. Placement, as Directed by Engineer 17 Pff Dollars& v p O d o NO_ Cents Per CY B_29 03l2 V07 t PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A-8- 10 CY Miscellaneous Concrete Placement 2D. (2500 PSI), as Directed by Engineer r~ DN Dollars i '� Cents Per CY $ , �� $___,L�,°— w Sub-Total for (A-8) Clayton Road East oa SD Extension Improvements 3. w 3-3D OW21/0T it.-I .-L LJV ltJ.11 -.Jl JJVJGYJ D']111A R,13i.F.J 1.Vll '1 Lil+Wil .ILOY .I+JJ (A-10) Fairway Drive SD Extension PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID { FURNISH AND INSTALL, INCLUDING ALL APPURTENANT WORK, COMPLETE AND IN PLACE THE FOLLOWING ITEMS: A- 1 EA Project Designation Sign 10-1. Two Hundred Fifty Dollars & Zero Cents Per EA $ 250.00 $ 250.00 # A- 1 LS Miscellaneous Utility Adjustment 10-2. Five Thousand Dollars & Zero Cents Per LS $ SOOO.OQ $ 500D.00 A- 45 LF Demolish, Remove, and Dispose of 10-3. Existing Concrete Curb& Gutter 1 I h 'v v Dollars & Q No _Cents Per LF $ 3.�— $ J3 A- 900 SF Demolish, Remove, and Dispose of 10-4. Existing Concrete Driveway flwJ'- Dollars & oa o0 lflo —Cents Per SF A- 100 LF Remove and Reconstruct Existing 10-5. Wood Fence /—rr,FT[ e K) Dollars & Cents Per LF A- 5 EA Adjust Public Sanitary Sewer Service 10-6. Line �1 0hc " sAgd Dollars & O)0 m Cents Per EA $_�D $ B-31 D312V07 ()si:1Z bl r: ts'a1.4 ) yar.pton « dre,:,.rn ' 1 c PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A- 5 EA Adjust Private Sanitary Sewer 1 D-7. Service Line by Plumber FA, Je✓ % SevA:K-Collars & pd At o Cents Per EA $UV�- $ 3 75 A- 150 LF Pavement Repair for Adjustment of 10-8. Sanitary Sewer Line F;"u- F/Vf Dollars & -----r o Cents Per LF A- 310 LF 21" Class III RCP Storm Drain Line 10-9. _ 5 _ —iv--c _Dollars & o p C310 p Cents Per LF $�S, A- 95 LF 30" Class III RCP Storm Drain Line 10- 10. I1/i he D wT Dollars & cro dents Per LF $ ` $_7-_► A- 525 CY Trench Excavation & Backfill for 10- Storm Drain Line 11. 1�fiti-f Dollars& _ d Cents Per CY A- 405 LF Trench Safety for Depth 5' and Over 10- 12. Dollars& oo_ NO Cents Per LF X/D- A- 2 EA Construct Standard 15' Curb Inlet 10- '' F1� 13. 'h i/ -Se✓tni T Dollars & o� o0 4�Cents Per EA $ 3?SO $:7 SDU 8-32 03121 r07 r-J O J G Y✓ --1 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A- 1 EA Construct 30" Concrete Headwall 10- 14. lr-N ,( of ars & ,,o 4Z fl Cents Per EA $�--$_3 --j-S-D d A- 900 SF Construct Standard Concrete 10- Driveway 15. 5 Dollars & & Cents Per SF $ $ 5 D A- 30 CY 4 Inches of Top Soil for Disturbed 10- and Graded Areas in Parkway 16. Fourteen Dollars & Zero Cents Per CY $ 14.00 $ 420.00 A- 265 SY Solid Sod Disturbed and Graded 10- Areas in Parkway 17. -- e w Dollars & v o Me Cents Per SY $ 0,�� $�� SD v' = A- 40 CY 4 Inches of Top Soil for Disturbed 10- and Graded Areas on Private 18. Property In and Around Easement Eleven Dollars & $ 11.00 $ 440.00 Zero Cents Per CY A- 36D SY Solid Sod Disturbed and Graded 10- Areas on Private Property In and 19. Around Easement "rer✓ Dollars & NO Cents Per LS _ B-33 CW21,o7 i'IAK.1 4 V V r u?j:,5 f 71 I:,S 0:0C:45 bairn narr.pL on n� tsrown 3Fc047 0-30/v,7 f PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID A- 10 CY Miscellaneous Crushed Limestore 1 D- Placement,as Directed by Engineer 20. r)p Dollars & 0 0 IN b Cents Per CY A- 10 CY Miscellaneous Concrete Placement 1 D- (2500 PSI),as Directed by Engineer 21. (7 N P Dollars & o a o a do Cents Per CY $1i Sub-Total for(A-10) Fairway Drive SD Extension Improvements : $� 13-34 03121 r07 MAR.22'2007 08:39 Q17;389245 Baird Hampton y Brown #2849 =.0371039 Sub-Total for(A-1) Improvements n 00 (Pg 13-5) : S J 5 SZ Sub-Total for(A-2) Improvements �9 (Pg B-10) : $ /5O , 9 0 3.-- Sub-Total for(A-3) Improvements o 0 (Pg 8.13) : $ .23. �27. Sub-Total for(A-4) Improvements �� (Pg B-17) : $ 5�l - w Sub-Total for(A-5) Improvements o0 (Pg B-22) : $ �-- Sub-Total for(A-6)Improvements o0 (Pg B-26) : $ a ' Sub-Total for(A-7) Improvements (Deleted from Project) : $ NIA - Sub-Total for(A-8) Improvements 60 (Pg B-3D) y Sub-Total for(A-9) Improvements (Deleted from Project) : $ NIA Sub-Total for(A-10) Improvements ao (Pg B-34) : $ 20. TOTAL FOR STORM DRAINAGE CONTACT"A": $ B-35 03121W K}..GL'cUVI ,�:�u nl/JStly/45 bairn mampton 5 brown �7L,tl9ti '.UJG'Viy F PART B- PROPOSAL (Coat.) Within ten(10)days after notification by the City,the undersigned will execute the formal contact and will deliver an approved Surety Bond and such other Bonds as required the Contract. The attached bid security in the amount of is to become the property of the City of Fort Worth,Texas,in the event the contract and bond or bonds are not executed and delivered within the time above set fourth,as liquidated damages for the delay and additional work caused thereby. a The successful bidder shall be required to perform the work in accord with the following publications, of which is incorporated herein and made a part hereof for all purposes: 1. Standard Specifications for Street and Storm Drain Construction,City of Fort Worth 2. Standard Specifications for Public Works Construction,North Central Texas. The undersigned assures that its employees and applicants for rrnployment and those of any labor organization,subcontractors; or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 Calendar Days after issue of the work order, and to complete the contract within 120 WORKING DAYS after beginning construction as set forth in the written work order to be furnished by the Owner. B-36 03/21107 1-1nr;.cc �. !r 1o:-i ot1JJn7G4J Da1iU ncla. 11 i (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of_ Nonresident bidders in the State of our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid.resident bidders. � L The principal place of business of our company or our parent company or majority oxmer is in the State of Texas_ Addendum No. I (Initials) :5.L4 (SEAL)If Bidder is Corporation Addendum No. 2(Initials) Addendum No. 3 (Initials) i Respectfully submitted, By: Title R Address O L& PR I.1J P d P /l r >� 211 7 Telephone B-37 03121/07 MR PART C SPECIAL PROVISIONS FOR STREET&STORM DRAIN IMPROVEMENT'S-WHITE- �r ri SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Conlemb 1. SCOPE OF WORK...................................................................................................................................SP-4 2. AWARD OF CONTRACT.......................................................................................................................SP-4 3. PRECONSTRUCTION CONFERENCE..................................................................................................SP-4 4. EXAMINATION OF SITE 5. BID SUBMITTAL....................................................................................................................................SP-5 6. WATER FOR CONSTRUCTION............................................................................................................SP-5 7. SANITARY FACILITIES FOR WORKMERS........................................................................................SP-5 8. PAYMENT................................................................................................................................................SP-5 9. SUBSIDIARY WORK..............................................................................................................................SP-5 10. LEGAL RELATIONS AND RESPONSIBILITIES TOTHE PUBLIC......................................................................................................................................SP-5 11. WAGE RATES.........................................................................................................................................SP-5 12. EXISTING UTILITIES.............................................................................................................................SP-5 -- 13. PARKWAY CONSTRUCTION...............................................................................................................SP-5 14. MATERIAL STORAGE...........................................................................................................................SP-5 15. PROTECTION OF EXISTING UTILITIES ANDIMPROVEMENTS..........................................................................................................................SP-6 16. INCREASE OR DECREASE IN QUANTITIES......................................................................................SP-6 17. CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS..........................................................SP-6 18. EQUAL EMPLOYMENT PROVISIONS............................................................................... ..SP-6 ............... �- 19. MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE........................................................................................................................SP-7 20. FINAL CLEAN UP...................................................................................................................................SP-8 21. CONTRACTOR'S COMPLIANCE WITH WORKER'S R COMPENSATION LAW..........................................................................................................................SP-8 22. SUBSTITUTIONS....................................................................................................................................SP-11 23. MECHANICS AND MATERIALSMEN'S LIEN....................................................................................SP-11 24. WORK ORDER DELAY ..SP-11 ....................................................................................................................... 25. WORKING DAYS ...................................................................................................................................SP-11 26. RIGHT TO ABANDON...........................................................................................................................SP-11 27. CONSTRUCTION SPECIFICATIONS...................................................................................................SP-11 28. MAINTENANCE STATEMENT ............................................................................................................SP-11 29. DELAYS ...................................................................................................................................SP-11 30. DETOURS AND BARRICADES ............................................................................................................SP-12 31. DISPOSAL OF SPOIL/FILL MATERIAL ......................SP-12 ........................................................................ 32. QUALITY CONTROL TESTING ...........................................................................................................SP-12 33. PROPERTY ACCESS............................................................................................. .............SP-13 .................... 34. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES ...................SP-13 ............................ 35. WATER DEPARTMENT PRE-QUALIFICATIONS .............................................................................SP-13 36. RIGHT TO AUDIT ..................................................................................................................................SP-13 37. CONSTRUCTION STAKES ...................................................................................................................SP-14 38. LOCATION OF NEW WALKS AND DRIVEWAYS ............................................................................SP-14 39. EARLY WARNING SYSTEM FOR CONSTRUCTION.........................................................................SP-14 40. AIR POLLUTION WATCH DAYS.........................................................................................................SP-15 05/27/05 Sp-1 w 00 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contenn CONSTRUCTION ITEMS: 41. PAY ITEM-UNCLASSIFIED STREET EXCAVATION...................................................................SP-15 42. PAY ITEM-6"REINFORCED CONCRETE PAVEMENT...................................................................SP-16 43. PAY ITEM-SILICONE JOINT SEALING.............................................................................................SP-16 44. PAY ITEM-T'CONCRETE CURB................................................................ ................SP-20 45. PAY ITEM-RETAINING WALL..........................................................................................................SP-20 ., 46. PAY ITEM-REPLACE EXIST.CURB AND GUTTER........................................................................SP-20 47. PAY ITEM-HMAC TRANSITION.........................................................................................................SP-20 48. PAY ITEM-6"PIPE SUBDRAIN...........................................................................................................SP-20 49. PAY ITEM-TRENCH SAFETY............................................................ .............................................SP-20 50. PAY ITEM-8"THICK LIME STABILIZED SUBGRADE AND CEMENT FOR SUBGRADE STABILIZATION................................................................................................................SP-21 51. PAY ITEM-6"HMAC PAVEMENT(THICKNESS TOLERANCES AND HMAC TESTING PROCEDURES)..................................................................................................................SP-21 52. PAY ITEM-CONCRETE FLAT WORK(CURB,CURB&GUTTER,SIDEWALKS, LEADWALKS,WHEELCHAIR RAMPS AND DRIVEWAYS).......................................SP-22 53. PAY ITEM-REMOVE EXISTING CONCRETE SIDEWALK,DRIVEWAYS,STEPS, LEADWALKS AND WHEELCHAIR RAMPS..................................................................SP-22 54. PAY ITEM-REMOVE EXISTING CURB AND GUTTER...................................................................SP-22 55. PAY ITEM-REMOVE EXISTING CURB INLET.................................................................................SP-22 56. PAY ITEM-6"REINFORCED CONCRETE DRIVEWAY...................................................................SP-23 57. PAY ITEM-REMOVE AND CONSTRUCT CONCRETE STEPS........................................................SP-23 58. PAY ITEM-4' STANDARD CONCRETE SIDEWALK,LEADWALK AND WHEELCHAIR RAMP.......................................................................................................SP-23 59. PAY ITEM-REMOVE AND REPLACE FENCE...................................................................................SP-23 60. PAY ITEM-STANDARD T'CURB AND 18"GUTTER......................................................................SP-24 6I. PAY ITEM-REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUS...........................SP-24 62. PAY ITEM-BORROW ............................................................................. SP-24 .............................................. 63. PAY ITEM-CEMENT STABILIZATION..............................................................................................SP-24 64. PAYITEM-CEMENT ...........................................................................................................................SP-24 65. PAY ITEM-NEW T'CONCRETE VALLEY GUTTER.......................................................................SP-24 66. PAY ITEM-STORM DRAIN INLETS............................................ ...................SP-25 .................................... 67. PAY ITEM-TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN.........................................................................................................SP-25 wr 68. PAY ITEM-STORM WATER POLLUTION PREVENTION(FOR DISTURBED AREAS EQUAL TO OR GREATER THAN I ACRE)....................................................................SP-25 69. PRE BID ITEM-PROJECT DESIGNATION SIGN...............................................................................SP-27 70. PRE BID ITEM-UTILITY ADJUSTMENT...........................................................................................SP-27 7I. PRE BID ITEM-TOP SOIL....................................................................................................................SP-27 72. PRE BID ITEM-ADJUST WATER VALVE BOX................................................................................SP-28 ^ 73. PRE BID ITEM-MANHOLE ADJUSTMENT..............................................._......................................SP 28 74. PRE BID ITEM-ADJUST WATER METER BOX.........................................................................SP-28 75. NON-PAY ITEM-CLEARING AND GRUBBING................................................................................SP-28 76. NON-PAY ITEM- SPRINKLING FOR DUST CONTROL...................................................................SP-28 77. NON-PAY ITEM- PROTECTION OF TREES,PLANTS AND SOILS................................................SP-28 78. NON-PAY ITEM-CONCRETE COLORED SURFACE.......................................................................SP-29 pm 05/27/05 SP-2 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents 79. NON-PAY ITEM-PROJECT CLEAN-UP..............................................................................................SP-29 80. NON-PAY ITEM-PROJECT SCHEDULE.............................................................................................SP-29 81. NON-PAY ITEM-NOTIFICATION OF RESIDENTS................................. .................SP-29 ........................ 82. NON-PAY ITEM-PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION..............SP-29 83. NON-PAY ITEM-PRE-CONSTRUCTION NEIGHBORHOOD MEETING........................................SP-30 84. NON-PAY ITEM-WASHED ROCK......................................................................................................SP-30 85. NON-PAY ITEM-SAWCUT OF EXISTING CONCRETE...................................................................SP-30 86. NON-PAY ITEM- LOCATION AND EXPOSURE OF MANHOLES ANDWATER VALVES..........................................................................................SP-30 87. NON-PAY ITEM-TIE-IN INTO STORM DRAIN STRUCTURE........................................................SP-31 88. NON-PAY ITEM- SPRINKLER HEAD ADJUSTMENT......................................................................SP-31 89. NON-PAY ITEM-FEE FOR STREET USE PERMITS AND RE-INSPECTIONS..............................SP-31 90. NON PAY ITEM-TEMPORARY EROSION,SEDIMENT AND WATER POLLUTION CONTROL(FOR DISTURBED AREAS LESS THAN 1 ACRE)....SP-31 91. NON PAY ITEM-TRAFFIC CONTROL ..............................................................................................SP-32 05/27/05 SP-3 SPECIAL PROVISIONS - FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: 2004 C.I.P. Drainage Project Contract A: Miscellaneous Storm Drain Extensions T&PW No. C200 541200 2012700093 D.O.E.NO.4825 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the following: Reconstruction oft 2925 LF of 18"-36"Storm Drain Lines, 16 Curb Inlets,4 Storm Drain Manholes 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: Submission of Bids: Unit 1 and Unit II constitute a package. If the Contractor submits a bid on both Unit 1 and Unit II and has the lowest responsive proposal price,the Contractor will be the apparent successful bidder for this project. The Contractor can bid either the HMAC alternate and/or the Concrete alternate. The additive alternate must be included in any bid. Bidders are hereby informed that the Director of the Department of Engineering reserves the right to evaluate and recommend to the City Council the best bid that is considered to be in the best interest of the City. 3. PRECONSTRUCTION CONFERENCE: The successful Contractor, Engineer, and City-City shall meet at the call of the City for a preconstruction conference before any of its work begins on this project. At this time, details of sequencing of the work, contact individuals for each party, request for survey, and pay requests will be covered. Prior to the meeting, the Contractor shall prepare schedules showing the sequencing and progress of their work and its effect on others. A final composite schedule will be prepared during this conference to allow an orderly sequence of project construction. As used herein, the term"Engineer"shall mean the design engineer who prepared and sealed the plans, specifications and contract documents for this project. 4. EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all unusual conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. During the construction of this project, it is required that all parkways be excavated and shaped including bar ditches at the same time the roadway is excavated. Excess excavation will be .. disposed of at locations approved by the Engineer. During construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 5. BID SUBMITTAL: Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining 05/27/05 SP-4 contract documents intact may be grounds for designating bids as"non-responsive"and rejecting bids as appropriate and as determined by the Director of the Department of Engineering. 6. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. 7. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site. Specific attention is directed to this equipment. 8. PAYMENT: The Contractor shall receive full payment from the City for all the work based on unit prices bid on the proposal and specified in the plans and specifications and approved by the Engineer per actual field measurement. 9. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirement for the w projects, 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 or work, the cost of which shall be included in the price bid in the Proposal for each bid item, including but not limited to surface restoration cleanup and relocation of mailboxes. All objectionable matter required to be removed from within the right-of-way and not particularly described under these specifications shall be covered by Item No. 102"Clearing and Grubbing" and shall be subsidiary to the other items of the contract. 10. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular -- attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public" of the"Standard Specifications for Street and Storm Drain Construction". 11. WAGE RATES: Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code(Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City$60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents.This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023,Texas Government Code, by a contractor or subcontractor,the City shall make an initial determination, before the 31st day after the date the City receives the information,as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and 05/27/05 SP-5 wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. .. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023,Texas Government Code, including a .. penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act(Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c)above. if the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. Records to be Maintained. The contractor and each subcontractor shall,for a period of three(3)years following the date of acceptance of the work, maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii)the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. Pay Estimates. With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs(a)through (g)above. (Wage rates are attached at the end of this section.) 12. EXISTING UTILITIES: The locations and dimensions shown on the plans relative to existing utilities are based on the best information available. It shall be the Contractor's responsibility to verify location of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as are necessary in the construction process in order to provide adequate clearance. The Contractor shall take all necessary precautions in order to _ protect all services encountered. Any damage to utilities and any losses to the utility City due to disruption of service resulting from the Contractor's operations shall be at the Contractor's expense. 13. PARKWAY CONSTRUCTION: During the construction of this project, it will be required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Director of the Department of Engineering. 14. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained permission from the property City. 05/27/05 S P-6 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and utilities,which may be encountered. The utility lines and conduits shown on the plans are for information only and are not guaranteed - by the City or the Engineer to be accurate as to extent, location and depth, they are shown on the plans as the best information available at the time of design, from the Owners of the utilities involved and from evidences found on the ground. T 16. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the Proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. No additional compensation shall be paid to Contractor for errors in the quantities. Final payment will be based upon field measurements. The City reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, _ increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in anticipated profits or shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of storm drain pipes in depth categories shall be interpreted herein as applying to the overall quantities of storm drain pipe in each pipe size but not to the various depth categories. 17. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part,by the negligence or alleged negligence of City, its officers,servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers, servants or employees. In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either(a)submits to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or(b)provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 18. EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400(Fort Worth City Code Sections 13-A-21 through 12- A-29)prohibiting discrimination in employments practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided by assistance by the City of Fort Worth's Equal Employment Officer who will refer 05/27/05 SP-7 any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. 19. MINORITY AND WOMEN BUSINESS ENTERPRISE(M/WBE)COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 15530,the City has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within fine(5)city business days after bid opening. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise(M/WBE)on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts(other than a negligent misrepresentation) and/or the commission fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation(other than a negligent misrepresentation)and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time not less than three years. + The City will consider the Contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate"good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the _ goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE Contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE Contractor(s) must be certified by either the North Central Texas Regional Certification Agency(NCTRCA)or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine(9) county marketplace or currently doing business in the marketplace at time of bid. The Contractor #_ shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10%of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in its M/WBE participation commitments submitted with or subsequent to the bid, and, 05/27/05 SP-8 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the Contractor had represented he would perform with his forces, the Contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and, 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. C. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the _. subcontractor. Within ten(10)days after final payment from the City, the Contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. 20. FINAL CLEAN-UP: Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been completed. No more than seven days shall elapse after completion of construction before the roadway and R.OW. is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or - concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. 21. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage - a. DEFINITIONS: b. Certification of coverage("Certificate"). A copy of a 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's employees providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor"in§406.096)-includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes,without limitation, independent Contractors, subcontractors, leasing companies, motor carriers, City-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 services related to a project. "Services" .. does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements 05/27/05 SP-9 of Texas Labor Code, Section 401.011(44)or all employees of the Contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project,the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. g. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10)days after the Contractor knew or should have known, or any change that materially affects the provision of coverage of any person providing services on the project. h. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. i. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44)for all of its employees providing services on the project, for the duration of the project; (2) provide to the Contractor, prior to that person beginning work on the project, a T certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain form each other person with whom it contracts, and provide to the Contractor. (a) a certificate of coverage, prior to the other person beginning work on the project; and 05/27/05 SP-10 (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (c) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. w (d) notify the governmental entity in writing by certified mail or personal delivery, within ten(10)days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (e) contractually require each person with whom it contracts, to perform as required by paragraphs(1)-(7),with the certificates of coverage to be provided to the person for whom they are 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 worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative, criminal, civil penalties or other civil actions. k. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten day after receipt of notice of a breach from the governmental entity. B. The Contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the Worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identify of their employer or status as an employee." Call the Texas Worker's Compensation Commission at 512-440-3789 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". 05/27/05 SPA 1 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project No substitutions will be permitted r until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term"or equal",or"or approved equal"is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it 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 substitutes is procured by the Contractor. Where the term"or equal", or"approved equal" is not used in the specifications,this does not necessarily exclude alternative items or _ material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of providing that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of the sub-section as related to"substitutions"shall be applicable to all sections of these specifications. 23. MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of mechanics and materialmen's liens upon receipt of payment. 24. WORK ORDER DELAY:All utilities and right-of-way are expected to be clear and easements and/or permits 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. 25. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days. — 26. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 27. CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 26d Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown,then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 28. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two(2)years from date of final acceptance of this project and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 29. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City 05/27/05 SP-12 to provide information or material, if any,which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Director of the Department of Engineering and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval;and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 30. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction as required by Engineer by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications"Barriers and Warning and/or Detour Signs," Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with"1980 Texas Manual on Uniform Traffic Control Devices,Vol. No. 1." 31. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator("Administrator"),of the location of all sites where the Contractor - intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth(Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 32. QUALITY CONTROL TESTING: (a) The Contractor shall furnish, at its own expense,certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of on site material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project 05/27/05 SP-13 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 Y relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The Contractor shall provide a copy of the trip 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. 33. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 34. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, 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 lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the 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 case. — (d) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 35. WATER DEPARTMENT PRE-QUALIFICATIONS: Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specifications shall govern performance of all such work. 36. 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 ' 05/27/05 SP-14 pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the 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. (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 37. CONSTRUCTION STAKES: The City, through its Surveyor or agent,will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and utility construction and centerlines and benchmarks for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage,etc.), one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter and/or paving. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished. If, in the opinion of the Engineer, a sufficient number of stakes or markings provided by the City have been lost, destroyed, or disturbed, that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place, then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes, at the Contactor's expense. No claims for delay due to a lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. 38. LOCATION OF NEW WALKS AND DRIVEWAYS,- The Contractor will make every effort to protect existing trees within the parkway, with the approval of the engineer the Contractor may re-locate proposed new driveways and walks around existing trees to minimize damage to trees. 39. EARLY WARNING SYSTEM FOR CONSTRUCTION: Time is of the essence in the completion of - this contract. In order to insure that the Contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the Contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: 1. A letter will be mailed to the Contractor by certified mail, return receipt requested demanding that, within 10 days from the date that the letter is received, it provide 05/27/05 SP-15 sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the Contractor receives such a letter, the Contractor shall r provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The Project Manager and the Directors of the Department of Engineering, Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary,the City Manager's Office and the appropriate city council members may also be informed. 3. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Public Information Officer. 4. Upon receipt of the Contractor's response, the appropriate City departments and directors will be notified. The Engineering Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals. 5. If the Contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding r. company will be notified appropriately. 40. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m. - 10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the " WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized _ equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG.If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Air Pollution Watch Day, that day will be w considered as a weather day and added onto the allowable weather days of a given month. CONSTRUCTION -� 41. PAY ITEM- UNCLASSIFIED STREET EXCAVATION: See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this item. Removal of existing penetration or asphalt pavement shall be included in this item. Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this item and no additional compensation shall be given as such. 05/27/05 SP-16 During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the engineer. The intention of the City is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. 42. PAY ITEM- 6" REINFORCED CONCRETE PAVEMENT: (a) All applicable provisions of standard Specifications Item 314"Concrete Pavement," shall apply. The Contractor shall use a six (6) sack concrete mix for all hand placement in the intersections. The unit price bid per square yard shall be full payment for all labor, material, equipment and incidentals necessary to complete the work. (b) Once an evaluation of the pavement is made to determine whether the crack is due to distress or minor shrinkage, the following policy will apply: (1) When the crack is minor and due to shrinkage(cosmetic), then no further treatment will be needed. (2) If the crack is due to distress(structural),the failed pavement must be removed and replaced a minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet wide after repairing the failed panel. (3) Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to prevent future spalling of the pavement. (c) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Construction Engineer. Screeds will not be allowed except if approved by the Construction Engineer. 43. PAY ITEM-SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: - CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION -- for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and .. curbs shall supersede Item 314.2. (11)"Joint Sealing Materials"of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.210"Joint Sealing"of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH TEXAS - COUNCIL OF GOVERNMENTS. 2. MATERIALS 2.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant, the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint 05/27/05 SP-17 sealant meet these requirements. 2.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated,documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 2.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Coming 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an approved equal. -- Self-Leveling Silicone Joint Sealant Test Method Test Requirement AS SUPPLIED **** Non Volatile Content, % min. 96 to 99 MIL-S-8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 **** Skin-Over Time, minutes max. 60 ***" Cure Time, days 14 to 21 **** Full Adhesion, days 14 to 21 AS CURED-AFTER ASTM D 412, Die C Mod. Elongation, % min. 1400 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @+100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect 14 Mod.) -- ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600 (Sect. 14 Mod.) 2.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to the"Construction .� Detail"sheet for the various joint details with their respective dimensions. 3. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the"Construction Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the"dummy"joints, the initial 1/4 inch 05/27/05 SP-18 width"green"saw-cut and the"reservoir" saw cut are identical and should be .� part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7)days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40F(4C) and rising. 4. EQUIPMENT 4.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 4.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 4.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 4.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow-tube shall fir into the saw-cut joint. 4.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint 4.6 Injection Tool: This mechanical device shall apply the sealant uniformly into the joint. 4.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 4.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 5. CONSTRUCTION METHODS 5.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and -~ joint sealant placement shall be performed in a continuous sequence of operations 5.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on the"Construction Detail"sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 5.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. 05/27/05 SPA 9 When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989) After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning,the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 5.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F(4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. { Traffic shall not be allowed on the fresh sealant until it becomes tack-free. Approval of Joints:A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. 6. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a _ written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for two years after final acceptance of the completed work by the Engineer. 7. BASIS OF PAYMENT Payment will be made at the Contract bid item unit price bid per linear foot(L.F.)as provided in"MEASUREMENT"for"SILICONE JOINT SEALING", which price of 05/27/05 SP-20 shall be full compensation for 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. 44. PAY ITEM- 7"CONCRETE CURB: The Contractor may, at his option,construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty(30) minutes after the concrete in the slab. If the Contractor fails to backfill behind the curb within seven(7)calendar days of pouring the curb and gutter, the amount paid for the curb shall be reduced by 25% until the backfill operation is complete. 45. PAY ITEM- RETAINING WALL: This item will consist of placing retaining walls in locations and at heights determined by the engineer in the field. All applicable section of City of Fort Worth Standard Specification item 518 shall apply except as follows: _• Retaining wall shall be constructed per City of Fort Worth Construction Standard Drawing No. S-M13 "Retaining Wall With Sidewalk"where applicable. All existing brick and/or stone retaining walls not significantly impacted by proposed grade changes will be protected. Replacement of retaining walls not impacted by proposed grade changes will be at the expense of the Contractor. 46. PAY ITEM-REPLACE EXIST. CURB AND GUTTER: This item is included for the purpose and removing and replacing existing curb and gutter in transition areas as determined by the Engineer in the field. The proposed curb and gutter will be of the same dimensions as the existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to establish a unit price for the work The price bid per linear foot for "REPLACE EXIST. CURB AND GUTTER" as shown in the Proposal w will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 47. PAY ITEM-HMAC TRANSITION: This item will consist of the furnishing and placing at varying thicknesses an HMAC surface in transition areas where indicated on the plans,as specified in these specifications and at other locations as may be directed by the Engineer. This item shall be governed by all applicable provisions of Standard Specifications Item 312. The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 48. PAY ITEM- -6"PIPE SUBDRAIN: No specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. 49. PAY ITEM- TRENCH SAFETY: Description: This item will consist of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench. The Contractor shall develop, design T and implement the trench excavation safety protection system. The Contractor shall bear the sole 05/27/05 SP-21 responsibility for the adequacy of the trench safety system and providing"a safe place to work"for the workman. The trench excavation safety protection system shall be used for all 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. 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 furnishing design, materials, tools, labor, equipment and incidentals necessary, including removal of the system. — Trench depth for payment purposes for Trench Safety Systems is the vertical depth as measured from the top of the existing ground to the bottom of the pipe. 50. PAY ITEM-8"THICK LIME STABILIZED SUBGRADE&CEMENT FOR SUBGRADE STABILIZATION: See Standard Specifications Item No. 210, "Lime Treatment(Material Manipulation)"and Specification Item No.212, "Hydrated Lime and Lime Slum'for specifications governing this item. Quantities for this pay item are approximate and are given only to establish a unit price for the work. The price bid per square yard for"8"THICK LIME STABILIZED SUBGRADE"as shown in the Proposal will be full payment for all labor, equipment, tools and incidentals necessary to complete the work. The price bid per ton for"LIME FOR SUBGRADE STABILIZATION"as shown in the Proposal will be full payment for materials necessary to complete the work. 51. PAY ITEM-6" H.M.A.C. PAVEMENT(Thickness Tolerances and HMAC Testing Procedures): The base course shall be a 3" deep Type"B" course placed in one lift. The surface course shall be a 3"deep Type"D"course placed in one lift. All provisions of Standard Specification No. 312.7 'Construction Tolerance' shall apply except as modified herein: 1) After completion of each asphalt paving course, core tests will be made to determine compliance with the contract specifications. The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer. The thickness of individual cores will be determined by averaging at least three (3) measurements. If the core measurements indicate a deficiency, the length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness. The width of such area shall not be less than % of the roadway width. 2) When the thickness of the base course (as determined from core samples) is more than 15% deficient of the plan thickness, the Contractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15% deficient, the Contractor shall make up the difference in the base thickness with surface course material. ` 3) The surface course must be the plan thickness. This does not include surface course material used to make up deficiencies in the base course as described in item 2). 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness. Deficient areas(as determined in item 1) found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 05/27/05 SP-22 5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications. 6) HMAC Testing Procedure: The Contractor is required to submit a Mix Design for both Type"B"and"D"asphalt that will be used for each project. This should be submitted at the Pre-Construction Conference. This design shall not be more than two(2)years old. Upon submittal of the design mix a Marshal(Proctor)will be calculated, if one has not been previously calculated, for the use during density testing. For type"B"asphalt a maximum of 20% rap maybe used. No Rap may be used in type"D" Upon approval of an asphalt mix design and the calculation of the Marshal(proctor)the Contractor is approved for placement of the asphalt. The Contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type"B"and for Type"D"asphalt will be 91%of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established, densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type"B"and"D"asphalt. Densities on type"B" must be done before Type"D"asphalt is applied. Cores to determine thickness of Type"B" asphalt must be taken before Type"D"asphalt is applied. Upon completion of the application of Type"D"asphalt additional cores must betaken to _ determine the applied thickness. 52. PAY ITEM- CONCRETE FLAT WORK(CURB, CURB&GUTTER. SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS): Concrete flatwork is defined as curb, curb and gutter,sidewalks, leadwalks,wheelchair ramps and driveways as shown in the plans.This provision governs the sequence of work related to concrete flatwork and shall be considered a supplement to the specifications governing each specific item. Required backfilling and finished grading adjacent to flatwork shall be completed in order for the flatwork to be accepted and measured as completed. - No payment will be made for flatwork until the pay item has been completed,which includes backfilling and finished grading. _ 53. PAY ITEM—REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS, STEPS, LEADWALKS AND WHEEL CHAIR RAMPS: This item includes removal of existing concrete sidewalks, driveways, steps, leadwalks and wheelchair - ramps at location shown on the plans or as designed by the Engineer. See Item No. 104"Removing Old Concrete",for Specifications governing this item. 54. PAY ITEM—REMOVE EXISTING CURB AND GUTTER: Where shown on the plans or where designated by the Engineer, existing curb and or gutter and existing laid down curb shall be removed and disposed of in a manner satisfactory to the Engineer. -- Measurement will be by the linear foot for curb and gutter, laydown curb removed, and for all labor, tools, and incidentals necessary to complete the job. 55. PAY ITEM—REMOVE EXISTING CURB INLET: 05/27/05 SP-23 This item shall include all labor, materials, and equipment necessary to remove and dispose of the existing inlet and removal and connection of the existing RCCP lead pipe inlet as shown on the Plans and as directed by the Engineer. 56. PAY ITEM—6"THICK REINFORCED CONCRETE DRIVEWAY: See Standard Specification Item No. 504, "Concrete Sidewalks and Driveways"for specifications governing this item as well as details S-S5 and S-S5A. The price bid per square foot for"6"THICK REINFORCED CONCRETE DRIVEWAY"as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 57. PAY ITEM—REMOVE AND CONSTRUCT CONCRETE STEPS: See Standard Specification Item No. 516, "Concrete Steps"for specifications governing this item as well as details SM-3. The price bid per each for"REMOVE CONCRETE STEPS"and"CONSTRUCT CONCRETE STEPS" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the removal and construction of each set of concrete steps. 58. PAY ITEM—4' STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR RAMP: All applicable provisions of standard Specifications Item 104"Removing Old Concrete"and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, r. or as directed by the Engineer. The Contractor shall not remove any regulatory sign, instruction sign, street name and sign or other sign which has been erected by the City. The Contractor shall contact Signs and Marking Division, TPW(Phone 871-7738). All concrete flared surfaces shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type, and shall be used in accordance with manufacturers instructions. "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution." 59. PAY ITEM—REMOVE AND REPLACE FENCE: This item shall include the removal and reconstruction of the existing fence at the locations shown on the plans or where deemed necessary by the Engineer. The Contractor shall exercise caution in removing and salvaging the materials to they may be used in reconstructing the fence. Their constructed fence shall be equal in every way, or superior, to the fence removed. The Contractor shall be responsible for keeping livestock within the fenced areas during construction operation and while removing and relocating the fence, and for any damage or injury sustained by persons, livestock or property on account of any act of omission, neglect or misconduct of his agents, employees, or 05/27/05 SP-24 subcontractors. The unit price per linear foot shown on the Proposal shall be full compensation for all materials, labor, equipments, tools and incidentals necessary to complete the work. 60. PAY ITEM—STANDARD 7"CURB AND 18"GUTTER: " All provisions of Standard Specification No. 502'Concrete Curb and Gutter shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: a. A minimum of 5"or greater as required depth of stabilized subgrade properly compacted under the proposed curb and gutter as shown in the construction details. b. If the Contractor fails to backfill either in from of the gutter or behind the curb within seven (7)calendar days of pouring the curb and gutter, the amount paid for the curb and gutter R shall be reduced by 25% until the backfill operation is complete. Standard Specifications Item No. 502, shall apply except as herein modified. Concrete shall have minimum compressive strength of three thousand (3,000) pounds per square inch in twenty-eight(28) days. The quantity of mixing water shall not exceed seven(7)gallons per sack(94 lbs.)of Portland Cement. The slump of the concrete shall not exceed three (3)inches. A minimum cement content of five(5)sacks of cement per cubic yard of concrete is required. 61. PAY ITEM—REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUS: This item includes the removal and reconstruction of existing mailboxes, brick walls, flowerbed trim r and miscellaneous items within the right of way which may be damaged or removed during construction. When possible, the Contractor shall salvage existing materials for reuse in the replacement or repair of damaged or removed items. Items which are to be repaired or reconstructed should look architecturally the same in material and appearance and should be reconstructed or • repaired in a better or new condition. All applicable provisions of City of Fort Worth Construction Standards shall apply. 62. PAY ITEM—BORROW: The non-expansive earth fill should consist of soil materials with a liquid limit of 35 or less, a plasticity index between 8 and 20, a minimum of 35 percent passing the No. 200 sieve, a minimum of 85 percent passing the No. 4 sieve, and which are free of organics or other deleterious materials. When compacted to the recommended moisture and density, the material should have a maximum free swell value of 0.5 percent and a maximum hydraulic conductivity(permeability)of 1 E-05 cm/sec, as determined by laboratory testing of remolded specimens of the actual materials proposed for the non- expansive earth fill. 63. PAY ITEM—CEMENT STABILZATION: All applicable provisions of Item 214, 'Portland Cement Treatment' shall apply. V 64. PAY ITEM—CEMENT: All applicable provisions of Item 214, 'Portland Cement Treatment' shall apply. 65. PAY ITEM—NEW 7"CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field. 05/27/05 SP-25 Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See standard specification Item No. 314', Concrete Pavement', Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 6' non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314"Concrete Pavement'. - The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley gutter at a time, and the other half shall be R open to traffic.Work shall be completed on each half within seven (7) calendar days. 66. PAY ITEM—STORM DRAIN INLETS: An alternative method of construction for these items will be"Pre-Cast" manholes and inlets. If the Contractor desires to use this method, he must submit details for the construction to the Transportation and Public Works Department fore review and approval if said details are acceptable. The Pre-Cast construction must be equal or superior to the strength requirements for this item as set out in Item 444, " "Manholes and Inlets"and said construction shall be in compliance with all other requirements of Item 444 where applicable. 67. PAY ITEM—TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN: - Work under this item includes all the proposed excavation and backfill in the project area and the necessary fill area. Payment will be made for the quantity of earth excavated/backfilled. The placing TM of fill shall be subsidiary to the trench excavation/backfill price. Excess material which is obtained from excavating the trench shall be used for fill placement subject to the provisions of Item 114 of the City of Fort Worth Standard Specifications. R All excavated material which is unacceptable as fill material shall become the property of the Contractor to be hauled off the site and disposed of property. Unacceptable material shall be, but not limited to: rocks, concrete, asphalt, debris, etc. The cost for removal and disposal of unacceptable -- material shall be subsidiary to the unit prices. 68. PAY ITEM-STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE): PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all — construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity).The Contractor is defined as an"operator" by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Internet at http://www.tnrcc.state.b(.us/permitfingtwater perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.htmi. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical 05/27/05 SP-26 controls and possible reduce costs. The methods of control shall result in minimum sediment retention - of not less than 70%. NOTICE OF INTENT(NOI): If the project will result in a total land disturbance equal to or greater than 5 acres, the Contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent(NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the Contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOI shall be submitted to the TCEQ at least 48 hours prior to the Contractor moving on site and shall include the required$100 application fee. The NOI shall be mailed to: { Texas Commission on Environmental Quality Storm Water&General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOI shall be sent to: City of Fort Worth — Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the Contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water&General Permits Team: MC-228 P.O. Box 13087 Austin, TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP's are available for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NOI) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The Contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit The Contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the Contractor must be prepared and submitted by the Contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. 05/27/05 SP-27 SMALL CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOI form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above. A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes, rock berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets, or other structural or non-structural storm water �- pollution controls. The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. _ PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. FOR DISTURBED AREAS LESS THAN 1 ACRE, SPECIAL PROVISION 90 SHALL BE APPLICABLE. 69. PRE BID ITEM-PROJECT DESIGNATION SIGN: The Contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of %" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 70. PRE BID ITEM - UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine 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. 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. _ 05/27/05 SP-28 r 71. PRE BID ITEM- TOP SOIL: The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with sideboards up)tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. 72. PRE BID ITEM- ADJUST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 73. PRE BID ITEM- MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed - grade as shown on the plans or as directed by the Engineer. Standard Specification Item No. 450 shall apply except as follows: Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions. 74. PRE BID ITEM- ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes,which are within 0.1'of specified parkway grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 75. NON-PAY ITEM - CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. 76. NON-PAY ITEM-SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. 77. NON-PAY ITEM -PROTECTION OF TREES, PLANTS AND SOIL: -- All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work- By 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 work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. 05/27/05 SP-29 Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. .. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. 78. NON-PAY ITEM- CONCRETE COLORED SURFACE: Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with _ LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, - upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall be considered incidental to this contract. The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution. 79. NON-PAY ITEM- PROJECT CLEAN-UP: TM The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment(and all subsequent payments until completed)of the appropriate bid item(s)will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 80. NON-PAY ITEM- PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction, including project clean up, and allow the r Contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved with ` producing and maintaining the project schedule shall be considered subsidiary to this contract. 81. NON-PAY ITEM - NOTIFICATION OF RESIDENTS: In order to cut down on the number of complaints from residents due to the dust generated when saw- cutting joints in concrete pavement,the Contractor shall notify residents, in writing, at least 48 hours in advance of saw-cutting joints during the construction of paving projects. All costs involved with providing such written notice shall be considered subsidiary to this contract. 82. NON-PAY ITEM- PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: 05/27/05 SP-30 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 following information: Name of Project, DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the Contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number.A sample of the'pre-construction notification'flyer is attached. The Contractor 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. 83. NON-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 to schedule the neighborhood meeting within the two weeks following the pre- construction conference but in no case will construction be allowed to begin until this meeting is held. 84. NON-PAY ITEM- WASHED ROCK: All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall washed, crushed stone and shall meet the following gradation and abrasion: (Actual washing not required if gradation is met) Sieve Size % Retained 1" 0-10 1/2" 40-75 3/8" 55-90 #4 90-100 #8 95-100 Los Angeles Abrasion Test: 50% Maximum wear per A.S.T.M. Designation C-131. 85. NON-PAY ITEM—SAWCUT OF EXISTING CONCRETE: When existing concrete or H.M.A.C. is cut, such cuts shall be made with a concrete saw. The Contractor may break out curb and gutter to the nearest joint if he chooses. All sawing shall be subsidiary to the unit cost of the respective item. 86. NON PAY ITEM— LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The Contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the recycling process commences for a particular street. The Contractor shall attempt to include the construction engineer(if he is available)in the observation and marking activity. In any event a street shall be completely marked a minimum to two(2)working days before recycling begins on any street. Marking the curbs with paint is a recommended procedure. 05/27/05 SP-31 It shall be the Contractor's responsibility to notify the utility companies that he has commenced work on the project. As the recycling is completed (within the same day)the Contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the Contractor shall notify the utilities of this completion and indicate that start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Contact Person Southwestern Bell Telephone (817)338-6275 "Hot Line" Texas Utilities (817)336-9411 ext. 2121 Mr. Roy Kruger Lone Star (817)336-8381 ext. 372 Mr.Jim Bennett Of course, under the terms of this contract, the Contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five(5)working days after - completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the recycling operation by the Construction Engineer. The Contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the Contractor shall be figured subsidiary to this contract. 87. NON PAY ITEM-TIE IN INTO STORM DRAIN STRUCTURE: The cost for making lateral tie-ins to the storm drain structure shall be subsidiary to the bid price for the respective lines. 88. NON PAY ITEM-SPRINKLER HEAD ADJUSTMENT: The adjustment and/or relocation of sprinkler heads encountered shall be paid for under utility adjustment in the proposal section. No other compensation will be provided. 89. NON PAY ITEM- FEE FOR STREET USE PERMITS AND RE-INSPECTIONS: A fee for street use permits is in effect. In addition, a separate fee for re-inspections for parkway construction, such as driveways, sidewalks, etc.,will be required. The fees are as follows: The street permit fee is$50.00 per permit with payment due at the time of permit application. A re-inspection fee of $25.00 will be assessed when work for which an inspection called for is - incomplete. Payment is due prior to the City performing re-inspection. Payment by the Contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. 90. NON PAY ITEM-TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE): A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measure unless otherwise directed by the engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dames, berms, sediment basins, fiber mats,jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. - B. CONSTRUCTION REQUIRMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface are of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and - 05/27/05 SP-32 to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water course, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil- erosion-control measures shall be performed as directed by the Engineer. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. Frequent fordings of live streams will not be permitted; therefore,temporary bridges or other structures shall be used wherever an appreciable number of stream crossing are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. 3. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep Y sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. -� 4. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not part of the finished work. 5. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens,calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. E. SUBMITTAL: Prior to the start of the applicable construction, the Contractor shall submit for approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a minimum. He shall also submit for acceptance his proposed method of soil-erosion control on construction and haul roads and material sources and his plan for disposal of waste materials. No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. F. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. 91. NON PAY ITEM -TRAFFIC CONTROL: The Contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit' a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as 05/27/05 SP-33 Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer at (817)392-8712, at the pre-construction conference. Although work will not begin until the traffic control plan has been reviewed, the Contractor's time will begin in accordance with the time frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division, (Phone Number 871-7738)to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met .. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the `City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work - Areas.' 05/27/05 SP-34 (To be printed on Contractor's Letterhead) Date: DOE No: PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: MAPSCO LOCATION: LIMITS OF CONST.: Estimated Duration of Construction on your Street : days z ii 't THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LINES - RECONSTRUCT THE STREET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT <TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. 05/27105 SP-35 PART D SPECIFICATIONS: REFER TO STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION,CITY OF FORT WORTH(T&PW DEPT.) REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,NORTH CENTRAL TEXAS PART E CERTIFICATE OF INSURANCE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND CERTIFICATE OF LIABILITY INSURANCE SRBC DATE iN )SHC sY PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Boley Featherston Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE a Member of K S S Group, Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P. 0. Box 97513 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wichita Falls TX 76307-7513 Phone: 940-723-7111 Fax:940-322-9549 INSURERS AFFORDING COVERAGE NAIC8 INSURED INSURER A: New Hampshire Insurance Co 23841 INSURERS: Bituminous Casualty Corp 20095 S.H.U.C- Inc. INSURERC: 310 Lee Lane INSURER D: Weatherford TX 76087-7701 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING 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. IN*IK POLICY EFFECTIVE LTR rNMS'Q TYPE OF INSURANCE POLICY NUMBER DATE MWDD/YY DATE MMIDD I LIMITS GENERAL LWBILfTY EACH OCCURRENCE $ 1,000,000 B X X COMMERCIAL GENERAL LIABILITY CLP3241521B 05/01/07 05/01/08 PREMISES(Ea occurence) E 100,000 CLAIMS MADE FX]OCCUR MED EXP(Any one person) E 5,000 PERSONAL BADV INJURY E 1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG E 2,000,000 X POLICY PE° LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT E 1,000,000 B X ANY AUTO CAP3512539B 05/01/07 05/01/08 (Esw6dent) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Perms) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT E ANY AUTO OTHER THAN EA ACC E AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE E 2,000,000 B X OCCUR ` CLAIMS MADE CUP2580219B 05/01/07 05/01/08 AGGREGATE E 2,000,000 E DEDUCTIBLE y X RETENTION E 10,000 E WORKERS COMPENSATION AND X TORY LIMITS ER A EMPLOYER ANY PROPRIETORETOR'LIABILITY/PARTNER/EXECUTIVE WC0837390 05/01/07 05/01/08 E.L.EACH ACCIDENT E 1000000 OFFICER/MEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE E 1000000 If yes,describe under SPECIAL PROVISIONS below I E.L.DISEASE-POLICY LIMIT $ 1000000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Project: Miscellaneous Storm Drain Extension Projects Effecting Various Locations Contract A (Project NO. 00093) The City, its officers, employees and servants are named as Additional Insured on General Liability as required by written contract. CERTIFICATE HOLDER CANCELLATION FORTC01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL CITY OF FORT WORTH 1000 THROCKMORTON STREET IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR FORT WORTH TX 76102 REPRESENTATIVES. AU T ACORD 25(2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001108) rs ACORD CERTIFICATE OF LIABILITY INSURANCE CSR BC DATE(MM/DD/YYYY) dHUCI-1 1 07 02 07 rRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Boley Featherston Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Member of K & S Group, Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ?. O. Box 97513 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 7ichita Falls TX 76307-7513 Phone: 940-723-7111 Fax:940-322-9549 INSURERS AFFORDING COVERAGE NAIC# r6kWSURED INSURERA' New Hampshire Insurance Co 23841 INSURER B: Bituminous Casualty Corp 20095 S.H.U.C. Inc. INSURERC: 310 Lee LaneFM INSURER D: Weatherford TX 76087-7701 INSURER E: .:OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING 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. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE EFFECTIVE M/DD/YY E POLICY MM/DDm N LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 B X COMMERCIAL GENERAL LIABILITY CLP3241521B 05/01/07 05/01/08 PREMISES(Ea occurence) $ 100,000 CLAIMS MADE a OCCUR MED EXP(Any one person) s5,000 L [P— PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 X I POLICY F PROJECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1000000 B X ANY AUTO CAP3512539B 05/01/07 05/01/08 (Ea accident) , , ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ L__�ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE s2,000,000 �B X OCCUR EICLAIMSMADE CUP2580219B 05/01/07 05/01/08 AGGREGATE $2,000,000 DEDUCTIBLE $ X RETENTION $10,0 0 0 $ WORKERS COMPENSATION AND X TORY LIMITS ER EMPLOYERS'LIABILITY WC0837390 05/01/07 05/01/08 E.L.EACH ACCIDENT $ 1000000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1000000 If yyes,describe under SPECI AIL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1000000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS roject: Miscellaneous Storm Drain Extension Projects Effecting Various locations Contract A (Project NO. 00093 CERTIFICATE HOLDER CANCELLATION FORTC01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL CITY OF FORT WORTH IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 1000 THROCKMORTON STREET FORT WORTH TX 76102 REPRESENTATIVES. AU R TI CORD 25(2001/08) ©ACORD CORPORATION 1988 IMPORTANT 4 If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 1 DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. 1 1 L 1 CORD 25(2001/08) CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW - Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No.4825 and City of Fort Worth Project No. C200- R 5412002012700093. CONTRACTOR S.H.U.0 Inc. i By: = Name: 6kermay, UlAdsnrl Title: pres;A 04�- Date: '%- 13- D'7 STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared I4ud5on , 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 S.H.U.C., Inc. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this�day of k I , 20 (Orl . Notary Public in and for the State of Texas AU M.COLE My cawrmm ExpN�� Morph 7,2010 Bond #TXC 70801 PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Merchants Bonding That we(1)S.H.U.C. Inc.as Principal herein,and(2) Company .a corporation organized under the laws of the State ofy lowa .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: Five Hundred Ninety-two Thousand Six Hundred Seventy-nine and no/100.......................................................... ($592,679.00)Dollars for the payment of which sum we bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally,firmly by these presents. JUN 19 2007 WHEREAS,Principal has entered into a certain contract with the Obligee dated the of 2007 a copy of which is attached hereto and made a part hereof,for the construction of: Miscellaneous Storm Drain Extension Projects Effecting Various Locations,Contract A(Project No.00093) NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void;otherwise,to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this of " 9 2007 .2007. ATTEST: b't"g' S.H.U.C. (Principal)Secretary PRINCI (4) BY: tyGC� Title: (SEAL) 310 Lee Lane Weatherford,TX 76087 (Address) Merchants Bonding Company Witness as to Principal Surety Address BY. & fD _ ATTEST: (Attorney-in-fact)(5) (Surety)Secretary P O Box 26720,Austin,TX 78755-0720 (Address) (SEAL) NOTE: Date of Bond must not be prior to date of Contract (I) Correct Name of 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 Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Witn ss to Surety 701 La ar,Wichita Falls TX 76301 ` (Address) Bond #TXC 70801 - PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we,(1)S.H.U.C.,Inc.,as Principal herein,and(2) Merchants Bonding Company a corporation organized and existing under the laws of the State of(3) Iowa , 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 Five Hundred Ninety-two Thousand Six Hundred Seventy-nine and no/100................................... Dollars ($592.679.00) 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 day of 2007,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: Miscellaneous Storm Drain Extension Projects Effecting Various Locations,Contract A(Project No. 00093 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant(as defined in Chapter 2253,Texas Government Code,as amended)supplying labor or materials in the prosecution of the work under the contract,then this obligation shall be void;otherwise,to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government a 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: dulJU authorized 2007representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this day of, 2007. n r S.H.U.C. Inc. PRINCI ATTEST: By: A J. I, Name: (Pri ipal) Secretary Title: i.�c : e V, (S E A L) Address: 310 Lee Lane Weatherford, TX 76087 Witness as to Principal Merchants Bonding Company SURETY ATTEST: By: Name: Staci Gross Secretary Attorney in Fact (S E A L) Address: P O Box 26720 Austin,TX 78755-0726 Witnes 10 Surety Telephone Number. (512)343-9033 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. r Bond #TXC 70801 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § That S.H.U.C., Inc. ("Contractor"), as principal, and Merchants Bonding Company , a corpora n _ organized under the laws of the State of Iowa , ("Surety"), do hereby acknowledy_ 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 Five Hundred Ninety-two Thousand Six Hundred Seventy-nine and no/100.......................... Dollars ($592,679.00), 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 of±I '! ?nn, , 2007, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Miscellaneous Storm Drain Extension Projects Effectinsa Various Locations, Contract A(Project No. 00093) the same being referred to herein and in said contract as the Work and being designated as project number(s) C200-5412002012700093 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two (2) years; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, r WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each of which shall be deemed an original, this day of , A.D. 2007. ATTEST: S.H.U.C. I c. (S E A L) Contract Secretary Name: Sh P,r rrn e n�ji ds n-ex Title: ATTEST: Merchants Bonding Company (S E A L) Surety �, - By: Secretary Name: Staci Gross Title: Attorney-in-Fact P O Box 26720 x Austin,TX 78755-0720 Address POWER OF ATTORNEY Merchants Bonding Company (Mutual) Nations Bonding Company Bond No. KNOW ALL PERSONS BY THESE PRESENTS:That MERCHANTS BONDING COMPANY(MUTUAL)is a corporation duly organized under the laws of the State of Iowa,and that NATIONS BONDING COMPANY is a corporation duly organized under the laws of the State of Texas (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Donal Boley,Steve Deal,Staci Gross and/or Janet Kaiser of Wichita Falls and State of Texas their true and lawful Attorney-in-Fact,with full power and authority hereby conferred in their name, place and stead,to sign,execute,acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: FOUR MILLION($4,000,000.00)DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies,and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following bylaws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on November 16, 2002 and adopted by the Board of Directors of Nations Bonding Company on April 19,2003. "The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 16th day of January,2006. •0%A D I/yC,• ,•��\N,. Co MERCHANTS BONDING COMPANY(MUTUAL) NATIONS BONDING COMPANY '•�'•, 2003 �a, :y 1933 :C: By • .J� ;• At STATE OFIOWA •�•••'•••• ••••• •••�' President COUNTY OF POLK ss. On this 16th day of January,2006,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY:and that the seals affixed to the foregoing instrument are the corporate seals of the Companies;and that the said instrument was signed and sealed in .. behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof,1 have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first above written. CINDY SMYTHf4k �. Commission Number 173504 a,�, My Commission Expires STATE OF IOWA UUU March 16,2009 Notary Public,Polk County,Iowa COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Companies on this day of • JUN 19 2007 _ v / 0 -: 's''• 1933 C, Secretary 2003 • y NBC 0103 (1/06) ----—tri; •••...••' %0N0/� A, I4U.� a C ? n � o s 3 v � b DES WIN" a IOWA }'t' Merchants Bonding Company P.O. BOX 26720 •AUSTIN, TEXAS 78755-0720 Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) 6850 Austin Center Blvd., Suite 200 ,, PO Box 26720 Austin, TX 78755-0720 (512) 343-9033 I i. ,6 aw CITY OF FORT WORTH,TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT This agreement made and entered into this the day of A.D., 20079 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 IIth 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, S.H.U.C.,Inc., HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Miscellaneous Storm Drain Extension Projects Effecting Various Locations,Contract A(Project No.00093) 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 120 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$315 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 same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and z against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, - damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its ofr1cers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by 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 Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor ' and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount(including/excluding)alternates n/a shall be Five Hundred Ninety-two Thousand Six Hundred Seventy-nine and no/100.....................................................................................................................Dollars,($592,679.00). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this agreement is made and entered into by the parties " hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8 ti 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 8 counterparts with its corporate seal attached. JUN 1 9 Z007 Done in Fort Worth,Texas,this the day of ,A.D.,2007. RECOMMENDED: CITY OF FORT WORTH BY: -- DIRECTOR, DEPARTMENT OF CITY MANAGER ENGINEERING APP ED: k7 kul— Marc A. Ott,Assistant City Manager TRAN RT ION/PUBLI WORKS DIREC O ATTEST: S.H.U.C.,Inc. 310 Lee Lane Weatherford,TX 76087 CONTRACTOR CITY SECRETARY (SEAL) oi- Co tra u o ization BY: S ti e rfl Y arm a� IA LA SOS Date TITLE 3 !O Lee k.a x.p APPROVED AS TO FORM AND 1�Pa*b"erk-0,rd , 74 LEGALITY: ADDRESS ASS . CIT A O November 1960 Revised May 1986 Revised September 1992 a i;• APPENDIX A STANDARD CITY OF FORT WORTH DETAILS ti p TRENCH REPAIR LIMITS EXISTING EXISTING HMAC PAVEMENT HMAC PAVEMENT SAW cur SAW Cur .,•�•...: �/���%//iij///�%/1�/�%�//%//��//�if�%� NEW HMAC ji/�/ii,/�� /�/ /////i/ r// •,'•' • �• '�//i//i/��i,/r�/ ��/iii/��ii��%/�/�iir//ice/ �i������/�/ii��/i /�r,��/�i/�� //ri/ ; . :, 8" MIN. 2:27 CONCRETE' ^� as,', 3.d• ^:, EXISTING BASE 'c";zi4 +...t1-3.:.• � .,x :a ( EXISTING CURB w IF ANY) & GUTTER EXISTING CURB —�{ 12 c }' 12w do GUTTER DITCH WALL r:. BACKFILL MATERIAL (SEE NOTE #3) \\ "•.1?.' a;^;`i: \ PIPE /// TRENCH REPAIR W/PERMANENT HMAC PAVEMENT AND NON—REINFORCED CONCRETE BASE TYPICAL SECTION NOTES: 1. PLACE A MIN. OF 2" HMAC SURFACE COURSE (TYPE "D" MIX) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN. 2. PLACE A MIN. OF 8" 2:27 CONCRETE AS SHOWN. 3. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS. IF FLOWABLE FILL IS REQUIRED, A SEPERATE PAY ITEM WILL BE PROVIDED 4. ALL CONSTRUCTION MUST BE IN ACCORDANCE FOR SUCH, FOR STORM DRAIN INSTALLATION, BACKFILL SHALL MEET SPECIFIED ITEM 402 OF THE NTH THE CITY OF FORT WORTH STANDARD STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, CITY OF FORT WORTH. SPECIFICATIONS FOR STREET AND STORM FOR WATER OR SANITARY SEWER INSTALLATION,BACKFILL SHALL BE PER FIGURE A. DRAIN CONSTRUCTION. REV. 05/2006 ORT WORT CITY OF FORT WORTH, TEXAS DATE: 09/2005 PERMANENT ASPHALT PAVEMENT REPAIR WITH NON-REINFORCED CONCRETE BASE 2000-1A TRENCH REPAIR LIMITS EXISTING EXISTING CURB HMAC PAVEMENT EXISTING EXISTING CURB & GUTTER HMAC PAVEMENT & GUTTER MIN. 2" HOT MIX ASPHALT SAW cur SAW Cur MIN. " '' ,�, EXIST _�,^:f`•+-.' � BASE 6" MIN. 2t 27 CbNCRETE t` NO.3 BARS ON 24" CENTERS R ` •,� EXIST BASE e's.v;c':�i" «,?;^�k'Sj� ��� h+ TACK COAT EXIST BASE BOTH WAYS WITH MIN. 2 ;. -N � �. •`i BARS LONGITUDINAL IN DITCH 12" V ''y~w;� 12• CLASS "A" REINFORCED \\�/ -r;t y. ;v�: •�/\ CONCRETE BASE BACKFILL MATERIAL \\/ �w• /\\� (SEE NOTE #7) DITCH WALL PIPE �K:�Sisj:tiYcCtr•r' :.r:•,ttr, ,r,,.%:i':%.,}•' /\ TRENCH REPAIR W/PERMANENT HMAC PAVEMENT AND REINFORCED CONCRETE BASE NOTES TYPICAL SECTION 1. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO ORIGINAL 7. FLOWABLE FILL MAYBE BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN THICKNESS OR TO A MINIMUM THICKNESS OF 5" WHICHEVER IS GREATER. OTHER AREAS. IF FLOWABLE FILL IS REQUIRED, A SEPERATE PAY ITEM WILL BE PROVIDED FOR SUCH. 2. IF STEEL EXISTS IN CONCRETE PAVEMENT TO BE CUT, THE STEEL SHALL BE CUT AND FOR STORM DRAIN INSTALLATION, BACKFILL SHALL MEET SALVAGE AS POSSIBLE. A MINIMUM LAP SPLICE DISTANCE OF 12" SHALL BE PROVIDED. SPECIFIED ITEM 402 OF THE STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, 3. REINFORCED CONCRETE PAVEMENT WILL BE REPLACED OVER TRENCH, AS SHOWN, IN THE CITY OF FORT WORTH. FOR WATER OR SANITARY SEWER EVENT NON-REINFORCED CONCRETE PAVEMENT IS REMOVED. INSTALLATION, BACKFILL SHALL BE PER FIGURE A. 4. ALL EXISTING ASPHALT COURSE SHALL BE REPLACED TO THE ORIGINAL DEPTH. MINIMUM PAVEMENT ON ALL ASPHALT STREETS SHALL BE 2" OF FINE GRADED SURFACE COURSE. S. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD 5. BEDDING OF PIPE TO MATCH ADJACENT SECTIONS. SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. 6. 2:27 CONCRETE MAY BE DELETED IF HALF THE SPECIFIED THICKNESS OF 2:27 IS ADDED TO THE CLASS "A" CONCRETE. REV. 35i20C-6 CITY OF FORT WORTH, TEXAS DATE: 09/2005 PERMANENT ASPHALT PAVEMENT REPAIR WITH REINFORCED CONCRETE BASE 2000-1 B ! TRENCH REPAIR LIMITS EXISTING HMAC PAVEMENT 2" HOT MIX ASPHALT EXISTING HMAC PAVEMENT SAW cur SAW cur .•,�.. ..�.'j%%/////�/%//1/j�j%1�i%/i!///�Y%/%1��%/�/.//��%jj�j/// /�///j j%/�/j%/%Y���///Y%/i�%/i%///1///// / • •... j xx ;:Lid .� i e':..��E.;• 6" MIN. 'rGe ..NF•: :':.eti:jky,: i: Jrp:;� , EXISTING BASE COMPACTED ;3'^v•ti 4?" +?* � � v. '�'- EXISTING CURB FLEX—BASE MATERIAL & GUTTER EXISTING CURB "9:!'' x• �?wr r�`' do GUTTER DITCH WALL 1''�:'•/ BACKFILL MATERIAL (SEE NOTE #3) r� \ PIPE TRENCH REPAIR W/TEMPORARY HMAC PAVEMENT TYPICAL SECTION NOTES: 1. PLACE A MIN. OF 2" HMAC SURFACE SOURSE (TYPE "D" MIX) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN. 2. PLACE COMPACTED FLEX BASE MATERIAL AS SHOWN. 3. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND IS OPTIONAL IN OTHER AREAS. IF FLOWABLE FILL IS REQUIRED, A SEPERATE PAY ITEM WILL BE PROVIDED FOR SUCH. FOR STORM DRAIN INSTALLATION, BACKFILL SHALL MEET SPECIFIED ITEM 402 OF THE STANDARD 4. ALL CONSTRUCTION MUST BE IN ACCORDANCE SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, CITY OF FORT WORTH. WITH THE CITY OF FORT WORTH STANDARD FOR WATER OR SANITARY SEWER INSTALLATION.BACKFILL SHALL BE PER FIGURE A. SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. REV. 05/2006 ORT WORT CITY OF FORT WORTH, TEXAS DATE: 09/2005 TEMPORARY ASPHALT PAVEMENT REPAIR 2000-11C CLASS "A" REINFORCED CONCRETE EXISTING CONCRETE EXISTING CURB /PAVEMENT REPLACEMENT TO THE PAVEMENT 5' MIN. NEAREST JOINT OR CURB. DOWEL DOWE :7 O.A.. WWI 27 CONCRETE --Ml \-EXISTING CONCRETE JOINT EXISTING BASE (IF ANY) 12" 12" DITCH WALL PIPE TRENCH REPAIR W/REINFORCED CONCRETE PAVEMENT TYPICAL SECTION NOTES: I. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN 3. PLACE 6" OF 2:27 CONCRETE AS SHOWN. I" OF REINFORCED DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS. IF FLOWABLE FILL IS REQUIRED, A SEPERATE PAY ITEM WILL BE CONCRETE MAY BE SUBTITUTED FOR EVERY 2" OF 2:27 CONCRETE. PROVIDED FOR SUCH. FOR STORM DRAIN INSTALLATION, BACKFILL 4. REINFORCEMENT OF CONCRETE MUST MEET CITY STANDARD OR MATCH SHALL MEET SPECIFIED ITEM 402 OF THE STANDARD EXISTING, WHICHEVER IS GREATER. SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, CITY OF FORT WORTH. FOR WATER OR SANITARY SEWER INSTALLATION,BACKFILL SHALL BE PER FIGURE A. 5. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD 2. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO ORIGINAL SPECIFICATIONS FOR STREET AND STORM DEPTH, OR TO A MINIMUM DEPTH OF 5" WHICHEVER IS GREATER. DRAIN CONSTRUCTION. REV. 05/2006 ORT WORTH CITY OF FORT WORTH, TEXAS DATE: 09/2004 TRENCH REPAIR W/REINFORCED CONCRETE PAVEMENT 2000-2 DUMMY JOINT IN RAMP OPTIONAL PROVIDE EXPANSION JOINT ONLY IN IV - 0" DRIVEWAY ONLY. IF CONNECTING TO EXISTING CONCRETE DRIVE. EXISTING CURB 8 GUTTER IF ANY, MUST BE SAWED AS DIRECT- REINFORCE 6"DRIVE W/6"X6" NO.6 WIRE MESH OR# 3 BARS ED BY THE ENGINEER. A AT 18" C -C. REINFORCE 4"WALK W/6"X 6" R.O.W.LINE NO.10 WIRE MESH. I I I I I j II'- 0"FOR ISI G!T�WY. 18'-0'FOR �D 8 L E DWY, STANDARD SIDEWALK IO'-O'MIN. I IN OW Pp- �O 17'-0"MIN. i WY�\ �cl STANDARD�P CURB l3 GUTTER W I I CDOR MATCH AS DIRECTED EXP, JOINT 20'-0" MIN.SINGLE DWY. EXP. JOINT EXCEPT EXCEPT SLIP-FORMED 27 - 0 MIN. DOUBLE DWY. SLIP-FORMED L HALF ILENGTH PAID AS ATTACHED CURB (CONC. PLAN SIDEWALK SLOPE 1/4" PER A VIEW PAVEMENT ONLY.)-- FOOT TO FACE OF CURB OR AS - SEE STANDARD CURB8� GUTTER SECTION . DIRECTED BY ENGINEER. PARKWAY WIDTH r A B (SEE TABLE) le of 4' SIDEWALK I.3" STANDARD 2" DRIVEWAY AND CURB LAYDOWN - 13 GUTTER PAY LIMIT-,, CURB :� ... 1 2"SAN0 CUSHION OR APPROVED SUBGRADE. SECTION A-A - R.O.W.LINE STABILIZED PKWY. WIDTH A B DWY. PAY LIMIT SUBGRADE 10' I' 9 W/CONCRETE PAVEMENT ' II' TO 14' 2'To5, 9' SIDEWALK SECTION THRU DRIVEWAY TO BE POURED SAME THICKNESS AS DRIVEWAY 15'T019' St07' 12' APPROACH 8t PAID FOR AS DRIVEWAY 20'T022' S'toT' 15' APPROACH. EXISTING SIDEWALK, IFANY, TO BE REMOVED AND REPLACED. DETAILS OF LAYDOWN CURB AND DRIVEWAY REVISED AUG.,'T9-D.J.S./W.R.M. REVISED F EB.,' 81 -D.J.S./W.R.M, CITY of FORT WORTH, TEXAS - CONSTRUCTION STANDARD REVISED MAY, '83-E.F.WJW.R,M. DRAWING NO. S- S 5 DATE - MAY, 1983 2'-0• I I 1'-4 V4' �• q r• f-SLOPE 1/4" PER FOOT SEAL WITH JOINT FILLER :0 U TOPSOIL lhl. 1.5' M/t slope +' W Ftr FaM a ASPHALT - O :• , O ` r� PAVEMENT TNCKIIEfa j 'fie ,• t '. BACK FLL i STAB, MINIMUM EXCAVATION OUTLINE SUBGRAOE FOR STREET CONSTRUCTION •3 BARS STANDARD 7" CURB 81 1. 5' GUTTER USE WITH TYPE NO, II PAVEMENT ,cAL,— ,.vj.. I• CITY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD Drawing Na S- S 3 1 Dots t July , 1969 1 a 1 1 1 1 1 I a 1/0 CIRCUMFERENCE 3 BARS BENT AS SHOWN C 6 s _ • 61 .+ o• W � I 3,� a s • � I ;O' 6 I # 3 BARS 14" C-C ( CIRCUMFERENTIAL �— O.D. ( LARGE PIPE ) + C 0"--�{ SECTION A—A A NO SCALE REINFORCED CONC. COLLAR DETAIL CITY of FORT WORTH, TEXAS -CONSTRUCTION STANDARD i ALL IX►OOIR SURFACES ARE TO BE WILL FINISHER. THE DEPTH •D• fM ALL $TANKS* NI' INLET EXCAVATION FOR INLET 10 TO DE INCLUDED IN /RIDE SMALL OR 4'-9e AT TM< YOPER ENO AM 4' - Oe 111111211 FOR SAME. AT THE OUTLET I" FROM THE TOO OF CUM TO THE FLOW LINE OF THE INLET. If TIE INLET 10 NOT ITAMCA" THE DIPTN WILL DI ! N ON T11E MOW PLANS. e t4e 3/4Allot Ae e / REINP, OA" Or DIMENSION • SMALL THE OUTT[R OIMENSIOR IN 24•CWS� MOSWM/E1. USE ON THE PROJECT. 3/0r / REINP. SAM$ 1[e C-C I REAR FACE REAR WAL C.1. COVE I C.I. COVER I 3/8e / REIMF. MARS 10• C- C (FRONT FACE REAR WALL) 4 ( I 5/0• / REIMF ■ARM ID" C-C FRONT FACE FRONT WALL _ _ _ MOT[, GUTTER CONSTRUCTION IN FRONT r Of INLET AS SHOWN 13 TO BE ` r 1/E• BAR t If-O� TT CONSIDERED AS PART Of SAME \ I :•In' / BAR! t 13=s• r is RAID. AND 1/!e / OARS � SLOE AS STD. CURS. � SMOOTH TROWEL 011E 3/0• / BAR itIB'-D• 3 FI14I3H O A 3/0e / IT . CURB B •UTTER o USE 3'-E• BARS WHEN NOT 1 > / r 2.1/2� CONMECTINB TO PAVEMENT r USE S'-!• BARS WHEN COMMECT114 \� IVA*0 g TO PAVEMENT �' GRAD[ Of GUTTER N OUT AT q. INLET 6 er ENO OF INLET TO 0[ HEAR PLAN NATURAL GUTTER GRADE CURB CORNER !/S• / OAR! • n 1 AS SHOWN A • I �t zaJ r 3✓4•CNAMf[R : 3/4 CNAYFCR '� t 3/0 / BAR! p 3' 10' OPENIN6 ` ur�+ Z 24• a PAY LIMIT OF INLET •(. j 0 W • 3/4• CHAMFER ►~a le■ 4• KEYWA TOP OF CURB TOP OF GUTTER- OUTSIDE EDGE`, —/ I _ _ — __--�— :� f B. 4 OARS N C-C ``, 1 -.:o• SECTION A-A FLOW LINE OF GUTTER OR • S L-BAR AT 0- C-C IN LIEU OF KEYWAY N,► sc.� STANDARD IOI STORM DRAIN INLET SECTION 8 - 8 CITY of FORT WORTH, TEXAS —CONSTRUCTION STANDARD DRAWING NO. S—SO 2 DATE. DEC. 1969 I" Center We//, Soo Socliow A-A eyed Awe Rio/ and Corer to Ae A Coostrueted Over Out/of _ Ir --------- r --------- --'� ��( ---- P0�------ ' C. /. Corer i F• -- '�i ----- -- - -- -- -� 20'-- B" 3'-0" 7" 6" 3 Bon o/ 6" a-e NOTE One DouO/e t0' Into! shell Consist of Tope Standard 3" IO' Reinforced Concrete /n/ets Constructed Together as o Single Unit With rho Adjaceol Ends of rho Tov Inlets � Removed and Jaiood Together Se as to Form A Con- tinuour Bar Into Haring A 20'--S" Length Openfilf , 2- 6 Bars of 6" c-e� ••On/r Provide an e" Center Won as Shown in Section A-A. � In Center Won of DOae/i to /o/oI O So* Ororiog No. S-SD ! for Finished Inlet Details. ti B Thick Well it Center o/ Daub/s /0' /n/ol SEC T/ON A—A Not to Scale STANDARD DOUBLE 10' INLET CITY Of FORT WORTH, TEXAS—CONSTRUCTION STANDA DRAWING NO. S-SD 3 1 DATE DEC. 1969 10'-3" (10 INLET) 2 5'— 3"(5' INLET) ZJ_ 1 t 10 �1 f A 2.1/4"SPACE i i I 2 x 8 iE 11 .1 —L 1 N 2 x 8 2x8x2'-3" 2x4x1'—II" 2x4x1'— II" 2x8x2'-3" 2 x 8 x 2'—3"(NOT REQ'0 FOR 5' INLET ) z 3 0 a CURB GRADE N 1. The Two —Stags Construction N Shall Be Used When Denoted By W 1 z The Plans Or When Directed By 0 I The Engineer. This Shall Be A � N L� 1 I I Subsidiary Item To The Contract. `n ��` 1 10 W 2. The Wood Grate Shall Be Mods so < Of Now No. 2 Yellow Pine Lumber 2x8 2 x 4 t Or Material Approved By The W '' w Engineer. Rough Lumber Moy Be — mJ KEYWAY Used. c� .. • a ¢ 2 —0 in > _ 3. The 2 x 4 Ties Shall Be .• Connected To Each Plank With "- Four 16d Nails. The 2 x 8 Tie Shall Be Connected To Each SECTION OF INLET Plank With At Least Four '16d Nails. All Nails To Be Cement Coated. 4. The Reinforcing Steel Used For The First Stage Shall Be Billet— Steel Deformed Bars , Intermediate - Grade, ASTM Designation A—15—5T T . See Section Of Inlet. 5. See Stondord Inlet Sheet For Finished Inlet Detail. NO SCALE TWO STAGE CURB INLET DETAIL CITY of FORT WORTH, TEXAS—CONSTRUCTION STANOAF DRAWING NO. S—SO 14 DATE= NOV. 1969 1 I 1 ('.a- a AR/T �. O. R�aAR/AT a'[ACN MAY O \ MOOR[0 EACH [MO -- +(I OARS[ BAR's C •4 OAR/AT I. •4 SlAftl AT 16' ou TLDE FACE INSIDE FACE 0r I I a . w r+ i OAD(RS AT Ia' YMY O •0 `X OAM T OVT/I FACE •T R AT If' -1�4.AM AT a'[ACN 1rArN4 IN/IbL FACE HOOR[D EACH[NO •i a 1 A NOTE DEPTH D SHALL Be SHOWN - I PLAN ON STORM DRAIN PLAN and PROFILE SHEETS •A OARS AT 4-EACH MAY _ e 4 OOMEIf AT*'ALL f•r;SO•a'foWEtf AROlINO R i i' ARgMO EXCEPT d TO some bMICAI to TOP/LM rm W AK. ITY STAAlOMO►RAIN AND COVE 0 "Nit" SECTION A-A NOT(:fL01[ INVERT 0/ 1:a 1104MAR NAIIHOLE AS INDICATED OH FLAN-MOTILE SNIMT Oa[W YIDR(COVM[/ [Vt VirR1FIEO MICR %RNE YM T N/ARSAT a'[ACM MAT Yy/-hWf AT 1f C•0a AM AtIf'c ff[M VERTICAL YR�� r Sri p" TYPICAL COn�, . DETA.00 of►1rE PLANV_ _ qT 2 V2- TYPICAL ' ; �� ---( •-•- SLOP[;;TO DRAM Not to SCom CC STEEL OMEL -- 17 1'E a-NET LL '•*AR7 AT a'a-a EACH WAY w SECTION 8.8 pD•4-DARN AT�'C-C STANDARD 4' SQUARE MANHOLE 0 w LIEU Or REYMY � CITY of FORT WORTH,TEXAS-CONSTRUCTION STANDARD M REVISEO 9/30/67 J.A.N./W.R.M, DRAWING NO. S—SD 7 DATE DEC. 1969 REVISED JAI@. 1093 w BAR! T !••0' ']GARS AT A'LACK WAY r i — •• — HOOREO EACH ENO----- 0. A L GAR! C r -- ...R7 AT I.• •.{A R!AT 10" a I OUT Of FACE I4 OL FACE C O w .:A o • BARB AT :AR! • '• OUT/ID( FACE— •MRf Ai 0 AR3 T INlIDL FACE •� •w - •]BARS AT•'EACH WAY NOORLO EACH[NO i= _F NOTES DEPTH D SHALL BE SHOWN ON STORM ORA/N _ A PLAN PLAN and PRora E SHEETS RS BARS AT/'t ACN WAY- • OWELS AT IS' S•�!l10'-1 DOWEL! AROUND RIND z It AROOUND EXCEPT INLL SECTION A-A �- -I TO BOZO MICR r0 TOP SLAG I WAY 0►►II[ CITY GTAIIDAAD►UM AND COV[R ►AVING 3UAfACE _ I-0 NOTUSLOK INV[M OF MANHOLE AS INDICATED 1'!MORTAR ON►LAN•►IgfILE llKn. one OR MDR[COU"n t%vIvOIFI[D uIcS h BM7 T- S•ARS AT "t ACN WAY MRB►A.BARB AT d GARS C P.BAR!p•" AT11GN�pL REMI. PLAIT, VERTICAL GARS I tt�l!•SP"AD Mot WAY II( • ams AT I frAa•tR[D UftC �� � TYPICAL CORNS To.or►�n� rTQLAEMA- DETAIL •' •" t PLAN VIEW 1Y•4 Ar w _. -+I I• 2 t/= TYPICAL SLOPE to DRAIN -� •--..- STEEL TROWEL I'd4,SET— FINISH � / • No /o Seo/� •]BAR!AT o"t- EACH NAY SECTION 8-8 Clop 0'�"' AT0-C INLKU STANDARD 5' SQUARE MANHOLE CITY of FORT WORTH, TEXAS —CONSTRUCTION STANDARD R[VISIED 10/01/87' J.A.N./W.R.M. DRAWING NO. S-SD 8 OAT JAN, 1969 AEVI Mir JAII. ttaD ti MANHOLE FRAME 24-1/4"` 9 COVER SHOWN, (NEENAH R-1688 � 7. OR EQUAL 280LBS.) FOR INLET, COVER NAY BE 20"(NEENAH R1120 OR EGUAL,185 C' Les). PLAN of FRAME 25-3/4 3/4• 1/e•• 24 N Tj M 4-3/4" 2 2 — 1/2" J.4-3/4" 32" - SECTION C - C 24" _ 12•• 5-I/2 6-12• No, to sco/s SECTION — B ' 1/4" Corrugolion 0 - i r 0 TOP COVER BOTTOM I \ O 1"cIoat STANDARD CAST IRON FRAME a COVER CITY of FORT WORTH,TEXAS-CONSTRUCTION_STANDAR REVISED 7-84EFW/WRM DRAWING NO. S - SD17 DATE - DEC. 1969 •A" E sS eAR w _ \ eARS O *4 I < e 12"c-e BARS V*4 I p I 12"c-e C 12 u 1 G :o BAR S 4 • 12 c-t BARS 44 I so 10 A R4 C 12•e-e I'.0 T. 7 BARS E •S e 04 0 12"c-c BARS 0 4 ELEVATION Provide a 12"footing as shown there required t0 maintain 4" Min, cover for pipes. TYPICAL WING ELEVATION 8 NOTE. see Table for Variable Dimensions BARS F •4 Ai Wt 4 I/2 r " I BARS E I 7,�, jf + A, W+9 ByY } 4 .N 'm This glonomii n reduced b17/B' for each succetsiw This dimension increased 2=1• for each Successive bar, BARS C N4 BARS 4i— As BARS 8 9 Bi—8 t BARS S e4 GENERAL VOTES, W I 4,11 concrete shall be Clots A. 3 All ecooseo corners Shall be chant- BAR W6iS ►` feted 3/4' 0 Reinforcing steel shall be 61!V16 placed with the center of the �12 outside layer of bars 2"from BAR$ V *4 the surface of the concrete. •12 c-C BARS C NO SCALE BARS A 04 'BARS G 04 BAR DETAIL C CONCRETE HEADWALL 1 PLAN CITY OF FORT WORTH, TEXAS- CONSTRUCTION STANDARD TABL E of DIMENSIONS for . CONCRE TE HEADWALLS HEADWALL SIZE A 8 C D E 18" 2'- 6 " 2' - 11 4' - 0.7/8" 18 2' - 0" 24" 3'- 0" 3'- 6 " 5' - 9 . 3/4" 24 3' - 0" 3 0" 3' - 6" 4'- 1 of7' - 6 . 5/8" 30 4 '- 0" 36" 4' - 0" 4' - 8" 9' - 3 . 1/2 " 36" 5 '- 0 " 39 " 4'-3" 5' - 0" 10' - 2" 39" 5 '- 6 " 42" 4' - 6" 5 ' - 3 " 11 '- 0 . 1/4 " 42" 61 - 0" 48 5'- 3 " 5'- 10" 121 - 9 . 1/8 48" 7'- 0" 54" 5' - 9" 6 '- 5 " 14'- 6" 54" 8 '- 0" 64" 6' - 3" 7 '- 0" 16 '- 2 . 7/8" 64" 9' - 0" 66 " 6' - 9 " 7 ' - 7 " 17 '- I I • 3/4" 66" 10' - 0" 72" 7 '- 3 " 8' - 2 " 19'- 8 .5/8" 72" 11 ' - 0" CONCRETE HEADWALLS CITY of FORT WORTH, TEXAS -CONSTRUCTION STANDA DRAWING NO. 5-SD 13 8 DATE DEC 1969 PIPE 1F MINIMUM PIPE RUNNERS REQUIRED PIPE pi PIPE wAll B` •p O MAx REOUIREO RUNNER SIZES p•Dlp I.D. SL THICKNESS SINOLE sa1LTIPLE NOMINAL PIPE PIPE DIM. O.D. I.D. Safety Pipe Runner �—Q�'.' Go l vohiz.d Steal Bolts 12, 2' 17' 6No es, o3` STD 3.500- 3,068" Unit Length Voris withNOshers and Insert& >2 pipe&IS` 2'/4` 20%z" 6 No afar2m`Max >2pipe& 3' STD 3.500• 3.068` Safet Pipe EQ Spo at 2e" Max o b 18" 21/t' tin" 6 NoYes, for3"STD 3.500" 3.068"Runners >2 DiDeaf r.aulred) to • •IL Safety ;•M• Thr.pde0 c2a` 3" 31, 6 No )2aPi pee 3`STD 3.500" 3.068' Pipe Rtmrar—...� Insert i 3 I/z 38 1/a" '-8•61I le No Yee e"STD 1.500" a.026` 30" ` C INSTALLATION DETAIL FOR . STD e.500• e.026" W SAFETY PIPE RUNNERSE 36" �' m5/z' tiff tT'-1t" YeaYe•e2" 4%z" 52 I/a" 6.1 21'-2•1 Ye! Yes e' STD m.600' 4.026, I I � III required) . c s Pipe OIp PLAN E Y4' Galvanized Steel Bolts 8XA�e3 ((( Safety Pipe .Ito washers and Insert& lO Dimension"D" i6 Dosed on ASTM C-76, Class III, Nail `e' thickness. If any g• -7LRunn r 700 Line of Owner wall thickness Is used, dimension D`eclat be Odju&tad accordingly. M I Safety Pipe Runner O Slope as shorn elsewhere In the DIMS. Slope of 6t1 or flatter is required a far vehicle safety. eg r •• r �o Flowl Its O Toeroll to be used Only when dimehslon is shown elsewhere in the plane. Y•t• Threaded Inwt O The top s"of void between Pr.aost End Treatments stroll be filled with concrete C Opt iOnol r _____ Riprop and anal) be considered awalaiary to Safety End Treatment. g �Y SofatY Pipe Ruxler c Step 51oW ITyDl 111 required) n a O Cleor distance between pipes shot) be adjusted to provide far the mintmtnl top Fabe O1 Safety End Traormenr diatdnca between safety and tr.dtlMnta. rr a ©C.ment 61ab 1112e0 beading Ond DOOkf III snail be I accordance ri th the Itue, L.- 5ie,../:.1 I7Dt ionOl costing �p OPTION A Excavation and BOckfill far StruOTurea•. B.dtling and DOOkfill anal tM _0.0 eonlldered atDl ldtary to ihe It. Safety End TraatmMt'. IR1a11 Concrete r> I 1 Iine far Toes 11 O r prop Is spastft.d ground the safety end traotleM. DOckftll shall be as Pipe Dlo directed by Engineer. Flowl ine rt 114" Galvanized Steel Bolts ____________ sof e t y P i De r i t n wpehw&a+a 1 nNr t s • --- - - - R.— TOP Line Of 3 Safety Pipe Runner ±g c c O _ GENERAL NOTESt pgy J: a 5" 's �, 6' - Prewar &Ofe1y end treatment for reinforced concrete pipe may be used bYpg fit' Tnreaaetl to Florl ine fOr TYPE 11 end treatment o&specified In Item'Safety End Tr.atment% papa Ihsert then Precast Safety End Treatment le used as 0 Contractor '&al tefneta '`$8 _ to miteretl RCP, R,prap will not be required unless noted otherwise an LONGITUDINAL ELEVATION c the plans. n MOnufacrur.of this product shelf conform to requirements of bg✓S Item'SOf.ty End Treat.ent• except as noted below t A. Mi nl train reinforcing ahell be ee at 6" (Grope 40) a or at 9" (Grade 60) •acre tray or 6 x 6-w12 x w12 OPTION B or 5.5 -w10.w10 welded ire fabric. B. Concrete for precast latest form") sections shall be Class -C- oF9gb END DETAILS FOR INSTALLATION with 9 minimum=re&$gtve titrenpoin of 3600 Dsi. At the Opt lOrl an0 expense Of the Conte octor the next farp.r size OF SAFETY PIPE RUNNERS of safety End TraO+menr may be furn I3h!dI Os long 08 the D` oiladnSiOn cost is that of the required size of Dip.. Pipe Ruiners are desighetl for O tra. innpp 1000 Of 10.000 LDS at yi.ld (If requir.dl as recomhanoed by Rea.arch Report 280.2F, 'Safer Traotm•nt of Rooaa,de Parallel-Droinago Structures`, Texas Tronsportet ion Institute, March 1981. 6•Mi S Pipe Runners shall conform to the requirements of ASTM ASS (type E or -�I I1�O s, Grope B1, ASTM AS00 except r8 1,.i fo API , 252. I"Mi to nor. 5" 5" All steel aappnente exc.Dr re lnOur in ahull be galvanized after I"4tn eov.r Min Mln fooricotion. Galvanizing damaged Our in an. or construction snoll De repaired in accordance with 1M apeclf ioatl-5 't / °, Texas Dalaarlmerr DI Trdnocrldlldn ark"OW.W 1. Cement Stabtli:.d I. S,� I I, qA' Invert n i- 6 e&ad,ho amtl . I Q1Q t a` PRECAST SAFETY END Babkfill© a TREATMENT S 1 Precast tonm w I h i section cloy t t o I»p cacao 7 1 a TYPE 11 PARALLEL DRAINAGE W .` \•, '" 1 with.bigot l 1 6 11 �� or ben I and os required MULTIPLE PIPE INSTALLATION •OPTION WITH OPTION ■ITH - PSET—SP SQUARE BOTTOM INVERT BOTTOM OPTIONAL JOINT DsetsR.—V RL11 . rlR JtR GIF I.SECTION A-A (Showing aal;',z«a (Swarm pint between RCP at) Precast taftty Eno ireateentl MOTE: Gutter to be shaped to eeeform with concrete wuey (or pavement) Expansion .faints NO Expansion r .foist �o 4 0 iAt ef0 fet�g wwy --war as avrocted by the oyiiwer No. 3 e it'OCOW 4• win or e9►M h }L ::t •a: -.:_•;.�;.•' ;; :.::,;� MFooeuN parMwof shwh. i 8'-0 Residential Streets _ r The 7" reinforced concrete valley shall replace the top 7" of the por*m*xt with the ro~inhsg portion of paventeAt to be constructed including sub-grade treatment, fA oceordawoe with the typical paring section. The concrete va#oy wiM be governed according to *My standards for concrete curb G gutter. The concrete sholl be of washed and screened aggregate with a min. of five (5) socks of cement per cubic yard of concrete in place with a min flexural strength of 550 pounds per square inch of seven days with *enter loading. L i TRANSITION SECTION Mot w fah For Volleys Crossing Aldjor Stroo t DISTANCE FROM CROWN OF DIP NOTE This is a~ DrowiM w C-N "-R 0' 0.000' REVISED 7-64 [FW/WRM 3' 0.041' 20' 0.20'8' CONCRETE VALLEY 30' 0.333' 40' 10.458; CITY of FORT WORTH,TEXAS—CONSTRUCTION STANDARD so o.aoo DRAWING NO. S-S 6 DATE DEC 1909 APPENDIX B BASEMENTS CIP MINOR DRAINAGE PROJECT-CONTRACT A Parcel #«DE-3» Doe# «4825H 2008 TEAKWOOD TRACE, FORT WORTH, TEXAS LOT 21, BLOCK 1, LAKEWOOD ADDITION STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT DRAINAGE EASEMENT (Pipe) DATE:05-08-06 GRANTOR:NANCY S. RUNNELS GRANTOR'S MAILING ADDRESS (including County):2008 TEAKWOOD TRACE, FORT WORTH, TARRANT COUNTY, TEXAS. GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Legal Description (See attached Exhibits"A"and"B") Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Drainage Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, Drainage Easement-Pipe RP/CG 07/04 including, but not limited to manholes, pipelines, junction boxes, inlets, flumes, headwalls, wingwalls, slope pavement, gabions, rock rip-rap and other erosion control measures in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit, or any structure not requiring a building permit but which may threaten the structural integrity or capacity of the storm drain and its appurtenances. However, Grantor shall be permitted to install and maintain driveways and parking lots across the easement. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and - assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. GRANTOR: NANCY S. RUNNELS GRANTEE: City of Fort Worth Marc Ott, Assistant City Manager Drainage Easement-Pipe RP/CG 07/04 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20_ Notary Public in and for the State of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 Notary Public in and for the State of Texas y Drainage Easement-Pipe RP/CG 07104 } L1 N8840"VE 1e4M* L2 See1421m I&W L3 see'ee'el-r 1e4-W L4 Nee•4213" Ie.ee' G LOT 14R, BLOCK A COOKE'S MEADOW p ADDITION COOKE'S MEADOW 0 vLA-33$-103, PG. 517 ADDITION LOT 1, BLOCK A Z P.R.T.C.T. VOL.338-96, PG. 40 WALTS ADDITION P.R.T.C.T. CABINET A. SLIDE 7769 J LOT 12 P.R.T.C.T. LOT 13 I}2' IRF — — — EMERGENCY ACCESS PUBLIC OP SPACE EASEMENT vOL 388-111,P.34 �' ORA/NAGE +4 a1111KT LOT 16. BLOCK 3 LOT 15 1045 SO I DA24 OF AN AC aO LAKEWOOD ADDITION 2006 Teakwood Tr- St. O VOL.338-111, PG. 34 LOT 19. BLOCK 1 Fort Worth 319 P.R.T.C.T. I Runnels. Nmcy S LAKEWOOD ADDITION Lakewood Add i t i a W VOL.338-1 11 PG. 34 B I k 1 Lot 21 1- P.R.T.C.T. wOODBERRY DR. LOT 1, BLOCK 2 LOT 20. BLOCK 1 �E OF r �p�,%STER / TEAKWOOD COURT y2 Q` G S4ils EXHIBIT A DRAINAGE EASEMENT 0E-3 N JAKN ... E B. ARROTT SHOWING A 10' DRAINAGE EASEMENT DOE NO. 4825 NIN .NNN..N{�.. s 4904 'Ida 2008 TEAKWOOD TRACE. <'q °FEssk° off SITUATED IN LOT 21, BLOCK 1 - ti0 SURVEY LAKEWOOD ADDITION FORT WORTH, TEXAS FORT WOR TH,TARR AN T COUNTY, TEXAS LAKEWOOD ADDITION BLOCK 1, LOT 21 DRAWN BY: E D DATE: 06/01/06 PAGE 1 1T01 River Run, Suite 610 OF 2 o croloA3-lOSOUTH-DE.�C�+ �. T.�.,:.%, Fort Worth, Texas 76107 pFFice- (817) 335-9900 .. f'3RDVE0 BY: ,19A Fax. (817) 335-9955 _ ...\050010\05001OA3-1OSOUTH-DE.dOn 6/1/2006 2:41:11 PM 1V 30' ., 30' 60' Scale 1" = 30' ow I I , O 1 1 I , BUILDING FF=566.91' I ' I PROP. 68.43 LF OF CLASS III ° 24" RCP AT 1.19% Q -- ----1 EX. 10 INLET - t Q TOP 567.70' PERi 24" FL = 563.01' PROP. 20' INLET 1 1'� — TOP= 570.95' I EX.I 571.TOP= 7126' r � RETAINING 24" FL = 563.70' WAQ 24" FL WEST=565.06'p ' ll�•� WOOD FENCE 24" FL EAST=564.86' — rw ,, PROP. 105' x 10' DRAINAGE EASEMENT 24"RCP._ — '�O /_ I C) ' ; I N w: CE — `,_GUARD RAIL _ E 6 — _ —' B E 1 2- IRF � —e— WClOIT� -, ` \_ �=----- =�= ��' WOOD FENCE ELEVATE11'�- - I I BALCONY 6"TREE I II ,'!- G I EX. 20' INLET I i ' Q ` TOP= 574.24' EX. SSMH EX. 20' CURB INLET � r 24" FL = 568.74' TOP = 571.96' TOP = 574.01' - 6" FL WEST = 562.76' 24" FL = 568.61' r r EX. SSMH 6" FL EAST = 562.56' I `) z li i i TOP = 573.38' 6" FL NORTH = 565.58' `Y[I 6" FL EAST = 565.48' City of Fort Worth Dept. of Engineering 2008 TEAKWOOD TRACE .Ne PROJECT No: 1) 3 -7910 ortonFax sweet 10' DRAINAGE EASEMENT EXHIBIT = Phone: (817) 592-7910 Fox: (817) 392-7854 2004.129.000 Contoct: Joseph Bergeron. PE 2004 CIP Drainage Project 0 e��Baird, Hampton & Brown, Inc. Contract A: Miscellaneous PARCEL#: e� 0 Engineering 8c Surveying Storm Drain Extensions &MO Rlge ft",Sa.No It MR TXAili%tM7A*-rm racllf1W-aa[-H*= A*— Fort Worth,Texas DE-3 DRAWING FILE: E:\2004.0D0.000\2004.129.000\dwg\Teakwood SD P&P.dwg Parcel#DE-3 Doe#«4825» 2008 TEAKWOOD TRACE, FORT WORTH,TEXAS LOT 21,BLOCK 1 LAKEWOOD ADDITION. EXHIBIT B LEGAL DESCRIPTION 10-FOOT DRAINAGE EASEMENT BEING AN EASMENT IN A PORTION OF LOT 21, BLOCK 1, OF LAKEWOOD ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AS RECORDED IN VOLUME 388-111, PAGE 34, PLAT RECORDS OF TARRANT COUNTY, TEXAS, AND BEING SITUATED IN THE D. HITSON SURVEY, ABSTRACT NO. 665, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 1/2 INCH IRON ROD FOUND AT THE SOUTHEAST CORNER OF LOT 1, BLOCK A OF WALTS ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AS RECORDED IN CABINET A, SLIDE # 7769, PLAT RECORDS OF TARRANT COUNTY, TEXAS, SAID IRON ROD ALSO BEING IN THE NORTH LINE OF SAID LAKEWOOD ADDITION; THENCE SOUTH 00 DEGREES 42 MINUTES 59 SECONDS EAST, 26.00 FEET WITH THE WEST LINE OF AN EMERGENCY ACCESS EASEMENT AS RECORDED IN SAID LAKEWOOD ADDITION PLAT, TO THE POINT OF BEGINNING; THENCE NORTH 88 DEGREES 00 MINUTES 01• SECONDS EAST, 104.50 FEET WITH THE SOUTH LINE OF SAID EMERGENCY ACCESS EASEMENT AND THE NORTHLINE OF SAID LOT 21, TO A POINT IN THE WEST LINE OF TEAKWOOD TRACE (A 50-FOOT RIGHT-OF-WAY) ; THENCE SOUTH 00 DEGREES 42 MINUTES 59 SECONDS EAST, 10.00 FEET WITH SAID WEST LINE; THENCE SOUTH 88 DEGREES 00 MINUTES 01 SECONDS WEST, 104.50 FEET; THENCE NORTH 00 DEGREES 42 MINUTES 59 SECONDS WEST, 10.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 1045 SQUARE FEET OR 0.024 OF AN ACRE OF LAND. NOTE: Bearings are based on true north derived from GPS observations relative v to NAD 83, Texas North Central Zone. Page 2 of 2 CIP MINOR DRAINAGE PROJECT-CONTRACT A Parcel #«DE-8» Doe# «4825» 3436 CLAYTON RD., FORT WORTH, TEXAS LOT 5 &6B, BLOCK 13, RIDGLEA HILLS ADDITION STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT DRAINAGE EASEMENT (Pipe) DATE:05-08-06 GRANTOR: James E. Wicker and Dorthy M. Baldwin GRANTOR'S MAILING ADDRESS (including County):3436 CLAYTON ROAD, FORT WORTH, TARRANT COUNTY, TEXAS. GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Legal Description (See attached Exhibits"A"and "B") Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Drainage Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, Drainage Easement-Pipe RP/CG 07/04 including, but not limited to manholes, pipelines, junction boxes, inlets, flumes, headwalls, wingwalls, slope pavement, gabions, rock rip-rap and other erosion control measures in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, - operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit, or any structure not requiring a building permit but which may threaten the structural integrity or capacity of the storm drain and its appurtenances. However, Grantor shall be permitted to install and maintain driveways and parking lots across the easement. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and _ assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. GRANTOR: James E. Wicker Dorthy M. Baldwin GRANTEE: City of Fort Worth Marc Ott, Assistant City Manager _ Drainage Easement-Pipe RP/CG 07104 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 Notary Public in and for the State of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20_ Notary Public in and for the State of Texas Drainage Easement-Pipe RP/CG 07/04 r, \ LOT \\\\\\\\ OF RIDGLE A HILLS BLOCK 369 q0L38-D• PG ?.R.T.C.T. POC. Nn \ \ 3/4• IRF Q C) �. (Z 3, 6B 7- O 13 Lots 5 & Fort Worth c 3436 Cloyton Rd o�rothy Baldwin c1 Q :� James Wicker & ition L)Add Ridgleo 12473 Deed Vol: \\ \\ Deed Page: 688 \ \ PA.B. G \ \ 6 C 2 \ -------------------- - : �- Ot �oV, ,40 le'-UTILITY-EASEMENT - Oe O)06 % j LOT 68 N63 �`2M c1 L = 99.38 ' o 'pQ // // LOT 6C es. R = 895.00 ' = E� T = 49.74 'RE CH = S 06°18'07" E / / N CL = 99.33 ' oaaa2 pF O� c z �p33 ,= 00041 ' 52" L = 10.90' R = 895.00' �5 ,9290 CH = S 02 46' 19" E CL = 10.90' �0� COP.. OF \t%Cl 1 G\ CFO 9 �J SJn .........................:... S. KEVIN WENDELL ..v.....................ti.. 5500 <'q%PO;F 5 S\ «••'y SURV� EXHIBIT A DRAINAGE EASEMENT DE-8 SHOWING A 10' DRAINAGE EASEMENT DOE NO. 4825 SITUATED IN LOTS 5 & 66, BLOCK 13 3436 CLAYTON ROAD RIDGLEA HILLS ADDITION FORT WORTH, TEXAS FORT WORTH,TARRANT COUNTY, TEXAS RIDGLEA HILLS ADDITION LOT 5 do 6B, BLOCK 13 r-1 DRAWN BY: ED - DATE: 06/01/06 1701 River Run, Suite 610 PAGE 1 Fort Worth, Texos 76107 OF 2 DGN. NO.: 05001 OA8DE.DGN �* u r- Office: (817) 335-9900 AN APPROVED BY: JBA Fox: (817) 335-9955 ...U_ bW50010\050010A8DE.dgn 6/15/2006 3:13:56 PM N 40 0 40' 80' 1 ` _ Scale 1 " = 4' ti — /72 , Mdo1e Rd FoA w•�h I I I I I� I I 1 �// I � , \' '/ / SO STA 2tt21.44 Foy pyt ,yylw^ I'I N I ` I BEGIN 24" RCP BEND�CTION 24. Fl 716.54 Pe91'p1 / III �I s36 o 3 C13on�E E I,rfiokar. o Rd IB l / JII 3`�wog^1,,ddK,on DEMOLISH, REMOVE. AND 721� N�s�60 RECONSTRUCT EXISTING CONC. DRFVEWAY N "Y / Pogo' \ I 5� / SD STD 8 END 24"4� RCP 24 BEFLND SECTION -SD STA 0+00.00 713.71 EX. 4' SO DROP INLET PROP. 10' TOP - 712.76 DRA NAGE EASEMENT \\ iO\36. N PROP. 24'FL IN=707.71 EX. 48" FL OUT=705.7 \ \ \\? $ 1+00 � SO STA 2+41.00 PROP. 20' INLET \ ^ FENCE \ \ TOP � 722.78 • ` \ \ '� \ I 24' FL= 717.25 rim I SD STA D LINE 4 S RCP E \ P.I. /I W 2 � 711.4400 \ I I • / I / / / APPROXIMATE 6 / LOCATION OF ATMOS GAS LINE FY BEFORE START OF�CONSTRUCTION II � I I SD STA 1+26.48 / BEGIN 24' RCP BEND SECTION 24" FL = 712.76 City of Fort Worth Dept. of Engineering 3436 CLAYTON ROAD EAST SH!PROJECT NO: 1000 ThfDe1`"1Orton Fax Fax: (817) 392-7854 5 Phone: (817) 392-7910 10' DRAINAGE EASEMENT EXHIBIT 2004.129.000 17) Contact: Joseph Bergeron, PE 2004 CIP Drainage Project 0 Baird, Hampton & Brown, Inc. Contract A: Miscellaneous PARCEL# 0 e Engineering 8c Surveying Storm Drain Extensions DE-8 Om M/n Rq sr>m 0.4R 1K 15111 Tl1R111W tW F•Q1 VA-QU[-IIILnUllrinm Fort Worth,Texas DRAWING FlLE: E\2004.000.000\2004.129.000\dwg\Clayton SD P&P.dwg Parcel#DE-8 Doe#«4825» 3436 CLAYTON ROAD, FORT WORTH,TEXAS LOT 5&6B,BLOCK 13 RIDGLEA HILLS ADDITION. EXHIBIT B LEGAL DESCRIPTION 10-FOOT DRAINAGE EASEMENT BEING AN EASMENT IN A PORTION OF LOTS 5&6B, BLOCK 13, OF RIDGLEA HILLS ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AS RECORDED IN VOLUME 388-D, PAGE 369, PLAT RECORDS OF TARRANT COUNTY, TEXAS, AND BEING SITUATED IN THE H. COVINGTON SURVEY, ABSTRACT NO. 256, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 3/4 INCH IRON ROD FOUND AT THE NORTHEAST CORNER OF SAID LOT 5, BLOCK 13 AND THE SOUTHEAST CORNER OF LOT 4, BLOCK 13, OF SAID RIDGLEA HILLS ADDITION, SAID IRON ROD BEING IN THE WEST LINE OF CLAYTON ROAD (A 60-FOOT RIGHT-OF-WAY) AND THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THE COMMON LINE OF SAID LOT 5 AND CLAYTON ROAD 99.38 FEET THROUGH A CENTRAL ANGLE OF 06 DEGREES 21 MINUTES 45 SECONDS WITH A RADIUS OF 895.00 FEET, A TANGENT LENGTH OF 49.74 FEET AND HAVING A CHORD WHICH BEARS SOUTH 06 DEGREES 18 MINUTES 07 SECONDS EAST, 99.33 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE ARC OF SAID CURVE TO THE RIGHT AND ALONG THE COMMON LINE OF SAID LOT 5 AND CLAYTON ROAD, 10.90 FEET THROUGH A CENTRAL ANGLE OF 00 DEGREES 41 MINUTES 52 SECONDS, WITH A RADIUS OF 895.00 FEET, A TANGENT LENGTH OF 5.45 FEET AND HAVING A CHORD WHICH BEARS SOUTH 02 DEGREES 46 MINUTES 19 SECONDS EAST, 10.90 FEET TO THE SOUTHEAST CORNER OF SAID LOT 5 AND ALSO BEING THE NORTHEAST CORNER OF LOT 6A AS RECORDED IN INSTRUMENT NO.D199298744, DEED RECORDS OF TARRANT COUNTY, TEXAS; THENCE SOUTH 63 DEGREES 46 MINUTES 12 SECONDS WEST, 140.66 FEET ALONG THE NORTH LINE OF SAID LOT 6A TO THE SOUTHEAST CORNER OF LOT 6C, AS DESCRIBED BY DEED IN VOLUME 15849, PAGE 140, DEED RECORDS OF TARRANT COUNTY, TEXAS; THENCE NORTH 22 DEGREES 46 MINUTES 00 SECONDS WEST, 10.00 FEET WITH THE EAST LINE OF SAID LOT 6C; THENCE NORTH 63 DEGREES 46 MINUTES 12 SECONDS EAST, 144.39 FEET TO THE POINT OF BEGINNING AND CONTAINING 1425 SQUARE FEET OR 0.033 OF AN ACRE OF LAND. NOTE: Bearings are based on true north derived from GPS observations relative to NAD 83, Texas North Central Zone. Page 2 of 2 CIP MINOR DRAINAGE PROJECT-CONTRACT A Parcel #«DE-10» Doe# «4825» 2713 FAIRWAY DR., FORT WORTH, TEXAS LOT A&West% OF LOT B,BLOCK 13 TRUELAND ADDITION STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT DRAINAGE EASEMENT (Pipe) DATE:05-08-06 GRANTOR: JEANETTE JOHNSON GRANTOR'S MAILING ADDRESS (including County):2713 FAIRWAY DRIVE., FORT WORTH, TARRANT COUNTY, TEXAS. GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: One Dollar($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Legal Description (See attached Exhibits "A" and "B") Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Drainage Facility, hereafter referred to as "Facility". The Facility includes Drainage Easement-Pipe RP/CG 07/04 all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, pipelines, junction boxes, inlets, flumes, headwalls, wingwalls, slope pavement, gabions, rock rip-rap and other erosion control measures in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit, or any structure not requiring a building permit but which may threaten the structural integrity or capacity of the storm drain and its appurtenances. However, Grantor shall be permitted to install and maintain driveways and parking lots across the easement. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. GRANTOR: JEANETTE JOHNSON GRANTEE: City of Fort Worth Marc Ott, Assistant City Manager Drainage Easement-Pipe RP/CG 07104 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. - GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of - ,20 Notary Public in and for the State of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 Notary Public in and for the State of Texas { Drainage Easement-Pipe RP/CG 07/04 15' DRAINAGE EASEMENT 3150 SO FT LOT 2-0-1.BLOM 14 OD72 OF AN ACRE 11. 15.PG ns PRtt;,7. O � Bilk 13 Lot A & W 1 B Truelond Addition 2713 Foi rrroy Dr, Fort `= e1k :3 Lot C E 1/2 a LOT an Wort ,`-.: LOT 2 Fort Worth Tx 76119 REV-ON OF LOTS 4. S BLOCK 13. BLOCK 13, TRUEUIND AWnON Johnson, Ethel Jeonett TRUELAND AOpTgN VOL.1780, PC, 256 VOL. 388-K. 585 PA.T.C.T. REVISION OF LOTS 7& 8i IN BLOCK 13, '.= TRUELAND ADDITION VOL. 388-F, 519 P.R.T.C.T. N LOT A jq-8 LOT C ;Z �W t tlilaowtz l i A 5/8' IRF S/B' IRF t i fib 15�' . °W P.0080 y P� %� Rf0+9r FAIRWAY DR. q0' RQW NNNN-�NNN-NNNN N- JAKE 8. ARROTT Ne.fNNNONtN�1� 4904 OFEss1y0� EXHIBIT A DRAINAGE EASEMENT DE-10 SURD SHOWING A 15' DRAINAGE EASEMENT 2713 DOE N AIRWA DR. 48zs SITUATED IN LOT A & W 1/2 OF LOT B. FORT WORTHY TEXAS BLOCK 13, TRUELAND ADDITION TRUELAND ADDITION FORT WORTH,TARRANT COUNTY, TEXAS LOT A& W.1/2 B. BLOCK 13 DRAWN BY: APA - DATE: 05/16/06A�k 1701 River Run, Suite 610 PAGE 1 INN. NO.: 05001OA10DE.DGN Fort Worth, Texas 76107 OF 2 Office: (817) 335-9900 APPROVED BY: JBA Am Fax: (817) 335-9955 AJob10500101050010A10DE.dgn 6/1/2006 3:02:24 PM I 50' 0 50' 100' Scale 1 " = 50' NP$ tom/ Fm�o 1 I 1 I a I I I II I I+I � 5• � � 1 I I 1 i I 1 1 I 1 1 1 1 1 I 1 1 �\gor+n �WOflh FoR W°n� 11521 g \o�A ion F. i o. I g I I 1'sZ}i p„f I I 1 27`k�oc`.,�oY a6+\9 1 2005 SOn��f�OY,g\ 1 I 2.E{,f3 G�Aaf a6+191 \b0ffnon•nY N 77 +Fo �+ µoY•y Fo` Sa 7 \n9\'°'Fy �• Nn �" 1 J 1 W g qqei I .172 go1+OFydipn I 26o Wof�pddd`On I 260v gOfl° ti`°n +++5s,,:�1e FFp° Vo\ Fjf�fond` R°�P p Q M lfUn� 111'TlTlii� d l'. 5D STA 3+88.25 PROP.21"45 BEND 21"FL 680.4 �� y J———� 2+ 1 z'EEM �ryl _ e"vE ,.,I o z / c�i o � (l�f, +00 I Aw� , H ANT EX 8"WATER — —i — -- 56STA 3+9s.68 J PROP. 1 6yy� L e .— FAIRWAY DR T ,� 1—EX 6"SS5 �1^F 5gp. OHE M / p 1 �� 8"CEDAJ� — 36"HACNBERRY / 24"DA1( / o- ---'� �0 -10 =get ..t ou pV City of Fort Worth Dept. of Engineering 2713 FAIRWAY DRIVE 61,16 PROJECT NO: 1000 Throckmorton street 15' DRAINAGE EASEMENT EXHIBIT Phone: (617) 392-7910 Fox: (817) 392-7854 2004.129.000 Contact: Joseph Bergeron. PE 2004 CIP Drainage Project o Baird, Hampton & Brown, Inc. Contract A. Miscellaneous PARCEL#: e� 0 w e wwEngineering & Surveying Storm Drain Extensions DE-10 c,FF ay..nsa s 1m R. w Tr 76116 u ua 0t7P3s-17n"17)=- Ea ftwDft s:K.� Fort Worth, Texas DRAWING FILE: E:\2004.000.000\2004.129.000\dwg\Fairway SD P&P.dwg Parcel#DE-10 Doe#a4825» 2713 FAIRWAY DRIVE, FORT WORTH,TEXAS LOTA& W. 1/2 LOT B,BLOCK 13 TRUELAND ADDITION. EXHIBIT B LEGAL DESCRIPTION 15-FOOT DRAINAGE EASEMENT BEING AN EASMENT IN A PORTION OF LOT A AND THE WEST HALF OF LOT B OF THE REVISION OF LOTS 7 & 8, BLOCK 13, OF TRUELAND ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AS RECORDED IN VOLUME 388-F, PAGE 519, PLAT RECORDS OF TARRANT COUNTY, TEXAS, AND BEING SITUATED IN THE M. WATSON SURVEY, ABSTRACT NO. 1657, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON FOUND AT THE MID-POINT OF THE SOUTH LINE OF LOT B, BLOCK 13, SAID IRON ROD BEING IN THE NORTH LINE OF FAIRWAY DRIVE(50 FEET RIGHT- OF-WAY) ; THENCE SOUTH 89 DEGREES 45 MINUTES 05 SECONDS WEST, 15.00 FEET WITH SAID NORTH LINE OF FAIRWAY DRIVE; THENCE NORTH 00 DEGREES 14 MINUTES 55 SECONDS WEST, 210.00 FEET TO A POINT IN THE NORTH LINE OF SAID LOT B AND THE SOUTH LINE OF LOT 2-B-1, BLOCK 14, OF TRUELAND ADDITION AS RECORDED IN VOLUME 388-15, PAGE 265, PLAT RECORDS OF TARRANT COUNTY, TEXAS; THENCE NORTH 89 DEGREES 45 MINUTES 05 SECONDS EAST, 15.00 FEET ALONG THE COMMON LINE OF SAID LOT B AND SAID LOT 2-B-1, BLOCK 14; THENCE SOUTH 00 DEGREES 14 MINUTES 55 SECONDS EAST, 210.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 3150 SQUARE FEET OR 0.072 OF AN ACRE OF LAND. NOTE: Bearings are based on true north derived from GPS observations relative to NAD 83, Texas North Central Zone. Page 2 of 2 APPENDIX C TEMPORARY RIGHT OF ENTRY AGREEMENTS w .•a w 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-2a Right of Entry#: 1 Lot 14, Block 38, Wedgwood Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as"Grantee"a temporary right of entry onto property described as Block 38 , Lot 14, Wedgwood Addition and as shown on the plat recorded in Tarrant County Plat Records a/k/a 5433 Woodway Drive , Fort Worth,Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, — rehabilitation, replacing or constructing a storm drain line or a storm drain structure. Upon execution of this agreement,Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the - Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: Barbara Anne Bullington (Signature) TEMPORARY RIGHT OF ENTRY Rev. 712006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-2b Right of Entry#: 2 Lot 15, Block 38,Wedgwood Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 38 Lot 15 . Wedgwood Addition and as shown on the plat recorded in Tarrant County Plat Records awa 5429 Woodway Drive , Fort Worth,Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement,Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and " assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: Harvey T. Etux Dessa Cog ig ns (Signature) TEMPORARY RIGHT OF ENTRY Rev. 7/2006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-2c Right of Entry#: 3 Lot 16,Block 38,Wedgwood Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 38 Lot 36 , Wedgwood Addition and as shown on the shown on the plat recorded in Tarrant County Plat Records a/k/a 5425 Woodway Drive , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: Sharon W. Elton (Signature) TEMPORARY RIGHT OF ENTRY Rev. 72006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-2d Right of Entry#: 4 Lot 17, Block 38,Wedgwood Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee"a temporary right of entry onto property described as Block 38 Lot 17 , Wedgwood_ Addition and as shown on the shown on the plat recorded in Tarrant County Plat Records a/k/a 5421 Woodway Drive , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and - assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: Donald J. & Kelly A. Currie (Signature) TEMPORARY RIGHT OF ENTRY Rev. 72006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-2e Right of Entry#: 5 Lot 18,Block 38,Wedgwood Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § ~ § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 38 Lot 18 , Wedgwood Addition and as shown on the shown on the plat recorded in Tarrant County Plat Records &Wa 3821 Wed wgway Drive , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: Arthur D. Etux Melissa Gibbons (Signature) TEMPORARY RIGHT OF ENTRY Rev. 7/2006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-5c Right of Entry#: 7 Lot 26,Block 3,Western Hills Addition Section II CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § R § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 3 Lot 26 . Western Hills Addition Section II and as shown on the shown on the plat recorded in Tarrant County Plat Records a/k/a 8408 Chapin Road , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed _ and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of ,2004. w GRANTOR: Victor J.Rudolph -. (Signature) TEMPORARY RIGHT OF ENTRY Rev. 7/2006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-51b Right of Entry#: 6 Lot 25, Block 3,Western Hills Addition Section II CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of -� entry onto property described as Block 3 Lot 25 , Western Hills Addition Section II and as shown on the plat recorded in Tarrant County Plat Records awa 8412 Chapin Road , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of — cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: William J. Scott (Signature) ^' TEMPORARY RIGHT OF ENTRY Rev. 72006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-8a Right of Entry#: 8 Lot 5& 6B,Block 13,Ridglea Hills Additon CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 13 Lot 5 &6B , Ridglea Hills Addition and as shown on the plat recorded in Tarrant County Plat Records a/k/a 3436 Clayton Road East , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of — cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved — by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the -- Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: James E. Etux Dorothy (Signature) TEMPORARY RIGHT OF ENTRY Rev. 7/2006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-10a Right of Entry#: 9 Lot A & WWII, Block 13,Trueland Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of - entry onto property described as Block 13 Lot A& W1/2B , Trueland Addition and as shown on the plat recorded in Tarrant County Plat Records &Wa 2713 Fairway Drive , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, _ rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Properly under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: y Ethel Jeanette Johnson (Signature) r TEMPORARY RIGHT OF ENTRY Rev. 7/2006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-10b Right of Entry#: 10 Lot C & E1/2B,Block 13,Trueland Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as"Grantee" a temporary right of entry onto property described as Block 13 Lot C & E1/2B , Trueland Addition shown on the plat recorded in Tarrant County Plat Records &Wa 2717 Fairway Drive , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement,Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: Glen L.R. Holt (Signature) TEMPORARY RIGHT OF ENTRY Rev. 7/2006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-10c Right of Entry#: 11 Lot 6A, Block 13, Trueland Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 13 Lot 6A , Trueland Addition shown on the plat recorded in Tarrant County Plat Records a/k/a 2721 Fairway Drive , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, _. rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement,Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and ' assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the - Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: Melvin D.Jackson (Signature) a TEMPORARY RIGHT OF ENTRY Rev. 7/2006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-10d Right of Entry#: 12 Lot 5A, Block 13,Trueland Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as"Grantee" a temporary right of i entry onto property described as Block 13 Lot SA , Trueland Addition shown on the plat recorded in Tarrant County Plat Records aWa 2805 Fairway Drive , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the 4 Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. _ EXECUTED this the day of ,2004. GRANTOR: Sandra M. Roy (Signature) TEMPORARY RIGHT OF ENTRY Rev. 712006 2004 C.I.P. DRAINAGE PROJECT CONTRACT W DOE#: 4825 Location ID: A-10e Right of Entry#: 13 Lot 5B, Block 13, Trueland Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee"a temporary right of entry onto property described as Block 13 Lot 5B , Trueland Addition shown on the plat recorded in Tarrant County Plat Records aWa 2809 Fairway Drive , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement,Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and Y` assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 2004. GRANTOR: Curtis L. Inglis (Signature) TEMPORARY RIGHT OF ENTRY Rev. 7R006 2004 C.I.P. DRAINAGE PROJECT CONTRACT 'A' DOE#: 4825 Location ID: A-10f Right of Entry#: 14 Lot 4A, Block 13,Trueland Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 13 Lot 4A . Trueland Addition shown on the plat recorded in Tarrant County Plat Records a/k/a 2813 Fairway Drive , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement,Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee,at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry,together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns,for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of ,2004. GRANTOR: Dan Etux Marlene Amberman (Signature) TEMPORARY RIGHT OF ENTRY Rev. 72006