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Contract 39680
CITY FECRETARY D.O.E. FILEFORT WORTH C0NTI.A(_"T0R'S BONDING CO. r CC'NSTRUCTI0N'S COPY CITY SECRETARY CONTRACT NO. CLIENT DEPARTMENT SPECIFICATIONS AND CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF WATER, SANITARY SEWER, STREET, AND STORM DRAIN IMPROVEMENTS FOR EDWARDS RANCH ROAD STA 158+16.64 TO STA 166+33.45 CLEARFORK MAIN STREET STA 240+90.24 TO STA 266+15.94 UNIT I — Water No. P265-603170010783 ' Water No. P265-603140024283 Sewer No. P275-703170010783 UNIT II — TPW No. C221-303230010783 City Project Nos. 00107 and 00242 Michael J. Moncrief Dale A. Fisseler, P.E. Mayor City Manager S. Frank Crumb, P.E. Director, Water Department William A. Verkest, P.E. Director, Transportation and Public Works Department Richard Zavala Director, Parks and Community Services Department JACOBS- Firm # 2966 Prepared for The City of Fort Worth June 2009 OFFICIAL RECORD CITY SECRETARY FT. TX ©om© andA�s�aa. Inc. Texas Registration # 928 M&C Review Page 1 of 2 - of Fort Worth, Texas ,OITY COUNCIL AGENDA FaRn COUNCIL ACTION: Approved As Amended on 11/3/2009 - Amendment is Highlighted, Ord. No. 18892-11-2009 CONTINUED FROM A PREVIOUS WEEK DATE: 10/20/2009 REFERENCE C-23863 LOG NAME: 02EDWARDSPHASE3- NO.: JACKSON CODE: C TYPE: NOW PUBLIC NO CONSENT HEARING: SUBJECT: Authorize a Contract in the Amount of $2,576,963.65 with Jackson Construction, Ltd., for Pavement and Drainage Construction on Edwards Ranch Road, Phase III and Clearfork Main Street; Accept $1,219,950.14 from Edwards Geren Limited for Additional Pavement and Storm Drainage Capacity and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council: 1. Authorize acceptance of funds from Edwards Geren Limited in the amount of $1,219,950.14 for additional pavement and storm drainage capacity; 2. Adopt the attached appropriation ordinance increasing the estimated receipts and appropriations in the SH121T Southwest Parkway Fund in the amount of $1,219,950.14 from available funds; " 3. Authorize the City Manager to execute a contract with Jackson Construction, Ltd., in the amount of $2,576,963.65 for pavement and drainage construction on Edwards Ranch Road, Phase III. DISCUSSION: The 2004 Capital Improvement Program included funds for the City of Fort Worth's (City) share of costs - for the State Highway 121T (Southwest Parkway) project. Subsequent funding was included in the 2007 Critical Capital Projects approved by Council in December 2006. On December 7, 2004, (M&C C-20437, as amended on April 26, 2005, M&C C-20685) the City authorized an Infrastructure Development Agreement (Agreement) with Edwards Geren Limited (EGL), City Secretary Contract No. 31709, under which the City will fund and construct certain infrastructure related to the development of Southwest Parkway. These infrastructure improvements provide for water, sewer, paving and drainage improvements on the Edwards Ranch development. As part of the Agreement with EGL, the City escrowed funds for the design and construction of the identified improvements to ensure adequate funding was available. This construction project consists of approximately 3,000 linear feet of a four lane divided arterial roadway. EGL has requested and agreed to pay for additional pavement and storm drainage betterments that serve the Edwards Ranch development. The amount associated with the design and construction of the additional capacity is $1,219,950.14 and EGL will deposit this amount into the escrow account prior to the City executing the construction contract. and "`"u has YeFified thesefunds Accordingly, after the award and execution of this contract with Jackson Construction, Ltd., the City will withdraw the sum of $2,576,963.65 for the construction of these improvements. The project was advertised for bid on June 18, 2009 and June 25, 2009, in the Fort Worth Star - Telegram. On August 6, 2009, the following bids were received: IMp://apps.cfwnet.org/council_packet/mc review.asp?ID=12260&councildate=ll/3/2009 11/4/2009 M&C Review Page 2 of 2 Bidders Jackson Construction, Ltd. L.H. Lacy Company, Ltd. Conatser Construction TX, LP Texas Sterling Construction Company SLC Construction, LLC Bid Amount $2,576,963.65 $2,862,119.24 $2,887,000.00 $2,957,495.60 $3,418,627.04 Time of Completion 210 Calendar Days Funding in the amount of $120,000.00 is included for associated construction survey, material testing, inspection and project close out. The contingency funds to cover change orders total $77,310.00. Jackson Construction, Ltd., is in compliance with the City's M/WBE Ordinance by committing 20 percent MMIBE participation. The City's goal on this project is 20 percent. This project is located in COUNCIL DISTRICT 3, Mapsco 74V, 74Z, 75S and 75W. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the SH121T Southwest Parkway Fund. TO Fund/Account/Centers 1 & 2j. $1.219.950.14 C221 488100 303230010783 2) $1.219.950.14 C221 541200 303230010783 Submitted for Citv Manager's Office bv: Oriainatina Department Head: Additional Information Contact: TTACHMENTS S2EDWARDSPHASE3-JACKSON AO.doc 02 EDWARDS PHASE3-JAC KSON. Ddf FROM Fund/Account/Centers 3) $2.576.963.65 C221 541200 303230010783 Fernando Costa (6122) Randle Harwood (6101) Bryan Beck (7909) Rhp:Happs.cfwnet.org/council_packet/mc review.asp?ID=12260&councildate=ll/3/2009 11/4/2009 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 EDWARDS RANCH ROAD PHASE III Unit 1 Water Main Extension from Hulen St. to Como Pump Station, Part 1 City Project No. 00204 -• Water Project No. P264-603140024283 Water/Sewer Main Extension for Stonegate Blvd.(Clearfork Main Street) City Project No. 00107 Water Project No. P265-603170010783 Water Project No. P275-703170010783 Unit 2 Paving and Drainage Improvements for Edwards Ranch Road and Clearfork Main Street City Project No. 00107 TPW Project No. C221-303230010783 RELEASE DATE: July 9, 2009 (REVISED) BID RECEIPT DATE: 1:30 PM, July 30, 2009 INFORMATION TO BIDDERS: The Specifications and Contract Documents for the above mentioned project are revised and amended as follows: .. 1. The attached Notice to Bidders and Comprehensive Notice to Bidders has been revised. 2. The Agtek file for earthwork computations has been provided by Jacobs. Please email leon.wilson(e4ortworthsov.om for a copy of the file. 3. The excavated material from Edwards Ranch Road Phase III may be used on site for a future project if it meets the TxDOT Item 132, Type A specifications. 3. The tentative construction start date is November 2009, 4. The attendance list for the pre -bid conference is attached. 5. Revised plan sheets and proposals will be released in a later addendum. on This addendum forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space provided below, in the Proposal, and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to be rejected as being non -responsive. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT A NOWLEDGED: William A. Verkest, P.E. DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT Leon Wilson �Jr., P.E. Transportation and Public Works Department M M M .- NOTICE TO BIDDERS Sealed proposals for the following: Edwards Ranch Road Phase III — Paving, Drainage, Water, and Sewer Improvements City Project Nos. 00107 and 00242 Addressed to the CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 will be received at the Purchasing Office until 1:30 PM, Thursday, July 30, 2009 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Contract documents, including plans and specifications for this project may be obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthciov.orq/purchasinq/ and clicking on the project link. This link will take you to the advertised project folders on the City's Buzzsaw site, where the plans and contract documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Hard copies of plans and contract documents are NOT available at City offices. The major work will consist of the (approximate) following: UNIT I: Section A-1 (Water) 1,783 L.F. 1,160 L.F. Section A-2 (Water) 5,764 L.F. Section B (Sewer) 548 L.F. 3,730 L.F. 1,492 L.F. 2,909 L.F. 155 L.F. 48" Mortar Lined Polyurethane Coated Steel Pipe 36" Mortar Lined Polyurethane Coated Steel Pipe 12" PVC Pipe and all appurtenances 48" Sewer Pipe 36" Sewer Pipe 30" Sewer Pipe 27" Sewer Pipe 18" and 24" Depressed Sewer Pipe UNIT II: Section A (Storm Drain) 1,351 L.F. 61X5' 513 L.F. 5'X5' Single Box Culvert Storm Drain Line Single Box Culvert Storm Drain Line Section B (Paving) 19,804 C.Y. of Unclassified Street Excavation 20,692 S.Y. of Concrete Street Pavement Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. Bid security is required in accordance with the Special Instruction to Bidders. 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. All addenda will be made available on-line with the contract documents. Contractors and/or suppliers are requested to register as plan holders on-line (on Buzzsaw site) in order to receive notifications regarding the issuance of addenda. It shall be the bidding contractor's sole responsibility to verify they have received and considered all addenda, prior to submitting a bid. Rev 3-13-09_TPw NB-1 M4 M M NOTICE TO BIDDERS For additional information, please contact Jon Kroehler, PE, Engineer, Jacobs Engineering at Telephone Number: 817.735.6136 or by email: ion. kroehlerpiacobs.com , Carl T. DeZee, PE, Engineer, Kimley-Horn and Associates, Inc, at Telephone Number: 817.335.6511 or by e-mail: carl.dezee kimlev-horn.com , and/or Leon Wilson, PE, Project Manager, TPW Department at 817.392.8683 or by email: leon.wiIson(a-)fortworthaov.orq . A pre -bid conference will be held on Tuesday, June 30, 2009 at 10:00 a.m., in the PMO Conference Room(2nd Floor City Hall). Bidders are encouraged to review the plans and specifications prior to the pre -bid conference. Advertising Dates: June 18, 2009 June 25, 2009 Rev 3-13-09 TPW NBA as COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: Edwards Ranch Road Phase III — Paving, Drainage, Water, and Sewer Improvements City Project Nos. 00107 and 00242 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1:30 PM, Thursday, July 30, 2009 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Contract documents, including plans and specifications for this project may be obtained on-line by visiting the City of Fort Worth's Purchasing Division website at htti)://www.fortworthgov.orq/ourchasinq/ and clicking on the project link. This link will take you to the advertised project folders on the City's Buasaw site, where the plans and contract documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Hard copies of plans and contract documents are NOT available at City offices. The major work will consist of the (approximate) following: UNIT I: Section A-1(Water) 1,783 L.F. 1,160 L.F. Section A-2 (Water) 5,764 L.F. Section B (Sewer) 548 L.F. 3,730 L.F. 1,492 L.F. 2,909 L.F. 155 L.F. UNIT II: 48" Mortar Lined Polyurethane Coated Steel Pipe 36" Mortar Lined Polyurethane Coated Steel Pipe 12" PVC Pipe and all appurtenances 48" Sewer Pipe 36" Sewer Pipe 30" Sewer Pipe 27" Sewer Pipe 18" and 24" Depressed Sewer Pipe Section A (Storm Drain) 1,351 L.F. 6'X5' Single Box Culvert Storm Drain Line 513 L.F. 51X5' Single Box Culvert Storm Drain Line Section B (Paving) 19,804 C.Y. of Unclassified Street Excavation 20,692 S.Y. of Concrete Street Pavement Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. NOTICES 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 of Fort Worth Ordinance no. 7400 (Fort Worth City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the employment practices. Bid security may be required in accordance with Special Instructions to Bidders. Rev 3113109 TPW CNB-1 COMPREHENSIVE NOTICE TO BIDDERS The City of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non -responsive. All addenda will be made available on-line with the contract documents. Contractors and/or suppliers are requested to registeras plan holders on-line (on Buzzsaw site) in order to receive notifications regarding the issuance of addenda. It shall be the bidding contractor's sole responsibility to verify they have received and considered all addenda, prior to submitting a bid. Bidders must complete the PROPOSAL section, including the "Vendor Compliance to State Law", and submit -� these executed documents or face rejection of the bid as non -responsive. In accord with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City of Fort Worth contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM (with "Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City of Fort Worth business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the department to whom delivery was made. Such receipt shall be evidence that the City of Fort Worth received the Documentation. Failure to comply shall render the bid non -responsive. The water and sanitary sewer work must be performed by a contractor that is pre -qualified by the Water Department at the time of the bid opening. A general contractor, who is not pre -qualified by the Water Department, must employ the services of a subcontractor who is pre -qualified. The procedure for pre - qualification is outlined in the "Special instructions to Bidders (Water -Sewer)". SUBMISSION OF BID AND AWARD OF CONTRACT This document is designed as two separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as two separate proposals and are arranged to allow the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is the apparent successful bidder. If the Contractor only submits a bid on one proposal and it is the lower proposed price total, the Contractor will be the apparent successful bidder for this individual proposal. M/WBE goals have been provided for the individual units and combined units. The combined M/WBE goal will apply if the low bidder for Unit I and Unit II is the same contractor. The low bidder Unit 11 will be responsible for completing the rough grading associated with the roadway before the Unit I low bidder begins construction activities. There will be no remobilization paid to Unit I or Unit II contractor for the completion of the roadway grading in advance of the water and sewer construction. The contractors for Unit I and Unit II will be responsible for the coordination necessary to complete the roadway grading in advance of the water and sewer construction. Bidders are hereby informed that the Director of the Transportation and Public Works Department and the Director of the Water Department reserves the right to evaluate and recommend to the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth. For additional information, please contact Jon Kroehler, PE, Engineer, Jacobs Engineering at Telephone Rev 3113109_TPW CNB-2 ca COMPREHENSIVE NOTICE TO BIDDERS Number: 817.735.6136 or by email: ion. kroehler 1acobs.com , Cad T. DeZee, PE, Engineer, Kimley-Hom and Associates, Inc. at Telephone Number: 817.335. 511 or by e-mail: carl.dezee(@kimley-hom.com , and/or Leon Wilson, PE, Project Manager, TPW Department at 817.392.8883 or by email: leon.wilson(a),fortworthaov.orq . A pre -bid conference will be held on Wednesday, June 30, 2009 at 10:00 a.m., in the PMO Conference Room (2 ° Floor City Hall). Bidders are encouraged to review the plans and specifications prior to the pre -bid conference. DALE A. FISSELER, P.E. MARTY HENDRIX CITY MANAGER CITY SECRETARY By: Aleonilson, P.E Transportation 8 Public Works Department Advertising Dates: rf June 18, 2009 June 25, 2009 w wo Rev 3113/09 TPW CNB-3 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO.2 EDWARDS RANCH ROAD PHASE III Unit 1 T Water Main Extension from Hulen St. to Como Pump Station, Part 1 City Project No. 00204 Water Project No. P264-603140024283 Water/Sewer Main Extension for Stonegate Blvd.(Clearfork Main Street) 10 City Project No. 00107 Water Project No. P265-603170010783 Water Project No. P275-703170010783 Unit 2 Paving and Drainage Improvements for Edwards Ranch Road and Clearfork Main Street City Project No. 00107 TPW Project No. C221-303230010783 RELEASE DATE: July 27, 2009 (REVISED) BID RECEIPT DATE: 1:30 PM, August 6, 2009 INFORMATION TO BIDDERS: 1. The bid opening date has been revised to August 6, 2009. 2. Plans and specifications will be available Thursday, July 30`b at the Transportation & Public Works No Department, 2nd Floor City Hall, 1000 Throckmorton Street. The cost for plans and specifications is $160.00. 3. Replace Part DA — Additional Special Conditions in entirety with the attached Part DA. The following items have been revised in Part DA: .. a. DA-56 Shop Drawings: Removed "Butterfly Valves" as a required shop drawing submittal b. DA-125 Pipelines Crossing Highways, Streets and Railroad by Boring Tunneling or Open Cut: Removed references to 70-inch casing/tunnel liner plate and inserted 42-inch steel casing .., c. DA-126 Butterfly Valves: Omitted from DA section G. See attached revisions for Appendix A, C, D, & E. The revisions include information for the cathodic protection system. w 5. Replace Unit I and Unit II proposal in its entirety with the attached revised Unit I and Unit II proposal. The contract time for each Unit is as follows: a. Unit I — 300 calendar days b. Unit II — 210 calendar days c. Combined Unit I and Unit II — 450 calendar days 6. Contractors bidding on both Unit I and Unit II must submit proposal signature pages for Unit I, Unit II and Combined Unit I and Unit II. 7. Extruded thermal plastic and prefabricated plastic are acceptable for traffic markings. 8. Excavated material may be used for future bridge embankment if it meets TxDOT specification 423, Type A material. The material will be tested by the City during construction. If the material does not meet the indicated specification the contractor will responsible for hauling the material offsite at no additional costs to the City. 9. Please see attached plan sheet revisions. This addendum forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space provided below, in the Proposal, and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to be rejected as being non -responsive. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT A OWLEDGED: &A William A. Verkest, P.E. DIRECTOR TRANSP TATION A PUBLIC WORKS DEPARTMENT By: , Leon Wilson, Jr., E. Transportation and ublic Works Department PART DA - ADDITIONAL SPECIAL CONDITIONS Where the pipeline crosses privately owned property, the easements and construction areas are shown on the plans. The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. DA-49 HIGHWAY REQUIREMENTS (OMIT) DA-50 CONCRETE ENCASEMENT Concrete encasement shall be Class E (1500 psi) concrete and for sewer line encasements shall conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of the General Contract Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. Payment for work such as forming, placing, and finishing including all labor, tools, equipment and material necessary to complete the work shall be included in the linear foot price bid for Concrete Encasement. DA-51 CONNECTION TO EXISTING STRUCTURES All connections between proposed and existing facilities, shall consist of a watertight seal. Concrete used in the connection shall be Class A (3000 psi) concrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placement, a gasket, RAM-Nek or approved equal shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and material necessary to complete the work shall be included in the linear foot price of the appropriate pipe BID ITEM. DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION (OMIT) DA-53 OPEN FIRE LINE INSTALLATIONS (OMIT) DA-54 WATER SAMPLE STATION (OMIT) DA-55 CURB ON CONCRETE PAVEMENT (OMIT) DA-56 SHOP DRAWINGS A. Submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Submittals may be checked by and stamped with the approval of the Contractor and identified as the Engineer may require. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittals are not change orders. The purpose of submittals by the Contractor is to demonstrate that the Contractor understands 11102104 ASC - 30 PART DA - ADDITIONAL SPECIAL CONDITIONS the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of constriction, coordination of his work with that of other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in bound form. B. Shop drawings shall be submitted for the following items prior to installation: Gate Valves 2. Ductile Iron Pipe 3. Steel Pipe 4. Air Release and Vacuum Release Valves 5. Fiberglass Sewer Pipe 6. Corrosion Protection System 7. Union Pacific Railroad Submittals 8. Tarrant Regional Water District Submittals Additional shop drawing requirements are described in some of the material specifications. C. Address for Submittals - The submittals shall be addressed to Liam Conlon: Liam Conlon City of Fort Worth 1000 Throckmorton Fort Worth, TX 76102 DA-57 COST BREAKDOWN In order to establish a basis upon which partial payments to the Contractor may be authorized, immediately after execution of the contract the Contractor shall furnish a detailed cost breakdown of his contract price arranged and itemized to meet the approval of the Engineer. DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY (OMIT) DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP (OMIT) 11102104 ASC - 31 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. HYDROSTATIC TEST Perform a hydrostatic test in accordance per City of Fort Worth Standards, DA-122 CATHODIC PROTECTION This item consists of Cathodic Protection for the selected bid pipe material. Plans and specifications for the various cathodic protection requirements are included in the contract documents. Technical specifications for Cathodic Protection are included in the Appendix as prepared by Corrpro Companies, Inc. Payment for Cathodic Protection of the pipeline shall be a lump sum price that includes installation of test stations, testing, start-up, and all incidental work and materials necessary to complete the installation in accordance with the drawings and specifications. DA-123 GRAVEL DRIVEWAY REPAIR (OMIT) DA-124 REPLACEMENT OF TREES (OMIT) DA-125 PIPELINES CROSSING HIGHWAYS, STREETS AND RAILROADS BY BORING, TUNNELING OR OPEN CUT A. GENERAL WORK INCLUDED Furnish labor, materials, equipment and incidentals necessary to install pipe casings or tunnel liners by boring, tunneling or open cut as specified. This section sets forth the requirements for utility lines crossing roadways or railroads using bore, tunneling, or open cut. 2. QUALITY ASSURANCE a. DESIGN CRITERIA 1) TUNNEL LINER PLATE The tunnel liner plate shall be designed by the Manufacturer in accordance with the methods and criteria as specified in AASHTO Standard Specifications for Highway Bridges, Section 16. Soil parameters shall be determined by the Tunnel Liner Plate Manufacturer. The tunnel liner plate shall be designed to allow a maximum deflection of 3%. The thickness of the tunnel liner plate specified herein is the minimum acceptable and shall be increased as necessary to obtain adequate joint strength, stiffness, buckling strength, and resistance to deflection. 2) CASING INSULATORS Casing insulators shall be designed by the Manufacturer to adequately support and electrically isolate the carrier pipe within the casing pipe under all conditions. Number and location of spacing insulators shall be determined by the Manufacturer to protect carrier pipe from damages. One insulator shall be placed within 2' of ends of casing. 11102104 ASC - 70 we PART DA - ADDITIONAL SPECIAL CONDITIONS b. INSTALLER'S QUALIFICATIONS Installation shall be by a competent, experienced contractor or sub- contractor. The installation contractor shall have a satisfactory experience record of at least five (5) years engaged in similar work of equal scope. C. PERFORMANCE REQUIREMENTS Lateral or vertical variation in the final position of the pipe casing or tunnel liner from the line and grade established by the engineer shall be permitted only to the extent of 1" in 10', provided that such variation shall be regular and only in the direction that will not detrimentally affect the function of the carrier pipe, or clearances from other underground utilities or structures. Any additional cost caused by this variation shall be the responsibility of the Contractor. 3. SUBMITTALS Submittals shall include: a Installer's Qualifications b Shop drawings of the tunnel liner plate and fasteners from the tunnel liner plate manufacturer. Shop drawings shall include calculations for the design of the tunnel liner plate sealed by a Licensed Engineer in the State of Texas. Shop drawings are for record purposes only and will not be reviewed or approved by the Engineer. 4. STANDARDS AWWA C-206 "Field Welding of Steel Water Pipe" AWWA C-210 "Liquid Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines" AASHTO M-190 "Bituminous Coated Corrugated Metal Culvert Pipe and Pipe Arches" AASHTO Standard Specifications for Highway Bridges, 1989. ASTM A-36 "Structural Steel" ASTM A-123 "Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products" ASTM A-135 "Electric - Resistance - Welded Steel Pipe" ASTM A-139 "Electric - Fusion (Arc) - Welded Steel Pipe" ASTM A-153 "Zinc Coating (Hot Dip) on Iron and Steel Hardware" ASTM A-307 "Carbon Steel Bolts and Studs, 60,000 PSI Tensile" ASTM A-449 "Quenched and Tempered Steel Bolts and Studs" ASTM A-569 "Steel, Carbon, Hot -Rolled Sheet and Strip, Commercial 11102o4 ASC - 71 PART DA - ADDITIONAL SPECIAL CONDITIONS Quality" ASTM A-570 "Hot Rolled Carbon Steel Sheet and Strip, Structural Quality" ASTM C-16 "Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe" ASTM D-4254 "Test Methods for Minimum Index Density of Soils and Calculation of Relative Density" 5. DELIVERY AND STORAGE a. The Contractor shall store tunnel liner plate in accordance with manufacturer's recommendations. Any liner plate that appears to have been damaged in the opinion of the Owner's representative shall be removed from the project and replaced with a new piece. 6. JOB CONDITIONS; PERMITS AND EASEMENT REQUIREMENTS a. Where the work is in the public right-of-way or railroad company right-of- way, the Owner will secure the appropriate permits or easements. The Contractor shall observe regulations and instructions of the right-of-way Owner as to the methods of performing the work and take precautions for the safety of the property and the public. Negotiations and coordination with the right-of-way Owner shall be carried on by the Contractor, not less than five (5) days prior to the time of his intentions to begin work on the right-of-way. b. Comply with the requirements of the permit and/or easement, a copy of which is included in the Appendix. The work within the Texas Department of Transportation (TxDot) Right -of -Way shall comply with TxDot specifications. If required by the Right -of -Way Owner, obtain Protective Liability Insurance in the amount required by the particular company or other insurance as is specified in the permit at no cost to the Owner. Acquire a permit, agreement, or work order from the right-of-way Owner as is required. C. Construction along roads and railroads shall be performed in such manner that the excavated material be kept off the roads and railroads at all times, as well as, all operating equipment. Construction shall not interfere with the operations of the roads and railroads. d. Barricades, warning signs, and flagmen, when necessary and specified, shall be provided by the Contractor. e. No blasting shall be allowed. Existing pipelines are to be protected. The Contractor shall verify location and elevation of any pipe lines and telephone cable before proceeding with the construction and plan his construction so as to avoid damage to the existing pipe lines or telephone cables. Verification of location of existing utilities shall be the complete responsibility of the Contractor. 11102104 ASC - 72 PART DA - ADDITIONAL SPECIAL CONDITIONS 7. OPTIONS CASING MATERIAL: Unless specified otherwise, the Contractor may use steel pipe or tunnel liner plate where bore and/or tunnel as specified. Unless specified otherwise, the Contractor shall use steel pipe where open cut casing is specified. The material specification for casing pipe and tunnel liner are the minimum acceptable. The Contractor shall be fully responsible to insure the materials used are of sufficient strength for the installation method chosen and the soil conditions encountered. b. BORE AND TUNNEL METHODS: Unless specified otherwise, the Contractor may use jacking or tunneling for the installation method of casing material. Tunnel liner plate shall not be used where bore or jack methods are used. The Contractor shall be fully responsible to insure the methods used are adequate for the protection of workers, pipe, property, and the public. Provide a finished product as required. 8. GUARANTEES [Not Used] B. PRODUCTS 1. MATERIALS a. STEEL PIPE: Steel casing pipe shall have a minimum yield strength of 35,000 psi. Casing shall meet ASTM A36, ASTM A570, ASTM A135, ASTM A139, or approved equal. Pipe shall be coated and lined in accordance with AWWA C210 or approved equal. Pipe joints shall be welded in accordance with AWWA C206. After pipe is welded, coating and lining shall be repaired. Unless specified otherwise, the minimum wall thickness of steel casing pipe shall be as follows: Casing :Diameter Thickness 42" 0.50" 54" 0.50" b. TUNNEL LINER PLATES: Corrugated metal tunnel liner plates shall be galvanized made from steel sheets conforming to the requirements of ASTM A-569. Material to be galvanized shall be zinc coated in accordance with ASTM A-123, except that the zinc shall be applied at a rate of 2.0 oz. per square foot on each side. Tunnel liner plates and fasteners shall comply with the requirements of AASHTO Standard Specifications for Highway Bridges, 1989. Liner plates shall be punched for bolting on both longitudinal and circumferential seams, fabricated to permit complete erection from the inside of the tunnel. Bolts and nuts shall be galvanized to conform to ASTM. Where groundwater is encountered, gasketed liner plates shall be used. 11102104 ASC - 73 r- PART DA - ADDITIONAL SPECIAL CONDITIONS A-153: Plates shall be of uniform fabrication and those intended for one size tunnel shall be interchangeable. Welding of tunnel liner plate shall not be allowed. The material used for the construction of these plates shall be new, unused, and suitable for the purpose intended. Workmanship shall be first class in every respect. Minimum thickness of tunnel liner plate shall be as follows: Tunnel Diameter 42" — 2 Flanged 42" — 4 Flanged 54" — 2 Flanged 54" — 4 Flanged 2. MIXES Minimum Thickness 14 gage 12 gage 14 gage 12 gage a. CEMENT MORTAR: Consisting of one (1) part cement to two (2) parts clean sand with sufficient water to make a thick workable mix. b. PRESSURE GROUT MIX: Comprised of 1 cubic foot of cement and 3.5 cubic feet of clean fine sand with sufficient water added to provide a free flowing thick slurry. If desired to maintain solids in the mixture in suspension, one cubic foot of commercial grade bentonite may be added to each 12 to 15 cubic feet of the slurry. C. CELLULAR GROUT MIX: The cellular grout shall be a low -density, non - shrink grout composed of Type II Portland cement, water, and a pre- formed foam. The cellular grout shall have the following characteristics: 1) Minimum 28-day Compressive Strength = 1000 psi 2) Slurry (Wet) Density = 95 to 105 pcf 3) Cement = Type II, per ASTM C150 4) Water = Potable 5) Foam = Per ASTM C869 6) Water/Cement Ratio = 0.50 to 0.55 3. FABRICATIONS [Not Used] 4. MANUFACTURED PRODUCTS a. TUNNEL LINER: Manufactured by Ccntech Construction Products, Inc.., American Commercial Inc., or approved equal. 11/02/04 ASC - 74 PART DA - ADDITIONAL SPECIAL CONDITIONS b. CASING INSULATORS: Thickened Mortar Bands shall be used for this project. Casing insulators may be used in lieu of mortar bands and rollers. In lieu of casing insulators or mortar bands, steel rails and rollers may be considered as an acceptable substitute. However, the Contractor must submit a design for the rail and roller installation as well as documentation to justify the substitution as an acceptable installation, in lieu of casing insulators. Use casing insulators for any type of carrier pipe. Insulators shall consist of pre -manufactured stainless steel bands with plastic lining and plastic runners. Insulators shall fit snug over the carrier pipe and position the carrier pipe approximately in the center of the casing pipe, to provide adequate clearance between the carrier pipe bell and the casing pipe. Fasteners for insulators shall be stainless steel or cadmium -plated. Insulators shall be as manufactured by Cascade Waterworks Manufacturing Company or Pipeline Seal and Insulators, Incorporated or Perry Equipment Corporation. C. MORTAR BANDS: Concrete cylinder pipe and polyurethane coated steel pipe may have thickened outside mortar bands in lieu of casing insulators. Mortar bands shall properly position the pipe within the casing or tunnel liner. C. EXECUTION PREPARATION (Not Used] 2. GENERAL CONSTRUCTION PROCEDURES a. EXCAVATION AND BACKFILL OF ACCESS PITS 1) Do not allow excavation over the limits of the bore or tunnel as specified. Trench walls of access pits adjacent to the bore or tunnel face shall be truly vertical. Shore the trench walls as necessary to protect workmen, the public, structures, roadways, and other improvements. 2) Excavations within the right-of-way and not under surfacing shall be backfilled, with type B backfill, and consolidated by tamping in 6" horizontal layers to 95% of maximum density as measured by ASTM D-698. Surplus material shall be removed from the right-of-way and the excavation finished to original grades. Backfill pits immediately after the installation of the carrier pipe is completed. If carrier pipe is not installed immediately after casing pipe installation, the Right -of - Way Owner may require the access pits be temporarily backfilled until installation of carrier pipe. b. INSTALLING CARRIER PIPE IN CASINGS 1) Pipe to be installed within the casing or tunnel liner shall meet the requirements for this type of pipe as specified. Where indicated, place, align, and anchor guide rails and/or casing insulators inside 11102104 ASC - 75 PART DA - ADDITIONAL SPECIAL CONDITIONS the casing. If guide rails are used, place cement mortar on both sides of the rails. 2) Pull or skid pipe into place inside the casing. Lubricants such as flax soap or drilling mud may be used to ease pipe installation. Do not use petroleum products, oil or grease for this purpose. If guide rails are used, install pipe and hold down jacks after installation of carrier pipe. 3) After installation of the carrier pipe, mortar inside and outside of the joints as applicable. Verify electrical discontinuity between the carrier pipe and tunnel liner. If continuity exists, remedy the short prior to applying cellular grout. 4) After carrier pipe installation_, is. complete, if hold down jacks or casing spacers are used, seal or plug the ends of the casing. 5) After carrier pipe installation is complete, the annular space between the carrier pipe and tunnel liner or casing shall be completely filled with cellular grout. The Contractor shall take precautions to prevent flotation of the carrier pipe. Exterior joint coating (heat shrink sleeves) is required for polyurethane coated pipe. Provide necessary bulkheads as recommended by the cellular grout supplier. If pressure is used to apply grout, verify the maximum allowable pressure with the carrier pipe manufacturer, and do not exceed this pressure. FREE -AIR SYSTEM If required by OSHA standards, free -air systems shall be installed and maintained. d. INSTALLATION OF PRESSURE GROUT MIX 1) Install pressure grout mix in the void space between the outside of the casing pipe or tunnel liner and the excavation. For bore or jacks with casing pipe, install pressure grout mix immediately upon completion of setting casing pipe. For tunnel liner plate, install pressure grout mix at the end of each work day or more often as conditions warrant. 2) Unless specified otherwise, install pressure grouting through grout fittings for the casing pipe or tunnel liner plate 48" in diameter or larger. Grout fittings shall be fabricated into casing pipe and tunnel liner plate at a maximum spacing of 6'. Remove and plug grout fittings after pressure grouting. 3) Install pressure grout from the low end for all crossings where grout fittings are not used. Seal the low end and pressure grout until grout is extruded from the opposite end. 3. CROSSINGS INSTALLED BY BORING 11102104 ASC - 76 PART DA - ADDITIONAL SPECIAL CONDITIONS a. Perform the boring from the low or downstream end unless specified otherwise. Bore the holes mechanically and use a pilot hole. By this method, an approximate 2" pilot hole shall be bored the entire length of the crossing and shall be checked for line and grade. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Place excavated material near the top of the working pit and dispose of material as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent to lubricate cuttings. Jetting shall not be permitted. b. In unconsolidated soil formations, a gel -forming colloidal drilling fluid consisting of at least 10% of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. C. In locations where the soil formation is other than consolidated rock, insert the casing pipe simultaneously with the boring operation. This requirement applies to all bored holes of 18" or greater in diameter. For smaller diameter bored holes, it is desirable that the casing be installed as the boring progresses, but because of differences in soil formations, the time for inserting the casing shall be the Contractor's responsibility. In the event s that caving sand or water bearing materials are encountered, insert the casing pipe simultaneously with the boring operation regardless of the diameter of the bored hole. In all cases, the security and integrity of the roadway is the primary concern. The Contractor shall be held fully responsible for the continued integrity of the structure of the roadway being crossed, whether or not a casing pipe is inserted simultaneously with the boring operation. 4. CROSSINGS INSTALLED BY TUNNELING AND JACKING a. Jack the pipe from the low or downstream end, unless specified otherwise. Provide heavy duty jacks suitable for forcing the pipe through the embankment. In operating jacks, apply even pressure to the jacks used. Provide a suitable jacking head and bracing between jacks so that pressure will be applied to the pipe uniformly around the ring of the pipe. Provide a suitable jacking frame or back stop. Set the pipe to be jacked on guides, properly braced together, to support the section of the pipe and to direct it in the proper line and grade. Place the whole jacking assembly so as to line up with the direction and grade of the pipe. In general, excavate embankment material just ahead of the pipe and material removed through the pipe. Force the pipe through the embankment with jacks into the space provided. b. The excavation for the underside of the pipe, for at least 1/3 of the circumference of the pipe, shall conform to the contour and grade of the pipe. Provide a clearance of not more than 2" for the upper half of the pipe. This clearance shall be tapered off to zero at the point where the excavation conforms to the contour of the pipe. Extend the distance of the excavation beyond the end of the pipe depending on the character of the material, but do not exceed 2' in any case. Decrease the distance if the 11102104 ASC - 77 PART DA - ADDITIONAL SPECIAL CONDITIONS character of the material being excavated makes it desirable to keep the advance excavation closer to the end of the pipe. C. If desired, use a cutting edge of steel plate around the head end of the pipe extending a short distance beyond the end of the pipe with inside angles or lugs to keep the cutting edge from slipping back onto pipe. d. When jacking of pipe has begun, carry on the operation without interruption to prevent the pipe from becoming firmly set in the embankment. Remove and replace any pipe damaged in the jacking operations. The Contractor shall absorb the entire expense. 5. CROSSINGS INSTALLED WITH TUNNEL LINER PLATE a. Install the tunnel liner plates to the limits indicated and as specified in AASHTO Standards Specifications for Highway Bridges, Section II-26, Construction Tunnels Using Steel Tunnel Liner Plates. Assemble steel liner plates into circumferential rings. Liner plates shall be of the type to permit segments to be installed completely from inside the tunnel or bore. b. Accurately maintain the face of the excavation inside the tunnel so as to allow the absolute minimum of void space outside the liner plate. Maintain a maximum of 1/2" tolerance between the outside of the liner plate and the excavation wherever possible. The tunnel diameter shall not be greater than 2" larger than the liner O.D. C. Liner plate installation shall proceed as closely as possible behind the excavation. Excavation shall at no time be more than 6" ahead of the required space to install an individual tunnel liner plate. Use breast plates, poling boards or other suitable devices to maintain accurate excavation with the minimum of unsupported excavation at any time. Tunnel liner plate shall not be allowed to deflect vertically during installation. 6. CROSSINGS WITH CASING INSTALLED BY OPEN CUT a. This article covers the requirements for the construction of crossings where pipe casing is required for installation by the open cut method. Excavation, backfill, and embedment of casing pipe shall be as specified in the construction plans. All other requirements shall be as specified herein. DA-126 BUTTERFLY VALVES (OMIT) DA-127 GATE VALVES A. GENERAL SCOPE OF WORK a. Furnish all labor, materials, equipment and incidentals required to completely install and put into operation resilient seated gate valves and actuator as specified herein and shown on the drawings. 11102104 ASC - 78 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 EDWARDS RANCH ROAD PHASE III Unit 1 Water Main Extension from Hulen St. to Como Pump Station, Part 1 City Project No. 00204 Water Project No. P264-603140024283 Water/Sewer Main Extension for Stonegate Blvd.(Clearfork Main Street) City Project No. 00107 Water Project No. P265-603170010783 Water Project No. P275-703170010783 Unit 2 Paving and Drainage Improvements for Edwards Ranch Road and Clearfork Main Street City Project No. 00107 TPW Project No. C221-303230010783 RELEASE DATE: August 3, 2009 (REVISED) BID RECEIPT DATE: 1:30 PM, August 6, 2009 INFORMATION TO BIDDERS: 1. Replace Unit I (Water & Sewer) proposal in its entirety with the attached revised Unit I (Water & Sewer) proposal. The following item has been added to Unit I —Section B: 450 LF Casing (By other than open cut). 2. Please see the attached MWBE-Special Instruction to Bidders for the following project goals: a. Unit I(Water & Sewer) — 35% b. Combined Unit I and Unit II — 35% 3. The original MWBE goal for Unit II remains at 20%. 4. Item No. 7 in Unit I -Section B (Sewer) maybe substituted with 30" ductile iron if the contractor provides revised junction box drawings for the 30" opening that are signed and sealed by a Texas licensed professional engineer. The contractor will also be responsible for providing sufficient information showing that the 42" casing pipe is sufficient. 5. If the contractor is only bidding on Unit I submit the following with the bid: a. Appropriate bid security or bid bond b. Unit I proposal (with signatures) c. Vendor Compliance to State Law (with signatures) Rs 6. If the contractor is only bidding on Unit II submit the following with the bid: a. Appropriate bid security or bid bond _ b. Unit II proposal (with signatures) c. Vendor Compliance to State Law (with signatures 7. If the contractor is bidding both Unit I and Unit II submit the following with the bid: a. Appropriate bid security or bid bond b. Unit I proposal (with signatures) c. Unit II proposal (with signatures on pages BII-13(R) and BII-14(R)) w d. Vendor Compliance to State Law for each Unit (with signatures) This addendum forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space provided below, in the Proposal, and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to be rejected as being non -responsive. Please ackno�yr"e#ge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT William A. Verkest, P.E. DIRECTOR TRANSPpRTATIO�i AND PUBLIC WORKS DEPARTMENT By: , Leon Wilson, Jr., P.E. TransportatioA and Public Works Department 'FORT WORT I-t 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 W,000 or more, the MlWBE goal is applicable. If the total dollar value of the contract is less than $25,000, the MNVBE goal is not applicable. POLICY STATEMENT so It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) 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. so MMBE PROJECT GOALS The City's MMBE goal on the project is 35% for Combined Unit l (Water & Sewer) and Unit II (Paving & Drainage) of the total bid COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Departmerii_ within the following times allocated, in order for the entire bid to be considered respansive to the specifications. 'lire Offeror shall deliver the M $lf Jbi c' u" i�ertt�tior" in persue rlat�. emp!S t . o .tie manapi .� depTV ant, and obtain a. d a leltJrne receip#. Such receipt 'shall be pvEden C1>w i ce Q.t dcri rnentatfoq in.the time allocated. A faxed copy. will not ba accepipcK 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 13. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid _ Utilization Form, if no M/WBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid s to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/ BE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817)92-6104. Rev. 11/11/05 M FORT City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract Is $25,000 or more, the M/WBE goal is applkable. If the total dollar value of the contract is less than $25,000, the M/W BE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) 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. MMBE PROJECT GOALS The City's M/WBE goal on the project is 35% for Unit I (Water & Sewer) of the total bid COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing r'epartment, within the follo,ving times ails-cated, in order for the entire bid to be considered re�;pcnsive to the sf�ecif;va{,ans Ti C��ircw saia�� u�!i�veG.kf�r �vi4fiE.rscrc�,riier,, io yeisuri-10 uie appfopriate: r mp'foydib bi rF l(li P -Ament and obtain. a dat6i iin, receipt Such fec;ei�l; a� I�eBflderice that ti7:Ci#yreceived the dodge time aiiocated_ Afiaxed copy wil4 npt be acr.p# 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no M/WBE participation: 4. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilize a joint venture to met or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NUN -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817)92-6104. Rev. 11 /11 /05 w CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO.4 EDWARDS RANCH ROAD PHASE III Unit 1 Water Main Extension from Hulen St. to Como Pump Station, Part 1 City Project No. 00204 Water Project No. P264-603140024283 Water/Sewer Main Extension for Stonegate Blvd. (Clearfork Main Street) City Project No. 00107 Water Project No. P265-603170010783 Sewer Project No. P275-703170010783 Unit 2 Paving and Drainage Improvements for Edwards Ranch Road and Clearfork Main Street City Project No. 00107 TPW Project No. C221-303230010783 RELEASE DATE: August 5, 2009 BID RECEIPT DATE: 1:30 PM, August 6, 2009 INFORMATION TO BIDDERS: 1. Please see the attached MWBE-Special Instructions to Bidders for the revised MWBE goal for Unit I (Water & Sewer) of 20%. There is no change to the Unit 11 or Combined Unit I and Unit II goals. This addendum forms a part of the contract documents referenced above and modifies the original Contract Documents and Plans. Acknowledge receipt of this addendum in the space provided below, in the Proposal, and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to be rejected as being non -responsive. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACK EDGED: William A. Verkest, P.E. DIRECTOR I 4 TRANSP RTATION qD PUBLIC WORKS DEPARTMENT By: ' Leon Wilson, Jr., P.E, Transportation anV Public Works Department 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 M/WBE goat is applicable.: If the total dollar value of the contract is less than $25,000, the M/WSE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) 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 M/WBE goal on this project is 20% for Unit I (Water & Sewer) of the total bid W. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department_ within the ful;owng tirnrs allocaled, in order fqr ,tie entire bid to be considered responsive in vie specificoons Thebfferor�shall deliver the MWOE docurrtentaVort in person to the appropda .employee of the rn,anaging department and obtain a date/ilme receipt_ Such recelpi shall be evidence Ih4l the City received the dGcurn anialion in the rime 20ocaled. A faxed Copy will not be accepted, 11. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no M/WBE participation: .. 14. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilize a joint venture to met or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDNANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 392-6104. Rev. 11/11105 4 CITY OF FORT WORTH, TEXAS STREET, STORM DRAIN, WATER, AND SANITARY SEWER IMPROVEMENTS FOR EDWARDS RANCH ROAD AND CLEARFORK MAIN STREET JUKE 2009 +� Raymond J. Ahms, P.E. Jacobs Engineering Group Firm# 2966 777 Main Street Fort Worth, Texas 76102 1 For Paving and Drainage Improvements . >, Richard James Shaheen, III, P.B. a RICHARDJAMES SWIEi`d In m.........g88� p ....... DunawayAssociates, L.P. 1501 Merrimac Circle, Suite 100 600 0. .•' 4 For Drainage Fort Worth, Texas 76107 ��accs'••Sc�'N��� Improvements X.. CARL T. DeZEE r Carl T. DeZee, P.E. 1•�w ........................r.....r t •e 87685 r Kimley--Horn and Associates, Inc. V, t,� Texas Registration No. 928 �N��`':r 801 Cherry Street, Unit 11, Suite 950 �tt11 ZONAL EN �"'y b For Water and Sanitary Fort Worth, Texas 76102 hnz�1�7 0 7 Sewer Improvements n TABLE OF CONTENTS 1. NOTICE TO BIDDERS 2. COMPREHENSIVE NOTICE TO BIDDERS 3. SPECIAL INSTRUCTIONS TO BIDDERS -WATER DEPARTMENT 4. SPECIAL INSTRUCTIONS TO BIDDERS - T/PW DEPARTMENT 5. UNIT I PROPOSAL ➢ VENDOR COMPLIANCE TO STATE LAW UNIT II PROPOSAL �. ➢ VENDOR COMPLIANCE TO STATE LAW 6. MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS 7. PART C - GENERAL CONDITIONS 8. SUPPLEMENTARY CONDITIONS TO PART C-GENERAL CONDITIONS 9. PART D - SPECIAL CONDITIONS 10. PART DA - ADDITIONAL SPECIAL CONDITIONS 11. PART E - MATERIAL SPECIFICATIONS (WATER DEPARTMENT) 12. STANDARD DETAILS (WATER DEPARTMENT) ➢ 2008 PREVAILING WAGES FOR CONSTRUCTION PROJECTS 13. SPECIAL PROVISIONS (T/PW DEPARTMENT) - 14. STANDARD DETAILS (T/PW DEPARTMENT) ➢ 2008 PREVAILING WAGES FOR CONSTRUCTION PROJECTS 15. CONTRACT INSTRUMENTS - UNIT I (WATER & SEWER) ➢ CERTIFICATE OF INSURANCE ➢ COMPLIANCE WITH AND ENFORCEMENT OF PREVAILING WAGE LAWS ➢ CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ➢ CONFLICT OF INTEREST DISCLOSURE REQUIREMENTS AND QUESTIONNAIRE ➢ PERFORMANCE BOND ➢ PAYMENT BOND ➢ MAINTENANCE BOND ➢ CITY CONTRACT 16. CONTRACT INSTRUMENTS - UNIT II (PAVING & DRAINAGE) ➢ CERTIFICATE OF INSURANCE ➢ COMPLIANCE WITH AND ENFORCEMENT OF PREVAILING WAGE LAWS ➢ CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ➢ CONFLICT OF INTEREST DISCLOSURE REQUIREMENTS AND QUESTIONNAIRE ➢ PERFORMANCE BOND ➢ PAYMENT BOND ➢ MAINTENANCE BOND ➢ CITY CONTRACT APPENDIX A - PAVING GEOTECHNICAL REPORT APPENDIX B - USACE: CRITERIA FOR CONSTRUCTION WITHIN THE LIMITS OF EXISTING FEDERAL FLOOD PROTECTION PROJECTS. APPENDIX C - CORROSIVITY DESIGN CATHODIC PROTECTION APPENDIX D - GEOTECHNICAL INFORMATION APPENDIX E - TXDOT PERMIT APPENDIX F - EASEMENT DOCUMENTS NOTICE TO BIDDERS y W M no Sealed proposals for the following: Edwards Ranch Road Phase III — Paving, Drainage, Water, and Sewer Improvements City Project Nos. 00107 and 00242 Addressed to the CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 will be received at the Purchasing Office until 1:30 PM, Thursday, July 16, 2009 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Contract documents, including plans and specifications for this project may be obtained on-line by visiting the City of Fort Worth's Purchasing Division website at htto://www.fortworthaov.ora/r)urchasina/ and clicking on the project link. This link will take you to the advertised project folders on the City's Buzzsaw site, where the plans and contract documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Hard copies of plans and contract documents are NOT available at City offices. The major work will consist of the (approximate) following: UNIT 1: Section A-1(Water) 1,783 L.F. 1,160 L.F. Section A-2 (Water) 5,764 L.F. Section B (Sewer) 548 L.F. 3,730 L.F. 1,492 L.F. 2,909 L.F. 155 L.F. UNIT II: 48" Mortar Lined Polyurethane Coated Steel Pipe 36" Mortar Lined Polyurethane Coated Steel Pipe 12" PVC Pipe and all appurtenances 48" Sewer Pipe 36" Sewer Pipe 30" Sewer Pipe 27' Sewer Pipe 18" and 24" Depressed Sewer Pipe Section A (Storm Drain) 1,351 L.F. 6'X5' Single Box Culvert Storm Drain Line 513 L.F. 5'X5' Single Box Culvert Storm Drain Line Section B (Paving) 19,804 C.Y. of Unclassified Street Excavation 20,692 S.Y. of Concrete Street Pavement Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. Bid security is required in accordance with the Special Instruction to Bidders. 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. All addenda will be made available on-line with the contract documents. Contractors and/or suppliers are requested to register as plan holders on-line (on Buzzsaw site) in order to receive notifications regarding the issuance of addenda. It shall be the bidding contractor's sole responsibility to verify they have received and considered all addenda, prior to submitting a bid. Rev3-13-09 TPW NB-1 .. No NOTICE TO BIDDERS For additional information, please contact Jon Kroehler, PE, Engineer, Jacobs Engineering at Telephone Number: 817.735.6136 or by email: Jon.kroehlerna. iacobs.com , Carl T. DeZee, PE, - Engineer, Kimley-Horn and Associates, Inc. at Telephone Number: 817.335.6511 or by e-mail: carl.dezeepkimlev-horn.com , and/or Leon Wilson, PE, Project Manager, TPW Department at 817.392.8883 or by email: Ieon.wilson(@fortworthaov.ora . A pre -bid conference will be held on Wednesday, June 30, 2009 at 10:00 a.m., in the PMO Conference Room(2"d Floor City Hall). Bidders are encouraged to review the plans and specifications prior to the pre -bid conference. Advertising Dates: ~ June 18, 2009 June 25, 2009 • r A Rev 3-1 .-09 TPW NB-1 COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: Edwards Ranch Road Phase III — Paving, Drainage, Water, and Sewer Improvements City Project Nos. 00107 and 00242 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1:30 PM, Thursday, July 16, 2009 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Contract documents, including plans and specifications for this project may be obtained on-line by visiting the City of Fort Worth's Purchasing Division website at httr)://www.fortworthoov.ora/r)urchasinq/ and clicking on the project link. This link will take you to the advertised project folders on the City's Buasaw site, where the plans and contract documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Hard copies of plans and contract documents are NOT available at City offices. The major work will consist of the (approximate) following: UNIT I: Section A-1 (Water) 1,783 L.F. 48" Mortar Lined Polyurethane Coated Steel Pipe 1,160 L.F. 36" Mortar Lined Polyurethane Coated Steel Pipe Section A-2 (Water) 5,764 L.F. 12" PVC Pipe and all appurtenances Section B (Sewer) 548 L.F. 48" Sewer Pipe 3,730 L.F. 36" Sewer Pipe 1,492 L.F. 30" Sewer Pipe 2,909 L.F. 27" Sewer Pipe 155 L.F. 18" and 24" Depressed Sewer Pipe UNIT II: Section A (Storm Drain) 1,351 L.F. 6'X5' Single Box Culvert Storm Drain Line 513 L.F. 51X5' Single Box Culvert Storm Drain Line Section B (Paving) 19,804 C.Y. of Unclassified Street Excavation 20,692 S.Y. of Concrete Street Pavement Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. NOTICES All bidders will be required to comply with Provision 5159a of "Vemon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City of Fort Worth Ordinance no. 7400 (Fort Worth City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the employment practices. Bid security may be required in accordance with Special Instructions to Bidders. Rev 3113109 TPW CNB-1 COMPREHENSIVE NOTICE TO BIDDERS The City of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non -responsive. All addenda will be made available on-line with the contract documents. Contractors and/or suppliers are requested to register as plan holders on-line (on Buzzsaw site) in order to receive notifications regarding the issuance of addenda. It shall be the bidding contractor's sole responsibility to verify they have received and considered all addenda, prior to submitting a bid. Bidders must complete the PROPOSAL section, including the "Vendor Compliance to State Law", and submit these executed documents or face rejection of the bid as non -responsive. In accord with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in Cityof FortWorth 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, GOOD FAITH EFFORT FORM (with "Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City of Fort Worth business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the department to whom delivery was made. Such receipt shall be evidence that the City of Fort Worth received the Documentation. Failure to comply shall render the bid non -responsive. The water and sanitary sewer work must be performed by a contractor that is pre -qualified by the Water Department at the time of the bid opening. A general contractor, who is not pre -qualified by the Water Department, must employ the services of a subcontractor who is pre -qualified. The procedure for pre - qualification is outlined in the "Special Instructions to Bidders (Water -Sewer)". SUBMISSION OF BID AND AWARD OF CONTRACT This document is designed as two separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as two separate proposals and are arranged to allow the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is the apparent successful bidder. If the Contractor only submits a bid on one proposal and it is the lower proposed price total, the Contractor will be the apparent successful bidder for this individual proposal. In order to be considered the apparent successful bidder, the Contractor is required to submit a bid (including the appropriated M/WBE information). M/WBE goals have been provided for the individual units and combined units. The combined M/WBE goal will apply if the low bidder for Unit I and Unit II is the same contractor. The low bidder Unit II will be responsible for completing the rough grading associated with the roadway before the Unit I low bidder begins construction activities. There will be no remobilization paid to Unit I or Unit II contractor for the completion of the roadway grading in advance of the water and sewer construction. The contractors for Unit I and Unit II will be responsible for the coordination necessary to complete the roadway grading in advance of the water and sewer construction. Bidders are hereby informed that the Director of the Transportation and Public Works Department and the Director of the Water Department reserves the right to evaluate and recommend to the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth. Rev 3/13/09 TPW CNB - 2 COMPREHENSIVE NOTICE TO BIDDERS For additional information, please contact Jon Kroehler, PE, Engineer, Jacobs Engineering at Telephone Number: 817.735.6136 or byemail: ion. kroehlerQ..jacobs.com , Carl T. DeZee, PE, Engineer, Kimley-Hom and Associates, Inc. at Telephone Number. 817.335. 511 or by a -mail: carl.dezeenq kmley-hom.com , and/or Leon Wilson, PE, Project Manager, TPW Department at 817.392.8883 or by email: eon.wdson ..fortworthaov.orq . A pre -bid conference will be held on Wednesday, June 30, 2009 at 10:00 a.m., in the PMO Conference Room (2 Floor City Hall). Bidders are encouraged to review the plans and specifications prior to the pre -bid conference. DALE A. FISSELER, P.E. MARTY HENDRIX CITY MANAGER CITY SECRETARY By. Leon Wilso� P.E Transportation & Public Works Department Advertising Dates: June 18, 2009 June 25, 2009 Rev 3113109 TPW CNB-3 no .. SPECIAL INSTRUCTIONS TO BIDDERS 1) PREOUALMCATION REOUTREMENTS: All contractors submitting bids are required to be M. prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other �` documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the .. experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. 1110 c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non -responsive and will be rejected as wo such. e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or a expertise. f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. .. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. w 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails .n 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 rcinsurer 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 'F 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. 3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. _.-.09110/04 __1 ___ - - =. IWV 4. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: Ow (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 ow 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 Right to Audit, under paragraph L of Section C1: Supplementary Conditions To Part C — General Conditions, 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. ... The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the ..r City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. OWN 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower "* than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in 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. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the "OF bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is $25,000.00 or less, the contract amount shall be paid within forty- five (45) calendar days after completion and acceptance by the City. 9. AGE: 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 employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions - - 09/ 10/04 - 2 — — - - No Wr or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. a Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons 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, MW retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City ow harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors 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 employees of Contractor or any of its subcontractors. 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 .w or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In 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. a.• 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 of 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 than three (3) years. 12. FINAL PAYMENT. ACCEPTANCE AND WARRANTY: The contractor will receive full payment (less retainage) from the city for each pay period. _-- ___ 09110104 A .Rr b. aw d. e. VW y f. Payment of the retainage will be included with the final payment after acceptance of the project as being complete. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. The warranty period shall begin as of the date that the final punch list has been completed. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. 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. 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. -09JIO/04 or SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION AND PUBLIC WORKS) WW 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five (5%) 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 ow 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. w 2. PAYMENT. PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a am performance bond and a payment bond, both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253, Texas Government Code. " In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 a„ 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 aw the proof required herein. The City will accept no sureties who are in default or delinquent on any bonds or who have an interest in any litigation against the City. Should any surety on the contract be determined am unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. .. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. All contracts shall require a maintenance bond in the amount of one hundred percent (100%) of the original contract amount to guarantee the work for a period of two (2) years after the date of acceptance of the project from defects in workmanship and/or material. 10127104.1- ow 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. aw 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the wr proposal. 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a-29) prohibiting discrimination in employment practices. 6. WAGE RATES: 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 no 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. VW (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. MM (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. w• (e) The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 4M Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby deleted. 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. w 8. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury-$500,000 each person, $I,000,000 each occurrence ($2,000,000 aggregate limit); Property Damage - $250,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. ADDITIONAL INSURANCE REOUIREMENTS: 2- - - off 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. w 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. am w wr c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non -renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. ' f. Deductible limits, or self -funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. am g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. "m 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. .n i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary am 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 ow 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. am Contractor's liability shall not be limited to the specified amounts of insurance required herein. m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 10. NONRESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is lower MW 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. Im o. "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. wo "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. aw 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. w 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In a accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business .. enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM �•. (`with Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5.00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of -the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non -responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a minority business enterprise (MBE) and/or women business enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent ••. misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less that three (3) years. 12. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM, and/or the JOINT .. VENTURE FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within ninety (90) days after this documentation is received, but in no case will the award be made until all the responsibility of the bidder to whom it is proposed to award the contract has been verified. 13. PAYMENT: The Contractor will receive fiill payment (minus retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. - -- - - ----10/27104. ., ow 14. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the plans desk of the Department of Engineering o* Construction Division at (817) 871-7910. Bids that so not acknowledge all applicable addenda maybe rejected as non -responsive. 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a. Definitions: Certain of coverage ("certificate"), A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project -includes the time from the beginning of the work on the project until the contractor'slperson'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 'r regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide ... services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or toner services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. b. The contractor shall provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project, and provide to the governmental entity. (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and _ _ V27104 .- — _ _-- -_.S (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall post on each project site a notice, in the text, form and manner F' 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. I. The contractor shall contractually require each person with whom it contracts to provide ..w services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll w 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; ■o (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person beginning work on the �. project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and w for one year thereafter. (6) notify the governmental entity in wiring by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. .101271i}4 * --- 6 -- - - -- — -- - - aw j. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's �. compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. ,r 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. r 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 512440-3789 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 MR Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29). nrohibiting discrimination in emnlovment practices_ ae Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. w 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA'J, 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 w Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal state and local laws concerning disability and will defend indemnify and hold City harmless against any claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above -referenced laws concerning disability discrimination in the performance of this Contract. 19. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment (less retainage) from the city for each pay period. b. Payment of the retainage will be included with the final payment after acceptance of the project w as being complete. c. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. d_ The warranty period shall begin as of the date that the final punch list has been completed. e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city w 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. Um 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. w PROPOSAL — UNIT 1 TO: Mr. Dale A. Fisseler, P.E. City Manager Fort Worth, Texas FOR: UNIT 1: Water Main Extension from Hulen St. to Como Pump Station, Part 1 City Project No. 00242 Water Project No. P265-603140024283 Water/ Sewer Extensions for Stonegate Blvd. (Clearfork Main Street) in Fort Worth, Texas City Project No. 00107 Water Project No. P265-603170010783 Sewer Project No. P275-703170010783 Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment and materials necessary to fully complete all the work as provided in the plans and specifications and subject to the inspection and approval of the Director, Water Department of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance, Maintenance Bond, and Payment Bond approved by the City of Fort Worth for performing and completing the construction work within the time stated and for the following sum, to - wit: UNIT 1: SECTION A-1 (WATER) Water Main Extension from Hulen St. to Como Pump Station, Part 1 City Project No. 00242; Water Project No. P265-603140024283 Pay I CPMS I Estimated I Unit I Name of Pay Item with I Unit Bid I Amount 40 Item No. Quantity Unit Price in Words Price Bid 1. BID- 410 L.F. Pipe — Pressure — 36-inch (Mortar Lined - 00603 Polyurethane Coated Steel Pipe (Restrained) By Open Cut (All Depths) with Backfill Re: 34A 43. Per Item DA-121) — Install @ ' Dollars 0 $ `�a� $ ��� ��� And Cents Per Unit 2. BID - 26 L.F. Pipe —Pressure — 16-inch Class 250 Ductile 00592 Iron Water Pipe by Open Cut (All Depths) with,Bwackfill Re: 34/39 —/Install @ w l X / , hLijoil U iC Dollars And r)n Cents 00 S g o?J %S��°� Per Unit Rough grading of the proposed roadway will be performed by the Unit II contractor prior to Unit I construction. �' B 1 - 1(R) Pa CPMS Estimated Unit Name of Pa Item with Unit Bid Amount Y Y Item I No. Quantity I Unit Price in Words I Price I Bid 3. BID — 0.7 TON Pipe Fittings — Ductile Iron — Equal to or 00569 Greater Than 16-inch Ductile Iron Pipe — Install @ a 1 f'.%i" It Xl lY.h Dollars It ou And Cents Per Unit 4. BID - I E.A. Valve — 36-inch Resilient Seated Gate 00732 Valve with Vault Per Item DA-127, Re: 5/40 — Install @ liars/{y�c y $ ✓ And Cents Per Unit 5. BID - 1 E.A. Valve — 16-inch Flanged Resilient Seated 00719 Gate Valve with Vault Per Item DA-127, Re: 5/40 — Install @ ll And Cents $ COCO$ 1, 9 Per Unit - 6. BID - 1 E.A. Valve — 4-inch Combination Air Release 01154 and Vacuum Valve with Vault, RE: 155/41 Install @ Dollars And Cents d ! occ Per Unit 7. BID - 1 E.A. Valve — 8-inch Blow Off Valve Assembly 00748 with Vault Re: 18A/43— Install @ 1 '�I// Dollars T And no Cents Per Unit 8. BID - 200 S.Y. Topsoil and Hydromulching Per Item D-45 00134 @ 010 Dollars •'�- O / c And CW , Cents $ $ _ Per Unit 9. BID - 1 L.S. Cathodic Protection, per pipe material 00619 selected, Per Item DA-122 and Appendix @ 1��eyi t� illars And tw Cents Cif) Per Unit $/ ' `^'"�✓ $ Rough grading of the proposed roadway will be performed by the Unit II contractor prior to Unit I construction. B 1 - 2(R) W Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item ( No. Quantity I ( Unit Price in Words I Price I Bid 10. BID - 436 L.F. Trench Safety System 5-foot Depth — Install 00372 @ a:e Dollars And d Cents $ $ 6 Per Unit 11. BID - 200 L.F. Pipe — Pressure -Extra Depth Greater Than 00620 1-Foot (Depth Greater Than That Shown in the Construction Plans) �P Dollars $a And Cents Per Unit 12. BID - 100 L.F. Potentially Petroleum Contaminated 00145 Material Dollars And %L O Cents 3OX" $ $ Per Unit 13. BID - 150 C.Y. Loading, Transportation, and Disposal of 00145 Contaminated soil TU Dollars And Cents $ $ 3, 74`'' Per Unit 14. BID — 1 L.S. Storm Water Pollution Prevention Plan 00100 Greater than 1 Acre SWPPP — Install @ F!w_4h%b4 Dollars And 00 Cents Per Unit S Rough grading of the proposes roadway will be performed by the Unit 11 contractor prior to Unit I construction. moo, 7�a ( TOTAL: SECTION A-1 WATER) ()transfer Total to Page B1-13R) List of Ductile Iron Fittings for SECTION A-1 — WATER MAIN RELOCATIONS: Quantity of Fittings Size of Fitting Type of Fitting Weight per I ( Total Weight Fitting (lbs.) (lbs.) 1 36-inch x 16-inch Tee ,7715 1 16-inch x 16-inch Tee OD 7 0 1 16-inch 90 degree Bend 405 .�,[�S Total Weight - ( lbs. ( Tons) B 1 - 3(R) SECTION A-2 (WATER) Water/ Sewer Extensions for Stonegate Blvd. (Clearfork Main Street) City Project No. 00107; Water Project No. P265-603170010783 Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item No. I Quantity I I Unit Price In Words ( Price I Bid 1. BID- 5,764 L.F. Pipe — Pressure — 12-inch (PVC C-900 DR- 00591 14 Water Pipe by Open Cut (All Depths) with Backfill, RE: 34/39) — Install @ Dollars And n Cents $ a6 cc$1q9; �6 �°% Per Unit 2. BID- 20 L.F. Pipe — Pressure — 10-inch (PVC C-900 DR- 00618 14 Water Pipe by Open Cut (All Depths) with Backfill, RE: 34/39) — Install @ Dollars And 00 Cents Per Unit 3. BID- 40 L.F. Pipe — Pressure — 6-inch (PVC C-900 DR- 00616 14 Water Pipe by Open Cut (All Depths) with Backfill, R.E. 34/39) — Install @ Dollars And no J Cents ��ll Per Unit 4. BID- 11 E.A. Valve — 12-inch — (Resilient Seated) Gate 00717 Valve and box (Per Detail 2/38) — Install @ Dollars And no Cents $'bl0Glib " 11 $%7) 6W Per Unit - 5. BID- 8 E.A. Valve — 6-inch — (Resilient Seated) Gate 00745 Valve and box (Per Detail 2/38) — Install @ ,51* Dollars .. And �Cl Cents $ �Q $j��� Per Unit 6. BID- 3 E.A. Valve — I -inch Combination Air Release 00713 and Vacuum Valve with Vault — Install @ r 1lie.Q(a Dollars And Cents 5��"V $ �J} (���✓ Per Unit Rough grading of the proposed roaaway will be performed by the Unit II contractor prior to Unit I construction. 131 - 4(R) E7__J no wo Pa CPMS Estimated Unit Name of Pa Item with Unit Bid Amount Item I No. I Quantity I Unit Price in Words I Price ! Bid 7. BID- 8 E.A. ' Fire Hydrant (Per Detail 6b/40) - Install @ 00546 Dollars And nO Cents $ /j,� 0" Per Unit v��J�! 8. BID- 16 V.F. Fire Hydrant - Barrel & Stem Extension -- 00548 Ins N� jnr(* hu- �'ad Dollars And /1Q Cents $ �0,0 .. Per Unit 9. BID - 0.5 TON Pipe Fittings - Ductile Iron - Equal to or 00569 Greater Than 16-,iinnchDuctile Iron Pipe - I Ie.-�-1IQh ollars /may J L/oWo And � t0 Cents $-]" Per Unit 10. BID - 10 TON Pipe Fittings - Ductile Iron - Less Than 16- 00568 inch Ductile Iron Pipe - Install @ AVON(ars oo� And 41 C) Cents S3�" Per Unit 11. BID- 11,100 S.Y. Topsoil and Hydromulching Per Item D-45 00134 @ Dollars And Cents p Per Unit $ D?S S 12. BID - 5,794 L.F. Trench Safety System 5-foot Depth (Per 00372 Item D-26) - Install @ Dollars 00 /y � And /% O Cents S '� $ 7 % Per Unit 12. BID - 1 E.A. Water - Cut and Plug Existing Water Line 00367 (At Different Locations Other Than Proposed Water Im�proov�em_e/nts)) - Abandon l /l ��i / I[11C1i(1R� ?7°Mars And Cents n✓ Per Unit S S Rough grading of the proposed roadway will be performed by the Unit II contractor prior to Unit I construction. ))�� 4�j% Or% TOTAL: SECTION A-2 (WATER) $ 060f.6I3 (Transfer Total to Page B1-1311) Bl - 5(R) m List of Ductile Iron Fittings for SECTION A — WATER MAIN RELOCATIONS: Quantity of Fittings I Size of Fitting I Type of Fitting I 12-inch x 12-inch 3 12-inch x 10-inch 4 12-inch x 6-inch 3 10-inch x 6-inch 18 12-inch 2 12-inch 2 12-inch 1 16-inch x 12-inch 2 16-inch 3 12-inch 2 8-inch 1 16-inch 1 12-inch 1 8-inch Total Weight 5 lbs. Cross Tee Tee Tee 45 de�'ee Bend 22.50 degree Bend 11.25 degree Bend Reducer Plug Plug Plug Cleaning Wye Cleaning Wye Cleaning Wye I 131 - 6(R) Weight per Total Weight Fitting (lbs.) pbs.) VU ( UU liq iL 1 l� a Tons) SECTION B (SEWER) Water/ Sewer Extensions for Stonegate Blvd. (Clearfork Main Street) City Project No. 00107; Sewer Project No. P275-703170010783 Pay I CPMS I Estimated I Unit I Name of Pay Item with I Unit Bid I Amount Item Number Quantity Unit Price in Words Price Bid 1. BID- 170 L.F. Pipe — Casing — 54-inch (Steel Casing by 01133 Other than Open Cut with 36" Pressure Class 200 Ductile Iron Pipe with Protecto 401 Interior Lining by Open Cut and Stainless Steel Spacer Per Item DA-6) — Install @ 5euiwi hQndmJ Dollars And � Cents $ 7�0 �! -- Per Unit 2. BID- 548 L.F. *Pipe— Sewer — 48-Inch (By Open Cut with 00309 Backfill, RE: 34/46) -- Install @ C�KAAt&4iol - 60 1 And 4 U Cents Wit- -- I u Per Unit 3. BID- 72 L.F. *Pipe — Sewer— 42-Inch (By Open Cut with 00121 ackfill, RE3np, U.IA�C�l6) — I tall @ ears And Cents Per Unit 4. BID- 2,883 L.F. *Pipe — Sewer — 36-Inch (By Open Cut with 00121 ackfiill, RE: 34/46) — I till @ (]�k % lars And U K3 Cents jj �.'►+r/J Per Unit 5. BID- 1,335 L.F. Pipe — Sewer — 36-Inch (Pressure Class 200 00300 Ductile Iron Pipe with Protecto 401 Interior Lining and Polyethylene Encasement by Open Cut with Backfill, RE: 34146) — Install FiN r *1ars $ 2 f� s 1 And ✓�.� Cents IUJ-0 Per Unit Rough grading of the proposed roaaway wi 1 be performed by the Unit II contractor prior to Unit I construction. * Contractor must complete the City approved product form at the end of this section. .. B I - 7(R) N" Pa CPMS Estimated Unit Name of Pa Item with Unit Bid Amount Y Y Item I Number Quantity I Unit Price in Words I Price I Bid 6. BID- 1,492 L.F. *Pipe — Sewer — 30-Inch (By Open Cut with 00121 Backfill, RE: 3,4�/46) — Install @ d Nam' �GlAj?_k, ' o rs J And Cents $, Per Unit 7. BID- 450 L.F. Pipe — Casing — 42-inch (Steel Casing by 01088 Open Cut with Stainless Steel Spacer Per Item DA-6) — Install @ TWil'1s r�S%llars And Cents Per Unit 8. BID- 2,922 L.F. *Pipe — Sewer — 27-Inch (By Open Cut with 00121 Aackfill, RE: 34/46) — Instill @ nUkUj4d/ o lal rs And UU1 Cents Per Unit 9. BID- 155 L.F. *Pipe — Sewer — 24-Inch (Depressed Sewer 00121 Pipe By Open Cut with Backfill, RE: 34/46) — Install @ TWO bwl&rj� llars And Cents Per Unit 10. BID- 155 L.F. *Pipe — Sewer — 18-Inch (Depressed Sewer 00121 Pipe By Open Cut with Backfill, RE: 34/46) — Install @ hllars And ' r`F" Cents Per Unit IL BID- 790 L.F. Pipe —Sewer — 10-Inch (SDR-26 PVC 00228 Sanitary Sewer Pipe by Open Cut (All Depths) with Backfill, RE: 34/46) — Install $/17"" $IWS' 9,222w $ aao°° $ 34 ��o� Dollars $ � 2 � $ 't 17�✓ ha And Cents Per Unit Rough grading of the proposed roacway will be performed by the Unit H contractor prior to Unit I construction. * Contractor must complete the City approved product form at the end of this section. .� B 1 - 8(R) Pay j CPMS I Estimated I Unit I Name of Pay Item with I Unit Bid I Amount Item I Number Quantity Unit Price in Words Price Bid 12. BID- 354 L.F. Pipe — Sewer — 8 Inch (SDR-26 PVC 00350 Sanitary Sewer Pipe by Open Cut (All Depths) with Backfill, RE: 34/46) — Install @ Dollars $ ao�' s 7 08 And n i� Cents Per Unit 13. BID- 1 E.A. Manhole — Sanitary Sewer Siphon Inlet 00368 Structure (Detail Sheet 56) — Install @ C ollars And M_ Cents Per Unit 14. BID- 1 E.A. Manhole — Sanitary Sewer Siphon Outlet 00369 Structure (Detail Sheets 57) — Install @ e ACUollars And Cents Per Unit 15. BID- 3 E.A. Manhole — Junction Sanitary Sewer 00203 Structure Per Item D-27 — Install @ rs O �rl And Cents $ � Per Unit 16. BID- 3 E.A. Manhole — Modified Type "A" 5-foot 00950 Diameter Per Item D-27— Install @ �� Wnn LLS C7 1t-1 Dollars �✓ And ib Cents $ ! s 3,31 Per Unit 17. BID- 21 E.A. Manhole — Std 6-Foot Diameter (to 6-Foot 00948 Depth) Per Item D-27 — Install @ c ]tars q And n Cents ��✓ R Per Unit r Rough grading of the proposed roadway will be performed by the Unit II contractor prior to Unit I construction. 131 - 9(R) No no Pay CPMS I Estimated I Unit I Name of Pay Item with I Unit Bid I Amount Item Number Quantity Unit Price in Words Price Bid 18. BID- 5 E.A. Manhole — Std 4-Foot Diameter (to 6-Foot 00213 Depth) Per Item D-27 — Install @ , — Ole h �4llars ri ^ $ C ( `-v l0 And Cents $ Per Unit 19. BID- 338 V.F. Manhole-Std 6-Foot Diameter -Added Depth 00949 (over 6-Foot Depth) Per Item D-27 — Install hUl&di Dollars Ul nQ doo And Cents $ $ oQ� Per Unit 20. BID- 49 V.F. Manhole-Std 4-Foot Diameter -Added Depth 00214 (over 6-Foot Depth) Per Item D-27 — Install J( $ �✓ 7� And n D Cents Per Unit 21. BID — 625 V.F. Manhole — Paint & Coating — Interior 00211 Protective Coating (Per Item DA-11, DA-14 or DA-15) — Install @ TWQ t61 Dollars And /10 Cents 010� Per Unit $ 22. BID — 27 E.A. Collar — Manhole (Per Item D-27) — Install 00196 @ :]�a hurdad-" Dollars And Cents�� Per Unit 23. BID — 34 E.A. Manhole — Vacuum Test (Per Item D-36) — 00217 Services @ 0e,ClAy Dollars And n,Q Cents S $ 5 /C"� Per Unit I Rough grading of the proposed roacway will be performed by the Unit II contractor prior to Unit I construction. B 1 - 10(R) Pa CPMS Estimated Unit Name of Pa Item with Unit Bid Amount Item I Number I Quantity I I Unit Price in Words I Price I Bid 24. ' BID - I E.A. ' Sewer - Cut and Plug Existing Sanitary 00367 Sewer Line (At Different Locations Other Than Proposed Sanitary Sewer Improvements) - Abandon @ c .. Dollars An 0 Cents V gw°�- Per Unit SSW $. r. 25. BID - 670 L.F. Inspection - Pre -Construction Cleaning & 00202 TV (Per Item D-35) - Study @ TWO WO Dollars .. And n O Cents 0 a o� _ Per Unit $ $ 26. BID - 10,781 L.F. Inspection - Post Construction Cleaning & 00201 TV (Per Item D-38) - Study @ -T= Dollars And n n Cents 0 C o� �' Per Unit $ $ 27. BID - 32,700 S.Y. Topsoil and Hydromulching Per Item D-45 00134 @ �O Dollars And Cents -► $ D �-' `r Per Unit $moo _ 28. BID - 5 E.A. Abandon Existing Sanitary Sewer Manhole 00205 Per Item DA-133 @ � e a r. h + hH&W Dollars AnV no Cents 8lo°" A4 t..l.(_, _ Per Unit $ $ - 29. BID - 500 L.F. Pipe - Pressure - Abandon (Existing 30- 00587 inch Sanitary Sewer Main Filled with Cement Slurry Per Item DA-134) @ _SS-1C Dollars And %r0 Cents $ 6 3 ODD Per Unit $ - 30. BID - 380 L.F. Pipe - Pressure - Abandon (Existing 24- 00587 inch Sanitary Sewer Main Filled with ,.. Cement Slurry Per Item DA-134) @ ' Dollars And 1iQ Cents l��i 5 7CO Per Unit $ $ Rough grading of the proposed roac way will be performed by the Unit II contractor prior to Unit I construction. B 1 - I I (R) Pa CPMS Estimated Unit Name of Pa Item with Unit Bid Amount Item I Number I Quantity I I Unit Price in Words I Price (Bid 31. BID — 1 L.S. Storm Water Pollution Prevention Plan 00100 Greater than 5 Acres � SW�PPP -- Install @ Roe S, �Dollars And /) C7 Cents s4- Per Unit 32. BID — 40 L.F. Permanent TRWD Gravel Trail Repair (RE: 00121 143/42) @ 1;;t) Dollars And M Cents , O c= $ � c,� Per Unit $ 33. BID — 10,724 L.F. Trench Safety System 5-foot Depth (Per 00372 Item D-26) — Install @ &Q Dollars Y And n Cents $ 1 �" $ �V %- Per Unit 34. BID — 70 L.F. Concrete Encasement (Per Item D-49 and 00841 DA-50) — Install @ VAOCOV Dollars C/o And 6 % o Cents S $ Per Unit 35. BID — 100 C.Y. Channel — Trapezoidal — Replacement (Per .. 00064 Item DA-40) @ iQxkrhur&�dn;n94Knarss And Cents S rT ! S Per Unit 36. BID — 100 L.F. Potentially Petroleum Contaminated 00145 Material Handling Per Item DA-37 @ -114� Dollars on o� And Cents $ Per Unit 37. BID — 150 C.Y. Loading, Transportation, and Disposal of 00145 Contaminated Soil Per Item DA-38 @ li% Dollars And Cents S � Per Unit Rough grading of the proposed roadway will be performed by the Unit II contractor prior to Unit I construction. TOTAL: SECTION B (SEWER) S (Transfer Total to Page BI-13R) B I - 12(R) L CITY APPROVED PRODUCT FORM for Section B: Water/ Sewer Extensions for Stonegate Blvd. (Clearfork Main Street) City Project No. 00107 *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPECIFICATION NO. PIPE SIZE E1-06 with Protecto 401 Interior Lining 18" thru 48" t✓ DA-130 (Fiberglass Sewer Pipe) 27" thru 48" Consult the "City of Fort Worth, Texas standard Product List" to obtain the Generic/Trade Name and the Manufacture for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non -responsive. Only products or methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non -responsive. UNIT 1 - SUMMARY OF BIDS SECTION A-1 (WATER) SECTION A-2 (WATER) SECTION B (SEWER) UNIT 1 - TOTAL: (SECTION A-1 + SECTION A-2 + SECTION B) $ a4o, 74a 00 $ $ 3 / 1221100 51 (Transfer Total to Page BII-12(R)) (Award of contract, if made, shall be to the overall responsible low bidder.) B1-13(R) .r PROPOSAL MATERIAL SUPPLIER INFORMATION FORM — 36-inch Water Pipe MORTAR LINED POLYURETHANE COATED STEEL PIPE The steel pipe and valve supplier information form bound with this project manual shall be provided by the Contractor at the time that bids were submitted. Name of Manufacturer Type�P, Home Office Address of Manufacturer (3(&d Tv, Location of plant in which pipe and fittings are to be manufactured MATERIAL SUPPLIER INFORMATION FORM — 16, 12, 8 and 64nch Water Pipe DUCTILE IRON PIPE _ The ductile iron pipe and valve supplier information form bound with this project manual shall be provided by the Contractor at the time that bids were submitted. Name of Manufac er Type of Pipe 1 goo Manufacturer �I e ste.-Tw bD4= C�ro� LL 6� Home Office Ads of TV ky, Location of plant in which pipe and fittings are to be manufactured PVC PIPE The PVC pipe and valve supplier information form bound with this project manual shall be provided by the Contractor at the time that bids were submitted. INC Name of Manufacturer Type of Pipe Home Office Address of Manufacturer Location of plant in which pipe and fittings are to be manufactured B 1 - 14(R) "0 PROPOSAL .. Within ten (10) days of notification by City, the undersigned will execute the formal contract and deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this Contract. The attached bid security in the amount of S. '67,0 G1�6 is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth as liquidated damages for the delay and additional work caused thereby. The undersigned bidder verified that he has obtained at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents, and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing of referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by the 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 (Unit 1) by 300 calendar days as set forth in the written work order to be furnished by the Owner. The work order will be issued no later than 90 days after the award of the contract and shall be in accordance with DA46 Recommended Sequence of Construction. A. The principal place of business of our company is in the State of Non-resident 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. /B. Theprincipal lace of business of our company or our parent company or majority owner is in the P P Y P P Y J h' State of Texas. Receipt is acknowledged of the followipQ addenda: Addendum No. I (initials) Addendum No. 2 (initials) Addendum No. 3 (initials) _ Adtc�a�dsam No. y Respectfull bmitted, By: Name: Title: QDe(' dm6' Address: -5 P -U**- V_'7�7(L (SEAL) if Bidder is Corporation Telephone: IS (T , 57Q 3303 Date: B1-15(R) VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by he same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or nonresident bidders in order for your bid to meet specifications. The failure of out-of-state or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident vendors in (give State), our principal place of business, are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. Q/ ILL J�c�cn Coo-studrwi Lwy: Lam I tf • •. print) �L�CJde, Signature: Address President of JCI Partners, Title; Inc., General Partner City/State/Zip T (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION s PROPOSAL - UNIT II This proposal must not be removed from this book of Contract Documents. TO: Mr. Dale A. Fisseler, P.E. City Manager Fort Worth, Texas PROPOSAL FOR: Paving and Drainage Improvements for Edwards Ranch Road and Clearfork Main Street in Fort Worth, Texas TPW PROJECT NO. C221-303230010783 CITY PROJECT NO. 00107 FILE NO. K-2042 X NO. 20775 Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to he done, and hereby proposes to do all the —. work and furnish all labor, equipment and materials necessary to fully complete all the work as provided in the plans and specifications and subject to the inspection and approval of the Director, Transportation and Public Works Department of the City of Fort Worth. .r Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance, Maintenance Bond, and Payment Bond approved by the City of Fort Worth for performing and completing the construction work within the time stated and for the following sum, to - wit: M. BII-1(R) ` UNIT II SECTION A (STORM DRAIN) City Project No. 00107; TPW No. C221-303230010783 _ Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item No. Quantity Unit Price in Words Price Bid 1. BID- 877 L.F. 21" RCP Class III 00081 ` Dollars & -l^. Cents per Linear Foot $ Vo $ _ ✓b 2. BID- 987 L.F. 24" RCP Class II 00082 ` Dollars & �• Cents per Linear Foot a. $ $37 3. BID- 78 L.F. 30" RCP C ss III 00083 Dollars & f1 1 Cents per /, ono ` T-T , / Do Linear Foot $ $ ✓'T�b.� 4. BID- 802 L.F. 36" RCP Class III 00085 S° Dollars & J']p Cents per / � 63 Linear Foot $ $ 5. BID- 328 L.F. 3 "RCP Class III 01101 Dollars & §(�,Cents per Linear Foot $ 78 co ��d, $ ^ 5 'f 6. BID- 328 L.F. 9' x 6' SBC Jh('P&� hUn4f8JDollars & 00894 Cents per Linear Cy (4� Foot $r_, $ ..Y§ 7. BID- 281 L.F. 8' x 5' SBC 00889 Cents per �3 % w t2 / 7� Linear Foot $ $ ✓5G 8. BID- 1,333 L.F. 6',x 5' kBC 00881 s& �n Ce s per Linear Foot $ /Q $ Z3,27720-0 BD-2(R) Pay CPMS Estimated Unit i Name of Pay Item with Unit Bid Amount Item No. Quantity Unit Price in Words Price Bid 9. BID- 533 L.F. ' x 5' SBC 00878 ars & i2dSI *ents _WQ per / Linear Foot $ ' (�0 $ O 5 10. BID- 96 L.F. '-2-j�-6.,r' xp�3' BC r&*��� fa 00898 �e I Cents per o0 Linear Foot $ 333 '� Q/ $ 31 6:�. 11. BID- 241 L.F. -6' x 3' BC 00898 iap— no Cents per $ $ /3 Sr J .� .51olm— Linear Foot 12. BID- 1 Ea. 3-6' x ' MBC FW-0 Peadwall 00069 n Cents per 8 ,00 41 Each $ $ 13. BID- 1 Ea. 26'-8"X13' Junction Box With 00899 Manhole Fiser s& Cents per $l-�r � IV TT� $ 4*�o Each 14. BID- 1 Ea. 16'-8"X9' JunctionBox With 00899 Manhole seC1��i dd� n0 Cents per O% $ DDY°� Each zo 15. BID- 24 Ea. Standard 10' Curb Inl t 00106 & rin Cents per �j�� Each $ oC.-/ V(.J �fc� $ (p q 16. BID- 1 Ea. 4' square Manhol 00117 ha&4 & it O Cents per 2 0o Each $ 3/x. ' $ 3 !w ✓ 17. BID- 4 Ea. 4' iameter Manho e Ri 00115 Cents per Each $ / J75 °".' LL// ,�,� T $ 7o BII-3(R) Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item No. Quantity Unit Price in Words Price Bid 18. Bid- 3 Ea. 4' C 4' Dro Inlet 00104 & (10 Cents per Eachoo $ 19. BID- 00051 1 Ea. Contech Vortechs Model 16000 or ° e4j1h"Y`h/tvD-ff �'Q((� UI� �1 ���� Liollars & .. Cents per Each �� o, $ $ 20. BID- 5 C.Y. nforced Concrete Apron 00069 hUyArVA Dollars & ilc0 Cents per $ o'er $ y Cubic Yard i 21. BID- 25,661 C.Y. rich Excavation and Backfill 00101 Dollars & i1O Cents per Cubic Yard o $ 22. BID- 5,884 L.F. afety 00372 , Dollars & np, r 1V Cents per Linear Foot $ ' ✓ $ (30 T TOTAL AMOUNT BID SECTION A (STORM DRAIN) $ (Transfer Section A Total to Page BII-11) M w BII-4(R) SECTION B (PAVING) City Project No. 00107; TPW No. C221-303230010783 Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item No. Quantity Unit Price in Words Price Bid 1. BID- 24,413 C.Y. Unclassified Street Excavation 00144 Including Rough Grading 6juc ' Dollars & Cents per d Cubic Yard$3r6." JZ) 2. BID- 8,000 C.Y. DYptnage Swale Excavation MEd 00062 1(AX) Dollars & Cents per c}o o. Cubic Yard $ `� $ �3�`� 3. BID- 41,250 S.Y. HyAromulch 000134 Dollars & ,s1 Y1V Cents per Square Yard / $ $ 7a 4. BID- 20,692 S.Y. 8" Reinforced Concrete Street 00429 Eamement ^t I I L14 1" WC, Dollars & no Cents per $ 0k[T1 $ Square Yard 5. BID- 22,120 S.Y. 6" Lime Stabilized Subgrade 00498� Dollars & ents per D5 °o Square Yard $ $ r-0b 7 / U cmd 6. BID- 387 Ton Llydra d Li (35 / Y., - ° 5 3 / 4 �� �Gtpe 00496 _ r Cents per .. Ton $� $ 7. BID- 22,120 S.Y. 4"Asphaltic Concrete Pavement, 00430 OT Type B 1('' Dollars & Cents per $ 13 $ a�✓ _ Square Yard 8. BID- 6,225 L.F. 7" oncrete Curb 00843 Dollars & � Ii0 Cents per Linear Foot $ / $ 6.' BII-5(R) Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item No. Quantity Unit Price in Words Price Bid 9. BID- 312 L.F. 6" ncrete Curb 00842 Dollars & Cents per Linear Foot �p $ , 5D /�Q o0 $o3,6C 10. BID- 370 L.F. 6" ountable Concrete Curb 00842�! Dollars & Q� Cents per $1©%Jr $ 3 / 771 5 Linear 11. BID- 5,925 L.F. 2" ncrete Curb 00423 Dollars & ` Ov Cents per $ $ Linear Foot 12. BID- 17,850 L.F. Si ' o�Joint Sealing 00469 Dollars & i try►/ 4(ECents per 13� f L� 0 �j ti,� : f Linear Foot $ / $ !/ 13. BID- 105 S.Y. 4" Concrete Cut Thru at Median Island 00528 P Dollars & _ } Cents per CJ �1 %S CJ 5 73' Square Yard 1 $ $ 14. BID- 16 Ea. B rTier, Free amps 00532 Cents per Each �p�� $ o /� / ty � $ (�l� Zoe 15. BID- 298 L.F. Consiruct Concrete Header 00462 Dollars & ents per 8as .� $ $ Linear Foot 16. BID- 298 L.F. E d,of RRoo d �Barricade ( �11l'(.,Dollars & 00501 / —40 Cents per Linear Foot $ w/ $ BII-6(R) w L:: s Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item No. Quantity Unit Price in Words Price Bid 17. BID- 11,550 S.F. Pavers in Median on Reinforced 00465 Co to Base M_ oe, Dollars & 4 q Necents per Square Foot �76 $ ..� $ �✓q/ �--� 18. BID- 1 L.S. Pavement Striping and Pavement 00440 lin s � n Cents per Lump Sum~'$ p p� 37 19. BID- 1 L.S. Tpffic — Warning - ns 01024 llars & Cents per $°- $ Lump Sum 20. BID- 60 S.Y. Remove Existing Concrete 00457 ik Trail TM Dollars & J nd Cents per Square Yard pa $ %� t „ $ (FO 21. BID- 90 S.Y. Remove Existing Gravel 00418 Pede stnan Trail � Dollars & c kCents per 316JD Squar ar $ $ 22. BID- 365 S.Y. 4" Temporary Asphalt 00430 a ike T •ail ollars & Cents per Square Yard $ $ t7 23. BID- 60 S.Y. 6" Reinforced Concrete 00429 P t % ' �l Dollars & 441 Cents per Square Yazd �� $ 6 Q� flj $ , ` 24. BID- 90 S.Y. G edestrian Trail 00527 gel Dollars & 040 Cents per Square Yard o $ l3✓ $ BD-7(R) Md i M i Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item No. Quantity Unit Price in Words Price Bid 25. BID- 1 L.S. JLaffic Control (Trinity Trails r 00526 tioehued no Cents per Lump Sum $575 — $ v 75 26. BID- 1 L.F. Remove & Replace Existing 00127 bed Wine Fencg ^�� %a ftU ' s no Cents per � $ ��j o✓ $ 17�✓ Lump Sum 27. BID- 200 L.F. Remove & Replace Existing 00127 Barbed Wire Fence (Trinity Tzails) Dollars & 1V Cents per $ 7 f $ / GTLkJ Linear Foot ,f 28. BID- 1 L.S. move E istin Iee 00183 h-Vs _D Cents per $ Q`700 $ �0J Lump Sum U l 29. BID- 1 L.S. P tect Ex' ting Tr es /`� 00183 ����,� 1 it Ttl Cents per $ OkLE:20 $ AQ"Wiz 0,% Lump Sum Q_ 0 U 30. BID- 990 L.F. "S chedule 80 PVC Conduit 00382 I Dollars & Cents per $ $ lo✓ 3 �`� of Linear Foot 31. BID- 1 EA. Project Designation Sign 01024 Three Hundred Dollars & Zero Cents per $300 .09 $300 ,00 Each 32. BID- 6,875 C.Y. 6" Imported Topsoil (As 00147 Directed By Engineer) Dollars & Cents per $15.00 $103,125 i0a Cubic Yard BII-8(R) Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item No. Quantity Unit Price in Words Price Bid 33. BID- 1 EA. Adjust 3i " Gat Valy Vj 00752 & Cents per Each $350 $350 .O 6 34. BID- 1 EA. A ' Uo6" Gate ValvON& 00752 Cents per .. Each $350 $350 1pt 35. BID- 3 EA. A4just 12" Gate Valve o91�� 00752 Il, --ap Cents per $350 $1,050 Each ,. 36. BID- 7 EA. A&st Sewer Manh le gm 00849 jornp, 7 -JOD Cents per $350 $2,450 .00 Each 37. BID- 1 L.S. Installation/Maintenance of 00100 Storm Water anpSement & 10 Cents per Lump Sum $ $ TOTAL AMOUNT BID SECTION B (PAVING) $ (Transfer Section Total td Page Bll-i p 1),3,0, o 3 �'.' no ow BII-9(R) U SECTION C (STREET LIGHTS AND CONDUIT) City Project No. 00107; TPW No. C221-303230010783 Pay CPMS Estimated Unit Name of Pay Item with Unit Bid Amount Item No. Quantity Unite Price in Words Price Bid 1. BID- 6 Ea. Street Lights 2-250 Watt on 1 Pole 00398 ( arruc 'ghti n no Cents per a Each $5�ou , $ � M P 2. BID- 6 Ea. Type 2 Foundation with Anchor 00398 13,01tsthehu - ri6 Each f1$ 1 �o 0 Cents per u $ q � " — — 3. BID- 3,350 L.F. 3.A4, 1#8G in 2" Schedule 40 PVC 00382 ulojop Dollars & 130 Cents per `g oa � � c Linear Foot $ Jo" $ ' l7(J `� 4. BID- 250 L.F. 10" Ste 1 Ca 'ng Pipe 01108 Dollars & 0 —i p Cents per $� $ 8 0 �✓ Linear Foot 5. BID- 250 L.F. 6" Schedule 80 PVC 00382 Dollars & ,t.[A o� Cents per $ N $ /0J w fll� Linear Foot 6. BID- 1,500 L.F. 4" Schedule 80 PVC 00382 Dollars & Cents per $ / O. 0 $ Linear Foot 7. BID- 6 Ea. 11 Box 00382 s Cents per a, Each $ 5�' $ TOTAL AMOUNT BID SECTION C (STREET LIGHTS AND CONDUIT) $ II f,qpZ �Y (Transfer Section C Total to Page BII-11) BD-10(R) r w UNIT II SUMMARY OF BIDS SECTION A (DRAINAGE) Total — Drainage SECTION B (PAVING) Total — Paving $_ 114 0 a SECTION C (STREET LIGHTS) Total — Street Lights $ I I�� /y, UNIT II CONSTRUCTION TOTAL Unit II (Section A + Se Section C) ) (Transfer Unit II Total to Page BII-12) BH-1](R) .. UNIT I AND II SUMMARY OF BIDS *UNIT I TOTAL = $ 3" ! � 160. n *UNIT II TOTAL = $ c�/ jJ G J9 b34 5 TOTAL UNIT I AND UNIT II = $9'_ i0q'm-(0q_ *THESE TOTALS ARE TO BE READ AT BID OPENING CONTRACTOR shall, if applicable, identify the pre -qualified sub -contractor who shall install water and/or sanitary sewer facilities. Pre -qualified sub -contractor for water and/or sanitary sewer installations. Bn-12(R) I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1,(Initials) Addendum No. 3 (Initials) Addendum No. 2 (Initials) Addendum No. 4 (Initials) Respectfully submitted, (Seal) Date: Title � rtyz �OAC1S Address '5k`a sin F+. t)ox--M ,-tic 7 (0 t I Telephone: B11-14(R) .. PROPOSAL (cont.) s .. W� Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set fortb, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specificztions for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency'in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract (Unit I and Unit II) within Four Hundred — Fifty (450) Calendar Days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. v BD-15(R) I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 3 (Initials) Addendum No. 2 (Initials) Addendum No. 4 (Initials) Y as (Seal) Date: as am Respectfully submitted, Address Rul�k IX Telephone: 813 57a Sam fY BD-16(R) VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or nonresident bidders in order for your bid to meet specifications. The failure of out-of-state or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident vendors in (give State), our principal place of business, are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. Q� . 0 . s�Olaj aBy: 0e. �t-troh Company ('lease print) -C� Jc� Signature: 'w Address !T•J_&IqTitle: City/State/Zip W(Ple�aseprint THIS FORM MUST BE RETURNED WITH YOUR QUOTATION MW r FORT WORTH we City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the MIWBE goal is applicable. If the total dollar value of the contract is less than $25,000, the MNVBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/W BE) 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. -w I M/WBE PROJECT GOALS The City's M/W BE goal on the project is 20% for Unit II (Pavino & Drainage) of the total bid. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are comply with the intent of the City's MIWBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, 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 the managing department and obtain a date/time receipt. Such receipt shall be evidence that the City received the'documentation in the time allocated. A taxed 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. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no M/WBE participation: opening date, exclusive of the bid opening date. 14. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid _ perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/W BE Office at (817)392-6104. Rev. 11 /11 /05 .w FoR,r WOR'i'H City of Fort Worth Subcontractors/Suppliers Utilization Form ATTACHMENT IA Page 1 of 4 PRIME COMPANY NAME: Check applicable block to describe prime Jackson Construction, Ltd. I J PROJECT NAME: I I MNV/DBE I XI NON-MNV/DBE Edwards Ranch Road Phase III Unit II P & D — — BID DATE - 8/6/09 City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER _ 20 20 % Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications M/WBEs listed toward meeting the project goal must be located In the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2"d 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 (M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, including M/WBE owner -operators, and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Rev. 5130103 ATTACHMENT 1A Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification N SUBCONTRACTOR/SUPPLIER check one ► o Company Name o T " Detail Subcontracting Detail Supplies Dollar Amt. Address T T x M Work Purchased Telephone/Fax i E M w R o e e c o W e R E E A T E J/M Materials, Inc. ^ P. O. Box 496 Alvord, Texas 76225 800-856-8733 _ 940-427-2789 1 X Rock $ 93,230.00 J/M Materials, Inc. P. O. Box 496 Alvord, Texas 76225 800-856-8733 940-427-2789 1 X Sand $ 72,163.00 J/M Materials, Inc. P. O. Box 496 Alvord, Texas 76225 800-856-8733 Hauling by Dump ^ 940-427-2789 1 X Truck $ 29,430.00 Green Scaping 8917 Hawk North Richland Hills, TX 76180 817.577.9299 817.577.9331 1 X Hydromulch $ 18,150.00 Green Scaping 8917Hawk North Richland Hills, TX 76180 817.577.9299 817,577.9331 1 X Landscape/Brick Pavers $ 44,929.50 Premier Paving, Ltd. PO Box 1554 .. Colleyville, Texas 817.773.9902 817.542.0119 1 X Asphalt Paving $ 259,436.50 Buyers Barricades 3705 E. 1 st Street Fort Worth, Texas 76111 817.535.3939 Traffic 817.831.7171 X Control/Barricades $ 8,225.00 Independent Utility Construction 5109 Sun Valley Drive -� Fort Worth, Texas 76119 817.478.4444 817.330.0078 X Electrical/Lighting $ 79,452.00 Southern Star P. O. Box 961094 Fort Worth, Texas 76161 972-621-0345 X Concrete Redi-mix $ 38,030.00 ATTACHMENT 1A SUBCONTRACTOR/SUPPLIER Certification (check one) N o Company Name N C T n Detail Subcontracting Detail Supplies Dollar Amt. Address T T x M Work Purchased Telep hone/Fax i M R O E B B C O B R E E A T E MMG Disposal 1400 Bradley Lane Carrollton, Texas 75007 214-208-2600 817-509-0495 X Portable Toilets $ 520.00 Tren Tech Company 828 Howell Drive t Coppell, Texas 75019 972-304-2171 972-304-2171 X Trench Safety Design $ 500.00 White Cap Construction Supply .. P. O. Box 2455 Fort Worth, Texas 76113 817-332-4117 Miscellaneous .. 817-429-2852 X Materials $ 3,000.00 CMC Construction Services PO Box 121133 .. Dallas, Texas 75312 877.297.9111 X Steel/Rebar $ 31,415.00 Beall Lime Services 1001 W. Euless Blvd. Euless, Texas 76040 817.835.4058 817.835.4044 X Lime $ 48,762.00 Contech Construction Products 200 Enterprise Drive — Scarborough, ME 04074 877.907.8676 207.885.9825 X Pipe & Pipe Fittings $ 60,000.00 G&GSaw &Seal 4008 Forest Lawn Balch Springs, Texas 75180 214-882-0200 X Joint Sealing $ 21,171.00 Storm Water Management PO Box 16406 Fort Worth, Texas 76162 817.975.9307 866.228.1586 X Erosion Control $ 12,154.00 Hanson Pipe & Products P. O. Box 120001 Dallas, Texas 75312 214-525-5898 X RCP Pipe & Fittings $ 527,538.00 Metroplex Pavement Markings 1303 Jelmak Avenue Grand Prairie, Texas 75050 972.399.3500 Pavement 972.313.0059 X Markings/Striping $ 34,606.00 WE M ' FORl WORTH Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 517,339.00 Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers s 86 5 ,'3 7 3 .00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 1,382,712.00 ATTACHMENT IA Page 4 of 4 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. .. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or _ examination of any books, records and files held by 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 MAN/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. i / 4c,4A Troy L. Jackson Authorized Sig ture Printed Signature Vice -President of JCI Partners, Inc., General Partner Title Contact NamwTRIe (if different) Jackson Construction, Ltd. 817.572.3303 Company Name 5112 Sun Valley Drive Address Fort Worth, Texas 76119 City/State/zip Telephone and/or Fax E-mail Address Date August 13, 2009 817.478.0443 Rev. 5130/03 w Vol ow wo r• .w M" a on +m wo r wr .r we PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER 1, 1987 TABLE OF CONTENTS C1-1 DEFINITIONS C1-1.1 Definition of Terms C1-1(1) C1-1.2 Contract Documents C1-1(1) C1-1.3 Notice to Bidders C1-1(2) C1-1.4 Proposal C1-1(2) C1-1.5 Bidder C1-1(2) C1-1.6 General Conditions C1-1(2) C1-1.7 Special Conditions C1-1(2) C1-1.8 Specifications C1-1(2) C1-1.9 Bond C1-1(3) C1-1.10 Contract C1-1(3) C1-1.11 Plans C1-1(3) C1-1.12 City C1-1(3) C1-1.13 City Council C1-1(3) C1-1.14 Mayor C1-1(3) C1-1.15 City Manager C1-1(4) C1-1.16 City Attorney C1-1(4) C1-1.17 Director of Public Works C1-1(4) C1-1.18 Director, City Water Department C1-1(4) C1-1.19 Engineer C1-1(4) C1-1.20 Contractor C1-1(4) C1-1.21 Sureties C1-1(4) C1-1.22 The Work or Project C1-1(4) C1-1.23 Working Day C1-1(5) C1-1.24 Calendar Day C1-1(5) C1-1.25 Legal Holiday C1-1(5) C1-1.26 Abbreviations C1-1(5) C1-1.27 Change Order C1-1(6) C1-1.28 Paved Streets and Alleys C1-1(6) C1-1.29 Unpaved Streets and Alleys C1-1(7) C1-1.30 City Streets C1-1(7) C1-1.31 Roadway C1-1(7) C1-1.32 Gravel Street C1-1(7) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2(1) C2-2.2 Interpretation of Quantities C2-2(2) C2-2.3 Examination of Contract Documents and Site & C2-2(2) C2-2.4 Submitting of Proposal C2-2(3) C2-2.5 Rejection of Proposals C2-2(3) C2-2.6 Bid Security C2-2(3) C2-2.7 Delivery of Proposal C2-2(4) C2-2.8 Withdrawing Proposals C2-2(4) C2-2.9 Telegraphic Modification of Proposals C2-2(4) C2-2.10 Public Opening of Proposals C2-2(4) C2-2.11 Irregular Proposals C2-2(5) C1-1 (1) MW C2-2.12 Disqualification of Bidders C2-2(5) C3-3 AWARD OF EXECUTION OF DOCUMENTS C3-3.1 Consideration of Proposals C3-3(1) C3-3.2 Minority Business Enterprise/ Women -Owned Business Enterprise Compliance C3-3(1) C3-3.3 Equal Employment Provisions C3-3(1) C3-3.4 Withdrawal of Proposals C3-3(2) C3-3.5 Award of Contract C3-3(2) C3-3.6 Return of Proposal Securities C3-3(2) C3-3.7 Bonds C3-3 (2) C3-3.8 Execution of Contract C3-3(4) C3-3.9 Failure to Execute Contract C3-3(4) C3-3.10 Beginning Work C3-3(4) C3-3.11 Insurance C3-3(4) C3-3.12 Contractor's Obligations C3-3(7) C3-3.13 Weekly Payroll C3-3(7) C3-3.14 Contractor's Contract Administration C3-3(7) C3-3.15 Venue C3-3(8) C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4(1) C4-4.2 Special Provisions C4-4(1) C4-4.3 Increased or Decreased Quantities C4-4(1) C4-4.4 Alteration of Contract Documents C4-4(2) C4-4.5 Extra Work C4-4(2) C4-4.6 Schedule of Operations C4-4(4) C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C4-4(4) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5(1) C5-5.2 Conformity with Plans C5-5(1) C5-5.3 Coordination of Contract Documents C5-5(2) C5-5.4 Cooperation of Contractor C5-5(2) C5-5.5 Emergency and/or Rectification Work C5-5(3) C5-5.6 Field Office C5-5(3) C5-5.7 Construction Stakes C5-5(3) C5-5.8 Authority and Duties of Inspectors C5-5(4) C5-5.9 Inspection C5-5(5) C5-5.10 Removal of Defective and Unauthorized Work C5-5(5) C5-5.11 Substitute Materials or Equipment C5-5(6) C5-5.12 Samples and Tests of Materials C5-5(6) C5-5.13 Storage of Materials C5-5(7) C5-5.14 Existing Structures and Utilities C5-5(7) C5-5.15 Interruption of Service C5-5(8) C5-5.16 Mutual Responsibility of Contractors C5-5(9) C5-5.17 Cleanup C5-5(9) C5-5.18 Final Inspection C5-5(9) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY sm up WN M MW C1-1 (1) "M VW "' C6-6.1 Laws to be Observed C6-6(1) C6-6.2 Permits and Licenses C6-6(1) C6-6.3 Patented Devices, Materials and ,.� Processes C6-6 (1) C6-6.4 Sanitary Provisions C6-6(2) C6-6.5 Public Safety and Convenience C6-6(2) C6-6.6 Privileges of Contractor in Streets, Alleys, and Rights -of -Way C6-6(3) C6-6.7 Railway Crossings C6-6(4) C6-6.8 Barricades, Warnings and Watchmen C6-6(4) c. C6-6.9 Use of Explosives, Drop Weight, etc. C6-6(6) C6-6.10 Work Within Easements C6-6(6) C6-6.11 Independent Contractor C6-6(8) C6-6.12 Contractor's Responsibility for Damage Claims C6-6 (9) C6-6.13 Contractor's Claim for Damages C6-6(9) C6-6.14 Adjustment or Relocation of Public .. Utilities, etc. C6-6(10) C6-6.15 Temporary Sewer Drain Connections C6-6(10) C6-6.16 Arrangement and Charges of Water Furnished by City C6-6(10) C6-6.17 Use of a Section or Portion of the Work C6-6(11) C6-6.18 Contractor's Responsibility for Work C6-6(11) C6-6.19 No Waiver of Legal Rights C6-6(11) .. C6-6.20 Personal Liability of Public Officials C6-6(12) C6-6.21 State Sales Tax C6-6(12) C7-7 PROSECUTION AND PROGRESS ow C7-7.1 Subletting C7-7(1) C7-7.2 Assignment of Contract C7-7(1) C7-7.3 Prosecution of the Work C7-7(1) so C7-7.4 Limitations of Operations C7-7(2) C7-7.5 Character of Workmen and Equipment C7-7(2) C7-7.6 Work Schedule C7-7(3) C7-7.7 Time of Commencement and Completion C7-7(4) SW C7-7.8 Extension of Time of Completion C7-7(4) C7-7.9 Delays C7-7(5) C7-7.10 Time of Completion C7-7(5) ,* C7-7.11 Suspension by Court Order C7-7(6) C7-7.12 Temporary Suspension C7-7(6) C7-7.13 Termination of Contract Due to National Emergency C7-7(7) *■ C7-7.14 Suspension or Abandonment of the Work and Annulment of Contract C7-7(8) C7-7.15 Fulfillment of Contract C7-7(10) .. C7-7.16 Termination for Convenience of the Owner C7-7(10) C7-7.17 Safety Methods and Practices C7-7(13) C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement of Quantities C8-8(1) C8-8.2 Unit Prices C8-8(1) C8-8.3 Lump Sum C8-8(1) ow C8-8.4 Scope of Payment C8-8(1) C8-8.5 Partial Estimates and Retainage C8-8(2) "" C1-1 (1) 00 ,r C8-8.6 Withholding Payment C8-8.7 Final Acceptance C8-8.8 Final Payment C8-8.9 Adequacy of Design C8-8.10 General Guaranty C8-8.11 Subsidiary Work C8-8.12 Miscellaneous Placement of Material C8-8.13 Record Documents SECTION C1-1 DEFINITIONS C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) C8-8(5) PART C - GENERAL CONDITIONS C1-1 DEFINTIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance'of the contract. These are contained in the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A - NOTICE TO BIDDERS (sample) White PART B - PROPOSAL (sample) White PART C - GENERAL CONDITIONS (CITY) Canary Yellow GM AM tow sw ho no C1-1 (1) " ow (Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS El -White E2-Goldenrod E2A-White PERMITS/EASEMENTS Blue PART F - BONDS (Sample) White PART G - CONTRACT (Sample) White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and *� include the following items: PART A - NOTICE TO BIDDERS (Advertisement) Same as .. above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS aw no UN rr s ■+ so .r C1-1 (1) no PART G - CONTRACT PART H - PLANS (Usually bound separately) C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished directly to interested parties pertaining to the work contemplated under the Contract Documents constitutes the Notice to Bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly, or through a duly authorized representative, submitting a proposal for am performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1..6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Wherever there may be a conflict between the General Conditions and Special Conditions, the latter shall take precedence and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project bw covered by the contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications are that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, �* workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to C1-1 (2) 'r WE ur No standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as thought they were embodied therein. .. C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and faithful �. performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) *! b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to .. Bidders, Part a and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement .o between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. no C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail .o the location, dimension and position of the various elements of the project, including such profiles, typical cross -sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter vested +r in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing .o body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, ,. the Mayor Pro tem of the City of Fort Worth, Texas. ow C14 (3) C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub -contractor is a person, firm corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1 (4) NP M tw w no C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 " a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. �±+ C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. �+ C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: 1. New Year's Day January 1 2. M.L. King, Jr. Birthday Third Monday in January MW 3. Memorial Day Last Monday in May 4. Independence Day July 4 5. Labor Day First Monday in September 6. Thanksgiving Day Fourth Thursday in November 7. Thanksgiving Friday Fourth Friday in November 8. Christmas Day December 25 r 9. Such other days in lieu of holidays as the City Council may determine. When one of the above named holidays or a special holidaam y declared by the City Council, falls on Saturday, the holiday shall be observed on the preceding Friday, or if it falls on Sunday, it shall be observed on the following Monday by those " employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. r C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of State Highway Transportation �+ Officials ASCE - American Society of Civil Engineers LAW - In Accordance With •• AWWA - American Water Works Association ASA - American Standards Association HI - Hydraulic Institute C1-1 (5) Asph. - Asphalt Ave. - Avenue Blvd. - Boulevard CI - Cast Iron CL - Center Line GI - Galvanized Iron Lin. - Linear or Lineal lb. - Pound MH - Manhole Max. - Maximum MGD -Million Gallons per Day CFS - Cubic Foot per Second Min: - Minimum Mono. - Monolithic % - Percentum R - Radius .r I.D. - Inside Diameter O.D. - Outside Diameter Elev. - Elevation F - Fahrenheit C - Centigrade In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard SY - Square Yard L.F. - Linear Foot D.I. - Ductile Iron C1-1.27 CHANGE ORDER: A "Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is'more than 25% of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall MW be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: im C1-1 (6) w"" no .r 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above •• for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area .. between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between ,. parallel lines two (21) feet back of the curb lines or four (4') feet back of the average edge of pavement where no curb exists. no MW C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. CM (7) SECTION C-GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal forms which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10%) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received. Such experience must have been on projects completed not more than five '(5) years prior to the date on which bids are to be received. The Director of the Water Department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall available for the project and additional equipment as may be on which he submits a bid. schedule the equipment he has state that he will rent such required to complete the project C2-2 (1) ..* bw km am MW ow MP .. C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal forms ow or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor "' for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to 2' be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. .r C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the .+ Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract ,r Documents. Prior to the filing of proposal, bidders are required to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and _ investigations, tests, boring, and by such other means as may be necessary, to gain a complete knowledge of the conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and ' all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon *' the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal in prima -facie evidence that the bidder has made the investigations, examinations and tests .. herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not .. be allowed. C2-2 (2) M The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantees that the data shown is am representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do the work contemplated or furnish the materials required. All such prices shall be written legibly. In case of �. discrepancy between the price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name must be signed by his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a member of the firm association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or corporation, the company or corporate name and business address must be given, and the proposal signed Y by an official or duly authorized agent. The corporate seal must be affixed. Power of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not "" called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalanced values of any items. Proposals tendered or im delivered after the official time designated for receipt of proposals shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a "Proposal Security" of the character and in the amount indicated in the `Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within rr the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the C2-2 (3) No MW three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2.7 DELIVERY OF PROPOSALS: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the a+ proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL" and the name of description of the project as designated in the "Notice to •• Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non -consideration of a ,.. proposal must be made in writing, addressed to the City manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non - consideration are opened and publicly read aloud, the proposals for which non -consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. .w C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non -consideration Request" has been received will be publicly opened and read aloud by the City Manager or his indicated in th been opened and authorized representative at the time and place e "Notice to Bidders." All proposals which have read will remain on file with the owner until C2-2 (4) the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reasons: a. Reasons for believing that collusion exists among bidders. b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. C. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. MW M MM 400 C2-2 (5) '! .r so 3. An equipment schedule showing the equipment the bidder has available for use on the project. MW The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. .. so so ,No so so No am a" .o c2-2 (6) PART C-GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of brining items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re -advertise for new proposals, or to proceed with the work in any manner as may be considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) an/or a Woman -Owned Business Enterprise (WBE) on the contract and the payment therefore. Contractor further agrees, upon request by Owner, to allow an audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with current City Ordinance prohibiting discrimination in employment practices. The Contractor shall post the required C3-3 (1) bm but M up no W Wff M W M W M notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may w have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within forty- five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after .. investigations have been made as to the responsibility of the proposed awardee. The award of the contract, if an award is made, will be to the lowest and best responsible bidder. ,. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which .. accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by _ the owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. .. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the t� Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal and tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work �J C3-3 (2) wa b. or the use of inferior materials. This performance bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the W. project by the City. C. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. d. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. e. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time fts in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury List for that company. Each bond shall be properly executed by both the Contractor and ` the Surety Company. ow C3-3 (3) ar M Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have .. qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner ,the Contract and such bonds as may be required in the Contract Documents. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required •� contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the „r uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occurring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by .. reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work `r until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at .the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the surety Company will, within ten 910) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be C3-3 (4) responsible for delivering to the Owner the sub -contractor's certificate of insurance for approval. The prime contractor shall indicate of the certificate of insurance included in the documents for execution whether or not his insurance covers sub- contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub -contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub -contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers' compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintain during the life of this contract Contractor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. C. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above -mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. Contingent Liability (covers General Contractor's Liability for acts of sub -contractors). 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed adjacent to same). 4. Damage to underground utilities for $500,000. 5. Builder's risk (where above -ground structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). C3-3 (5) w. f M F" MR f. MW i ft i r .. d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, s during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide .. adequate protection for the Contractor and his sub- contractors, respectively, against damage claims which may arise from operations be by the insured or by .� anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the .. Contract. I" _ f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub -contractor, should the Prime Contractor's insurance not cover the sub -contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, payment, maintenance and all such other bonds are written shall be represented by an agent or, agents having an office located within the city limits of the City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified agent, one upon whom service of process may .. be had, and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or no M C3-3 (6) any other claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex (the Fort Worth -Dallas area.) The name of the agent or agents shall be set forth on all of such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth -Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other matter associated such as maintaining adequate and appropriate insurance or security coverage for the project. C3-3 (7) Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth -Dallas metropolitan area, notification of r the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, appropriately signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether oriented in furthering the "w work, or other, are governed directly by local authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to +■ the satisfaction of the Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all .r work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect fort his reason. C3-3.15 VENUE: Venue of any action herein shall be exclusively in Tarrant County, Texas. w am on UK we no M C3-3 (8) MW PART C-GENERAL CONDITIONS C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORK FM 0M C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra of special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. �- C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by ,. General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, then "special Provisions: covering all such work will be prepared by the Owner previous to the time of receiving bids or proposal for such work and furnished to the bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. C 4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner 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 if found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be ME MW C44 (1) JW a determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in us anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. an Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but MW not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner rese es the right to make such changes in the Contract Documents nd in the character or quantities of the work as may be necess ry or desirable to insure completion in the most e satisf ory manner, provided such changes do not materially alt r the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be a considered as waiving or invalidating any condition or provision of the Contract Documents. 4W C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the MW Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that so before -any extra work is begun a "Change Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more a combination of the following,methods: a. Unit bid price previously approved. .. b. An agreed lump sum. .. C. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates, (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10% of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The C44 (2) ftd d. fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. MW No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the engineer for written orders authorizing such Extra Work, prior to beginning such work. Should a difference arise as to what does or does not constitute +� Extra Work or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). Claims for extra work will not be paid unless the Contractor shall file his claim r with the Owner within five (5) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. WA The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for "extra work" whether or not initiated by a "change order" shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or extra work. C4-4 (3) ,14M M& w C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the 'Contractor shall submit to the Owner and receive the Owner's approval thereof, a "Schedule of Operations," showing by a straight line method the date of commencing and finishing each of the major elements of the contract. There shall be also shown the estimated monthly cost 0 of work for which estimates are to be expected. There shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage of completion plotted vertically. The progress charts shall be prepared on 8 1-1 " X 11" sheets and at least five black of blue line prints shall be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: go Within Ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the a Contractor proposes. to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final drafting of the detailed construction schedule, the contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. no The following guidelines shall be adhered to in preparing the construction schedule: 00 a. Milestone dates and final project completion dates shall be developed to conform to time constraints, sequencing requirements and completion time. an M0 C4-4 (4) ow qr b. The construction process shall be divided into activities with time durations of approximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. - C. Durations shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. 'r d. One critical path shall be shown on the construction schedule. Ike e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. MW f. Thirty days shall be used for submittal review unless otherwise specified. ,-. The construction schedule shall, as a minimum, be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen(14) days' duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and pre -acceptance activities and events in their logical sequence for equipment and materials. 1. Preparation and transmittal of submittals. MW 2. Submittal review periods. 3. Shop fabrication and delivery. 4. Erection or installation. ML C44 (5) *06 5. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. .. 7. Owner's operator instruction (if applicable). 8. Final inspection. No 9. Operational testing. "' 10. Final inspection. If, in the opinion of the Owner, work accomplished falls behind NO that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule 40 demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not air acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the MW Owner. Failure of the Contractor to comply with these requirements MW shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time 40 specified. aw .s no MW C4-4 (6) MW PART C-GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences of procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the Contract Documents. He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross -sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. C5-5 (1) r C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract w Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. '~ In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standardspecifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the ag Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In .. the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in the +w drawings, specifications, or other portions of the Contract Documents, which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most a expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be so furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. .r The Contractor shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate .i with the engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel Wo available to the project site for proper performance of the work. The Contractor shall provide and.maintain at all times at the site of the project a competent, English-speaking a superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the no Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the .r Contractor shall designate in writing to the project superintendent, to act as the contractor's agent on the work. Such assistant project superintendent shall be a resident of r so C5-5 (2) Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the travelling public or the owners of property across which the project extends or the safety of property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar -day or on a working -day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STAKES: The City, through its Engineer, will furnish the Contractor with all lines, grades, and C5-5 (3) .. dM PW .r r measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurements will be established by means of .r stakes or other customary method of marking a may be found consistent with good practice. so These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings, as may be established for the Contractor's use or "" guidance, shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakesor markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the .+ Contractor, and the full amount will be deducted from payment due the Contractor. a C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or ad any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer the progress of the work and the manner in which it is being performed, any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work 'i in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the 'r manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be referred to, and be decided by, the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or r section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. He will in no case act as superintendent or foreman or perform any other duties for ••� the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The r r C5-5 (4) .. No Contractor shall regard and obey the directions and instruction of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should be work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has 'been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works. C5-5 (5) RM *r .« 40 MR ow 4W R" FW MW 9M .. .ff Em W* on Im C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if contractor wishes to furnish or use a proposed substitute, he shall, prior to the pre -construction conference, make written application to Engineer for approval of such substitute certifying in writing that the proposed substitute will perform adequately the functions called for by the general design, be similar and of equal substance to that specified and be suited to the same use and capable of performing the same function as that specified; and identifying all variations of the proposed substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written +•� approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute .f shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion .w of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing Go agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of so the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials 'a or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without wo specific written permission of the Engineer, use the materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish No adequate samples without charge to the Owner. ., no In case of concrete, the aggregates, design minimum, and the C5-5 (6) no mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contractor shall be responsible for replacing any concrete which does not meet the requirements of the contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be �. used in the construction operation shall be stored to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all .� 'utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the Plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include C5-5 (7) notification of all utility companies at least forty-eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities w and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: +n a. Normal Prosecution: In the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: .. 1. Notify the Water Department's Distribution Division of location, time, and schedule of service interruption. 4M 2. Notify each customer personally through responsible personnel of time and schedule of the of interruption of their service, or 3. In the event that personal notification of a 40 customer cannot be made, a prepared tag form shall be attached to the customer's entrance doorknob. The tag shall be durable in E, composition, and in large bold type shall say: .. no as .w► "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be interrupted on between the hours of and This inconvenience will be as short as possible. Thank you, Contractor Address Phone .. b. Emergency: In the event that an unforeseen service interruption occurs, notice shall be as above, but immediate. ow .. C5-5 (8) am No C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the contractor, any other Contractor or any sub -contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub -contractor by agreement or arbitration. If such other Contractor or sub -contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. If, within twenty-four (24) hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the contractor in the written notice, and the costs of such direct+ action, plus 25% of such costs, shall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and remove from ., the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and .shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final clean-up performed, the Engineer will notify the proper officials of the Owner and request that the final inspection be made. Such inspection will be made within 10 days after such notification. After such C5-5 (9) M r ar final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing ow of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. r r it ■r no No a* .r a. .o aW no ar C5-5 (10) I no PART C-GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY M Md C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or '* authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself +�+� or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or costs arising from patents, trademarks, and copyrights in any way involved in the work. The Contractor and his sureties shall indemnify, and 9M save harmless, the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or copyright in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits *� brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material C6-6 (1) ' imw or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. ow C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to " cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary •R sanitary conveniences for use of laborers on the work, properly secluded from public. observation, shall be constructed and maintained by the Contractor and their use shall be strictly .. enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and AW regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the work shall at all times be so conducted, as to cause no greater .� obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such Wo a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable m` ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, "' placement of crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer, the Contractor shall make arrangements •• satisfactory to the Engineer for the diversion of traffic and shall, at his own expense, provide all materials and perform all work necessary for the construction and maintenance of roadways .,. and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. go .n C6-6 (2) MW The materials excavated and the construction materials, such as pipe, used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor in reference to public convenience and safety which may come to its attention, after twenty-four (24) hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT- OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights -of - way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in C6-6 (3) no 4. I" too MM MW aNd kw I. w a. "w writing by the Engineer. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in such a way that does not interfere with the use of spaces that may be designated to be left free and unobstructed, or inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be carried on in such manner as not to interfere with the aw operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the we assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. .. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company regarding the methods of n. performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. a The Contractor shall give the City notice not less than five days prior to the time of his intention to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or .o additional compensation for such railway crossings unless specifically set forth in the Contract Documents. an C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall, at his own expense, furnish, erect, and "" maintain such barricades, fences, lights and danger signals, and shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property +� and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away, and vehicles from being driven on or a into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. so C6-6 (4) MW M All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways", issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d, Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division (phone number 870-8075), 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 qP 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. - MW The Contractor will be held responsible for all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work, the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing,, providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public C6-6 (5) M aw ow during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. w C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the ■' prosecution of the work, the utmost care shall be exercised at all times not to endanger life or property. The Contractor shall notify the proper representative of any public service r corporation, any company, individual, or utility, and the Owner, not less than twenty-four (24) hours in advance of, the use of any activity which might damage or endanger property along or .w adjacent to the work. Where the use of explosives is to be permitted on the project as No specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four (24) hours prior to aw commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. .w All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of .. written notice of the claim to the Contractor from either the City or the claimant. The city shall proceed to give notice to the Contractor of any such claim. The use of explosives may be no suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. .. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as *� mentioned above and shall, insofar as possible, not use heavy traffic routes. 00 No C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights -of -way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such C6-6 (6) .o .. additional rights -of -way or work area shall be acquired for the benefit of the City. The City shall be notified in writing of the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until " the specified approval of the property owner has been secured in writing by the Contractor, and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights -of -way or easements of obstructions, which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing and all other types of *� structures or improvements, and to all water, sewer and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants whose land or interest in land might be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material or equipment. When and where any direct or indirect damage or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the non -execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and +� the Engineer. C6-6 (7) IM MW MW All fences encountered and removed during construction of this project shall be restored to the original or a better than w original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of .. permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. "" Temporary fencing shall be erected in place of the fencing removed whenever the work is not, in progress and when the site is vacated overnight, and/or at all times to prevent livestock no from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project proposal. Therefore, no MW separate payment shall be allowed for any service associated with this work. �. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48-hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuilt or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby ow will be deducted from any monies due or to become due to the Contractor under this Contract. UN C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of the Owner. Contractor we shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and shall be solely No responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees invitees. The doctrine of respondent superior shall not apply no as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise : between Owner and Contractor. .■ so C6-6 (8) ow 410 C6-6.12 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 Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not a_p' such injury, damage or death is caused, in whole or in part, by the nectliaence or alleged neqliqence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negrligence or alleqed 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, W 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) WE 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 wh work performed under a City Contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written o" statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged me C6-6 (9) W 00 L7 damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as herein required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing +r. sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage, which will be received from these drains and sewers, and for this purpose he shall provide and .maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: *� When the Contractor desires to use City water in connection with any construction work., he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. C6-6 (10) we w City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All .o piping required beyond the point of delivery shall be installed by the Contractor at his own expense. " The Contractor's responsibility in the use of all existing fire hydrants and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. w When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the w Fort Worth Water Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in �. the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall ,r not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be preformed by w the Contractor at his own expense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract .. Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part thereof by Ma action of the elements or from any cause whatsoever, whether arising from the execution of non -execution of the work. The Contractor shall rebuild, repair, restore, and make good at his go own expense all injuries or damage to any portion of the work occasioned by any of the causes herein. `rt C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any �+ possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other w or subsequent breach. .■ C6-6 (11) MW ONE The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of *� Fort Worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, �. said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to and shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, -and Use Tax Act. On a contract awarded by a developer for the construction of a publicly -owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas _ limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. Limited Sale, Excise and Use Tax permits and information can be obtained from: Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX C6-6 (12) .o 1! so PART C-GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS W SECTION C7-7 PROSECUTION AND PROGRESS C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workmen under his immediate superintendence, work of a value of not less than fifty (500) percent of the value embraced in the contract. If the Contractor sublets any part of the -work to be done under these Contract Documents, he will not under any circumstances be *' relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements regarding character and competency. The Owner will not recognize any subcontractor .r on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent, or other designated representative. wo C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract ,o or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. wo If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to .. dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any +W construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a MW 00 C7-7 (1) .. brief outlinin g The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from such sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 "Extension of Time of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OR WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor when it is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the W hm hmi M W Im bw so M C7-7 (2) `w so .,r summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, .. disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. .. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satisfactory rate of No progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined in Cl- 1.23 ""WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as .. prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific. Saturday, Sunday or Legal Holiday must be made to the Engineer no later than the Thursday preceding. so b. Any work to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or C7-7 (3) r bw Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. No Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. •+ C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval. .r In adjusting the contract time for completion of work, consideration will be given to unforeseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub- contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the contractor has made a bona fide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies .. and materials from alternate sources in case the first source cannot make delivery. fto C7-7 (4) L__� M If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. " C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be +. presented by the Contractor to the Engineer and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the .. Council shall be 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 from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific .. contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or .the .. increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following C7-7 (5) imo schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF CONTRACT DAMAGES Less $5, 001 to 5,001 to 25,001 to 50,001 to 100,001 to 500,001 to 1,000,001 to 2,000,001 and over LIQUIDATED than $5,000 $35.00 15,000 45.00 25,000 63.00 50,000 105.00 100,000 154.00 500,000 210.00 1,000,000 315.00 2,000,000 420.00 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be impossible or very difficult to accurately estimate, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any Court, and will not be entitled to additional compensation by virtue of such Court Order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. C7-7 (6) M ow MW in Wo ... M WN ow MM .n r If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work " performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of, the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not suspend work without written notice _ from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency so declared by the President of the United States, or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall, within seven days, notify the City in writing giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigation, the Owner finds that such conditions exist and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contractor, then if the •• Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, the Contractor may request the C7-7 (7) MW Owner to terminate the contract and the Owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include, but not be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section am of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared cancelled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. b. Substantial evidence that progress of the work operations by Contractor is insufficient to complete 40 the work within the specified time. C. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. i f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the Contractor to promptly make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. C7-7 (8) r h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. j. If the Contractor shall, for any cause whatsoever, fail to carry on the working operation in an acceptable manner. k. If the Contractor commences legal action against the Owner. A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is ,. cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written consent of the Owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon consent of the Owner, sublet the work or that portion of the ~ work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner* for all work performed by them in accordance with the terms of the Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. +� In case the Sureties do not, within the specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered the C7-7 (9) Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as' it may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become .due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. r. In case such expenses shall exceed the amount which would have been payable under the contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in a manner that does not hinder or interfere with performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any .. bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any such termination shall be affected by MW No C7-7 (10) ON mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. Place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. Terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the not5ice of termination; 4. Transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: a. the fabricated or unfabricated parts, work in process, completed work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the Owner. 5. Complete performance of such part of the work as shall not have been terminated by the notice of termination; and C7-7 (11) 6. Take such action as may be necessary, or as the y Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the contractor and in which the Owner has or may acquire the rest. C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. D. AMOUNTS: Subject to the provisions of Item C7-7.16 (C), the Contractor and Owner may agree upon the whole %on or any part of the amount or amounts to be paid to the contractor by reason of the total or partial termination of work pursuant hereto; provided, that ,.. such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as further reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for MW lost or anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7- 7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. C7-7 (12) 6" F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by the notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the a Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension or Abandonment of the Work and Amendment of Contract" or any other right which Owner may have for default or breach of contract by Contractor. i C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at .. all times and shall assume all responsibilities for their enforcement. .. The Contractor shall comply with federal, state, and local laws, ordinances, and regulations to protect person and property from injury, including death, or damage in connection with the work. M C7-7 (13) PART C-GENERAL CONDITIONS WM C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT SECTION C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. W C8-8.2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, ,m cleanup, finished overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all other AM items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidiary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the ks" Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any C8-8 (1) to i unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in .. paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of i such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or •� equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the .. construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage .■ due or attributed to such defects, which defects, imperfection, or damage shall have been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the l't and 5th day of each month the Contractor shall submit to the Engineer a .. statement showing an estimate of the value of the work done during the previous month, or estimate period, under the Contract Documents. Not later than the loth day of the month, the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars ($100.00) 's in amount, 900 of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 950 of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater, within twenty- five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the time C8-8 (2) 00 M of the estimate have not been installed. Such payment will be allowed on a basis of 85% of the net invoice value thereof. The Contractor shall furnish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. RM The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents have been completed and all _ requirements of the Contract Documents have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the .Ek final inspection. The Engineer shall notify the appropriate officials of the Owner, who will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the �- Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. C8-8 (3) 'o im All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. The amount of the final estimate, less previous payments and any sums that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council. in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. „o The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or No furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such •+ compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and .. alterations thereto. no C8-8 (4) C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall " constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a .. subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be on allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous RM placement of material will be made for only that amount of material used, measured to the nearest one -tenth unit. Payment for miscellaneous placement of material shall be in accordance WL with the General Contract Documents regardless of the actual amount used for the project.- C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion of the work. rM 71 Im No SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C - GENERAL CONDITIONS .. A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the loth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof; but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay .. estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. C. Part C - General Conditions: Paragraph C3-3.11 of the General Conditions is deleted and replaced with D-3 of Part D - Special Conditions. D. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised Pg. 1 10/24/02 .. am s E. C6-6.12 CONTRACTOR'S RESPONSIBLI TY FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: e,r Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of� the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such inlurv, damage or death is caused. in whole or in Part. by the ne lieence or alleged neglieence of Owner, its officers, servants, or emplovees. 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 anv such iniury or damage is caused in whole or in Part by the neuReence or alleeed ne lei ence 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. F. INCREASED OR DECREASED OUANTITIES: Part C - General Conditions, Section C4-4 SCOPE OF WORK, Page C 44 (1), revise paragraph C4-4.3 INCREASED OR •• DECREASED QUANTITIES to read as follows: The Owner 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 .. lost or anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph -h. ADDITIONAL Revised Pg. 2 .. .. 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. .. 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 ,w constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days t, notice of cancellation, non -renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. _ e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. ., f. Deductible limits, or self -funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in ... favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self -funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. +• k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. 1. Contractor's liability shall not be limited to the specified amounts of insurance required herein. Revised Pg. 3 10/24/02 .. I" w no m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. H. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page C8-8(1) is deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, .. imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, •. and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. no I. C8-8.10 GENERAL GUARANTY: Delete C8-8.10, General Guaranty at page C8-8(4) is deleted in its entirety and replaced with the following: no Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall " remedy any defects or damages in the work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness. Revised Pg. 4 10/24/02 MW M Any reference to any shorter period of time of warranty contained elsewhere within the specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. In the Special Instructions to Bidders, TPW contracts place the following in lieu of the existing paragraph 2. ,. J. Part C - General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non -consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non -consideration are opened and publicly read aloud, the proposals for which non -consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening .0 proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic .. communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal no K. C3-3.7 BONDS (CITY LET PROJECTS): Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: 1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: Revised Pg. 5 10/24/02._.. ma .r In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on MW 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 Wo 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. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subparagraph "a. COMPENSATION INSURANCE". 3. Pg. C3-3(6), Paragraph C3-3.11 INSURANCE delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING". L. RIGHT TO AUDIT: Part C - General Conditions, Section C8-8 no MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: C8-8.14 RIGHT TO AUDIT: —► (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent 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 work space 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, until 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. City shall give subcontractor reasonable advance notice of intended audits. am (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse the Contractor for the cost of copies as follows: 1. 50 copies and under - 10 cents per page Revised Pg. 6 2, More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter M. SITE PREPARATION: The Contractor shall clear rights -of -way or easements of obstruction which must be removed to make possible proper prosecution of the work as a part of this project construction operations. The contractor's attention is directed to paragraph C6-6.10 work within easements, page C6-6(4), part C - General Conditions of the Water Department General Contract Document and General Specifications. 4W Clearing and restoration shall be considered as incidental to construction and all costs incurred will be considered to be included in the Linear Foot price of the pipe. 6" ow N. Reference Part C - General Conditions, Section C6-6.8 BARRICADES. WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen. MW 2. In the first paragraph, lines five (5) and six (6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. O. MINORITYIWOMEN BUSINESS ENTERPRISE COMPLIANCE: Reference Part C (General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ow ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a 'F Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the M commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than 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 than thee (3) years. 4W ow Revised Pg. 7 .. w .. P. WAGE RATES: Section C3-3.13 of the General Conditions 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 Section C-1, L. Right to Audit (Rev. 9/30/02) 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. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. am w w a Revised Pg. 8 -10/24/02_ - .. ow no 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY .e aw AC Mechanic Helper �+ I Acoustical Ceiling Mechanic Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper rs Concrete Finisher Concrete Form Builder Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper wr Electrician (Journeyman) Electrician Helper no Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather ,.. I Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper $12.00 Plumber Helper $15.24 Reinforcing Steel Setter $19.12 Roofer $10.10 Roofer Helper $16.23 Sheet Metal Worker $11.91 Sheet Metal Worker Helper $13.49 Sprinkler System Installer $13.12 Sprinkler System Installer Helper $14.62 Steel Worker Structural $10.91 Concrete Pump Crane, Clamsheel, Backhoe, Derrick, D'Line $13.00 Shovel $9.00 Forklift $20.20 Front End Loader $14.43 Truck Driver $19.86 Welder $12.00 Welder Helper $20.00 $13.00 $18.00 $13.00 $14.78 $11.25 $10.27 $13.18 $16.10 $14.83 $8.00 $18.85 $12.83 $17.25 $12.25 $14.90 $10.00 $14.00 $10.00 $16.96 $12.31 $18.00 $9.00 $17.43 $20.50 $17.76 $12.63 $10.50 $14.91 $16.06 $9.75 HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator $10.06 IAsphalt Distributor Operator $13.99 Asphalt Paving Machine Operator $12.78 Asphalt Raker $11.01 Asphalt Shoveler $ 8.80 Batching Plant Weigher $14.15 y Broom or Sweeper Operator $ 9.88 Bulldozer Operator $13.22 Carpenter $12.80 Concrete Finisher, Paving $12.85 Concrete Finisher, Structures $13.27 Concrete Paving Curbing Machine Operator $12.00 Concrete Paving Finishing Machine Operator $13.63 Concrete Paving Joint Sealer Operator $12.50 Concrete paving Saw Operator $13.56 Concrete Paving Spreader Operator $14.50 Concrete Rubber $10.61 No Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator $14.12 Electrician $18.12 Fla ger $ 8.43 .r Form Builder/Setter, Structures $11.63 Form Setter, Paving & Curb $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted $16.30 Front End Loader Operator $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 $14.50 Oiler $14.98 Painter, Structures $13.17 w Pavement Marking Machine Operator $10.04 Pipelayer $11.04 Reinforcing Steel Setter, Paving $14.86 Reinforcing Steel Setter, Structure $16.29 wr Roller Operator, Pneumatic, Self -Propelled $11.07 Rollef Operator, Steel Wheel, Flat WheeYramping $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement $11.28 .o Scraper Operator $11.42 Servicer $12.32 Slip Form Machine Operator $12.33 Spreader Box Operator $10.92 w Tractor Operator, Crawler Type $12.60 Tractor Operator, Pneumatic $12.91 , Traveling Mixer Operator $12.03 Truck Driver, Lowboy -Float $14.93 Truck Driver, Single Axle, Heavy $11.47 Truck Driver, Single Axle, Light $10.91 Truck Driver, Tandem Axle, Semi -Trailer $11.75 s Truck Driver, Transit -Mix $12.08 Wagon Drill, Boring_ Machine, Post Hole Driller Operator $14.00 Welder $13.57 s Work Zone Barricade Servicer $10.09 we am no s s am 4m .r 410 Aw so SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents 1. SCOPE OF WORK................................................................................................. SP-4 2, AWARD OF CONTRACT ................................................................................. SP-4 3. PRECONSTRUCTION CONFERENCE.................................................................... SP-4 4. EXAMINATION OF SITE......................................................................................... SP-4 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-7 13. PARKWAY CONSTRUCTION................................................................................ SP-7 14. MATERIAL STORAGE ...................................................................................... SP-7 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS.....................................................:..................................... SP-7 16. INCREASE OR DECREASE IN QUANTITIES.......................................................... SP-7 17. CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS ................................. SP-7 18. EQUAL EMPLOYMENT PROVISIONS..................................................................... SP-8 19. MINORITY AND WOMENS BUSINESS ENTERPRISE (MIWBE) COMPLIANCE........................................................................................... SP-8 20. FINAL CLEAN UP................................................................................................... SP-10 21. CONTRACTOR'S COMPLIANCE WITH WORKER'S COMPENSATION LAW.......................................................................................... SP-10 22 SUBSTITUTIONS..............................................................................................SP-13 23. MECHANICS AND MATERIALSMEN'S LIEN........................................................... SP-13 24. WORK ORDER DELAY.............................................................. ............................. SP-13 25. CALENDAR DAYS...................................................................................................SP-13 26. RIGHT TO ABANDON ........ ..................................................................................... SP-14 27. CONSTRUCTION SPECIFICATIONS..................................................................... SP-14 28. MAINTENANCE STATEMENT................................................................................SP-14 29. DELAYS ........................................... ........................................................... SP-14 30. DETOURS AND BARRICADES...............................................................................SP-14 31. DISPOSAL OF SPOIL/FILL MATERIAL................................................................... SP-15 32. QUALITY CONTROL TESTING.............................................................................. SP-15 33. PROPERTYACCESS...........................................................................................SP-16 34. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ....................... SP-16 35. WATER DEPARTMENT PRE-QUALIFICATIONS................................................... SP-1 6 36. RIGHT TO AUDIT ...................... .............................................................................. SP-16 37. CONSTRUCTION STAKES................................................................................... SP-17 38. LOCATION OF NEW WALKS AND DRIVEWAYS ................................................. SP-1 7 39. EARLY WARNING SYSTEM FOR CONSTRUCTION .............................................. SPA 7 40. AIR POLLUTION WATCH DAYS..............................................................................SP-18 Rev 06-10-09 SP-1 ..x «. ow H SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents CONSTRUCTION ITEMS: 41. PAY ITEM - UNCLASSIFIED STREET EXCAVATION ....................................... SP-19 42. PAY ITEM - 8" REINFORCED CONCRETE PAVEMENT ................................... SP-19 43. PAY ITEM - SILICONE JOINT SEALING........................................................... SP-19 44. PAY ITEM - 7" CONCRETE CURB .............................................. ...SP-23 ................... 45. PAY ITEM - RETAINING WALL .............................................. ........................... SP-24 46, PAY ITEM - REPLACE EXIST. CURB AND GUTTER ..................... ................... SP-24 47. PAY ITEM - HMAC TRANSITION.................................................... ................... SP-24 48, PAY ITEM - 6" PIPE SUBDRAIN........................................................................SP-24 49. PAY ITEM - TRENCH SAFETY..........................................................................SP-24 50. PAY ITEM - 8" THICK LIME STABILIZED SUBGRADE AND CEMENT FOR SUBGRADE STABILIZATION.......................................................SP-25 51. PAY ITEM - 6" HMAC PAVEMENT (THICKNESS TOLERANCES AND HMAC TESTING PROCEDURES) ................. ............................................ SP-25 52. PAY ITEM - CONCRETE FLAT WORK (CURB, CURB & GUTTER, SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS)................................................................................. SP-26 53. PAY ITEM- REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS, STEPS, LEADWALKS AND WHEELCHAIR RAMPS ......................SP-27 54. PAY ITEM - REMOVE EXISTING CURB AND GUTTER .................................... SP-27 55. PAY ITEM - REMOVE EXISTING CURB INLET ... ............... ............................... SP-27 56.. PAY ITEM- 6" REINFORCED CONCRETE DRIVEWAY...................................SP-27 57. PAY ITEM - REMOVE AND CONSTRUCT CONCRETE STEPS ....................... SP-27 58, PAY ITEM- 4' STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR RAMP ......................... ....................................... ..... SP-27 59. PAY ITEM - REMOVE AND REPLACE FENCE.................................................SP-28 60. PAY ITEM - STANDARD 7" CURB AND 18" GUTTER.......................................SP-28 61. PAY ITEM - REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUSSP-29 62, PAY ITEM- BORROW.......................................................................................SP-29 63. PAY ITEM - CEMENT STABILIZATION.............................................................SP-29 64. PAY ITEM - CEMENT........................................................................................SP-29 65. PAY ITEM - NEW 6" CONCRETE VALLEY GUTTER........................................SP-29 66. PAY ITEM - STORM DRAIN INLETS.................................................................SP-30 67. PAY ITEM - TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN......................................................................SP-30 68. PAY ITEM - STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE) ... .................... SP-33 69. PRE BID ITEM - PROJECT DESIGNATION SIGN ................................................... SP-33 70. PRE BID ITEM - UTILITY ADJUSTMENT.................................................................SP-33 71. PRE BID ITEM - TOP SOIL ........... ........................................................................... SP-33 72. PRE BID ITEM - ADJUST WATER VALVE BOX......................................................SP-33 Rev 06-10-09 SP-2 .. 4w 0.4 v SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents 73, PRE BID ITEM - MANHOLE ADJUSTMENT....................................................... SP-34 74. PRE BID ITEM - ADJUST WATER METER BOX................................................SP-34 75. NON -PAY ITEM - ACCEPTANCE OF CONCRETE PAVEMENT ..........................SP-34 76. NON -PAY ITEM - CLEARING AND GRUBBING ................... ................................ SP-38 77. NON -PAY ITEM - SPRINKLING FOR DUST CONTROL.......................................SP-38 78. NON -PAY ITEM - PROTECTION OF TREES, PLANTS AND SOILS....................SP-38 79. NON -PAY ITEM - CONCRETE COLORED SURFACE........................................SP-38 80. NON -PAY ITEM - PROJECT CLEAN-UP..............................................................SP-38 81. NON -PAY ITEM - PROJECT SCHEDULE.............................................................SP-39 82. NON -PAY ITEM - NOTIFICATION OF RESIDENTS ............................................. SP-39 83. NON -PAY ITEM - PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION ............................................... SP-39 84, NON -PAY ITEM - PRE -CONSTRUCTION NEIGHBORHOOD MEETING ............ SP-40 85. NON -PAY ITEM - WASHED ROCK......................................................................SP-40 86. NON -PAY ITEM - SAWCUT OF EXISTING CONCRETE......................................SP-40 87. NON -PAY ITEM - LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES..............................................................SP-40 88. NON -PAY ITEM - TIE-IN INTO STORM DRAIN STRUCTURE.............................SP-41 89. NON -PAY ITEM - SPRINKLER HEAD ADJUSTMENT..........................................SP-41 90. NON -PAY ITEM - FEE FOR STREET USE PERMITS AND RE -INSPECTIONS ... SP-41 91. NON -PAY ITEM - TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN1 ACRE)......................................................................... SP-42 92. PAY ITEM - TRAFFIC CONTROL............................................................... SP-43 Rev 06-10-09 SP-3 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: CITY PROJECT NO.: 00107 UNIT H: Section A (Storm Drain) 1,351 L.F. 6'X5' Single Box Culvert Storm Drain Line 513 L.F. 5'X5' Single Box Culvert Storm Drain Line Section B (Paving) 19,804 C.Y. of Unclassified Street Excavation 20,692 S.Y. of Concrete Street Pavement 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the following: Edwards Ranch Phase III — Unit II Paving and Drainage Improvements and all other miscellaneous items of construction to be performed as outlined in the plans and specifications which are necessary to satisfactorily complete the work. The low bidder Unit Il will be responsible for completing the rough grading associated with the roadway before the Unit I low bidder begins construction activities. There will be no remobilization paid to Unit I or Unit II contractor for the completion of the roadway grading in advance of the water and sewer construction. The contractors for Unit I and Unit II will be responsible for the coordination necessary to complete the roadway grading in advance of the water and sewer construction. .� 2. AWARD OF CONTRACT: This document is designed as two separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as two separate proposals and are arranged to allow the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is the apparent successful bidder. If the Contractor only submits a bid on one proposal and it is the lower proposed price total, the Contractor will be the apparent successful bidder for this individual proposal. In order to be considered the apparent successful bidder, the Contractor is required to submit a bid (including the appropriated M/WBE information). Unit I consists of the water and sewer line improvements. Unit II consists of paving and drainage improvements. 3. PRECONSTRUCTION CONFERENCE: The successful Contractor, Design Consultant, and 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 Rev 06-10-09 SP-4 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. 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 submit a complete package, including ALL completed forms that must be submitted with the Proposal (including Vendor Compliance to State Law). Failure to provide a complete bid package may be grounds for designating bids as "non -responsive" and rejecting bids as appropriate and as determined by the Director of the Transportation and Public Works Department. 6. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. 7. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site. Specific attention is directed to this equipment. 8. PAYMENT: The Contractor shall receive full payment from the City for all the work based on unit prices bid on the proposal and specified in the plans and specifications and approved by the ENGINEER per actual field measurement. 9. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirement for the projects, such as conditions imposed by the Plans, the General Contract Documents or these special Contract Documents, in which no 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". Rev 06-10-09 SP-5 11. WAGE RATES: Compliance with and Enforcement of Prevailing Wage Laws Dutv to r)av Prevailina Waae 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. Penaltv 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. Rev 06-10-09 SP-6 Complaints of Violations and Citv 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 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. Arbitration Reauired if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. 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. Pav 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. Postina of Waae 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.) Rev 06-10-09 SP-7 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 Transportation and Public Works Department. 14. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained permission from the property owner. 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 Design Consultant to be accurate as to extent, location and depth, they are shown on the plans as the best information available at the time of design, from the Owners of the utilities involved and from evidences found on the ground. 16. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the Proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. No additional compensation shall be 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 No the various depth categories. 17. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Design 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, Rev 06-10-09 SP-8 As 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 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. Rev 06-10-09 SP-9 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: Make no unjustified changes or deletions in its M/WBE participation commitments submitted with or subsequent to the bid, and, 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. Rev 06-10-09 SP-10 RV 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 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. Rev 06-10-09 SP-11 qu 1-� 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 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; Rev 06-10-09 SP-12 71 (3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain form each other person with whom it contracts, and provide to the Contractor: (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (c) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (d) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (e) contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are 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 entities the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten day after receipt of notice of breach from the governmental entity. 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 Rev 06-10-09 SP-13 L.: 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 .a or materials, or providing labor or transportation or other service related to the project, regardless of the identify of their employer or status as an employee." Call the Texas Worker's Compensation Commission at 512-463-3642 to receive 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". 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the ENGINEER to make a substitution for the material that has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it 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. CALENDAR DAYS: The Contractor agrees to complete the Contract within the allotted number of calendar days. Rev 06-10-09 SP-14 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 Transportation and Public Works, 1000 Throckmorton Street, 2"d Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call -out for the pay item by the ENGINEER. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 28. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 29. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Director of the Transportation and Public Works Department and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the ENGINEER 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 the latest version of the `Texas Manual on Uniform Traffic Control Devices for Streets and Highways" Rev 06-10-09 SP-15 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 Transportation and Public Works 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 Transportation and Public Works, 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) Testb of the design concrete mix shall be made by the Contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of on site material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of its 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. Rev 06-10-09 SP-16 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 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. Rev 06-10-09 SP-17 ar (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 Rev 06-10-09 SP-18 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 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 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 Transportation and Public Works, 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 Transportation and Public Works Department's Public Information Officer. 4. Upon receipt of the Contractor's response, the appropriate City departments and directors will be notified. The Transportation and Public Works 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 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 Rev 06-10-09 SP-19 Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. CONSTRUCTION aw 41. PAY ITEM - UNCLASSIFIED STREET EXCAVATION: See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this item. Removal of existing penetration or asphalt pavement shall be included in this item. Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this item and no additional compensation shall be given as such. During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be 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 - 8" 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) Concrete pavement acceptance shall be as set forth in "Concrete Pavement Acceptance" (c) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the ENGINEER. Screeds will not be allowed except if approved by the 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) Rev 06-10-09 SP-20 .. 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 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 Corning 890-SL self -leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686- 0994, or an approved equal. Self-Levelina Silicone Joint Sealant Test Method Test Reauirement AS SUPPLIED Non Volatile Content, % min. 96 to 99 MIL-S-8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 Skin -Over Time, minutes max. 60 Cure Time, days 14 to 21 Full Adhesion, days 14 to 21 AS CURED - ASTM D 412, Die Mod. Elongation, % min. 1400 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @ +100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 Rev 06-10-09 SP-21 (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. 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 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. Rev 06-10-09 SP-22 M 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. 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 Rev 06-10-09 SP-23 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. ma 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 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. Rev 06-10-09 SP-24 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 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 and implement the trench excavation safety protection system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman. The trench excavation safety protection system shall be used for all 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. Rev 06-10-09 SP-25 M 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 Slurry" 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 Testinq 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. so 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'/2 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). Rev 06-10-09 SP-26 ti r kdo 8.0 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness. Deficient areas (as determined in item 1) found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot -mix asphaltic 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 may be 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 be taken to determine the applied thickness. 52. PAY ITEM - CONCRETE FLAT WORK (CURB. CURB & GUTTER. SIDEWALKS. LEADWALKS. WHEELCHAIR RAMPS AND DRIVEWAYSI: 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. Rev 06-10-09 SP-27 %M •♦ 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: 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-SSA. 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, or as directed by the ENGINEER. Rev 06-10-09 SP-28 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 817-392-7738). 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 .1 omission, neglect or misconduct of his agents, employees, or 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 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. 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 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. Rev 06-10-09 SP-29 Im 61. PAY ITEM — REMOVE AND RECONSTRUCT MAILBOXES / MISCELLANEOUS: «. This item includes the removal and reconstruction of existing mailboxes, brick walls, flowerbed trim 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. we 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. 64. PAY ITEM — CEMENT: All applicable provisions of Item 214, 'Portland Cement Treatment' shall apply. M 65. PAY ITEM — NEW 6" CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field. Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary aw 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 314 "Concrete Pavement", 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 5" non -reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". Rev 06-10-09 SP-30 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 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 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. 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 properly. 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. 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). 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 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 Rev 06-10-09 SP-31 r 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 no 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 $325 application fee (if mailed) or $225 (if e- filed). The NOI shall be mailed to: BY REGULAR U.S. MAIL Texas Commission on Environmental Quality Storm Water Processing Center (MC228) P.O. Box 13087 Austin, TX 78711-3087 BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Quality Storm Water Processing Center (MC228) 12100 Park 35 Circle Austin, TX 78753 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: no BY REGULAR U.S. MAIL Texas Commission on Environmental Quality Storm Water Processing Center (MC228) P.O. Box 13087 Austin, TX 78711-3087 BY OVERNIGHT/EXPRESS MAIL Texas Commission on Environmental Quality Storm Water Processing Center (MC228) 12100 Park 35 Circle Austin, TX 78753 A copy of the NOI and NOT shall be sent to: City of Fort Worth Department of Environmental Management 1000 Throckmorton Street Fort Worth, TX 76102 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 Transportation and Public Works. The selected Contractor shall be Rev 06-10-09 SP-32 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. 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 TMP 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. 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 Rev 06-10-09 SP-33 ww rw 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 3/4" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the ENGINEER and in place at 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. 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. Rev 06-10-09 SP-34 IL 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 - ACCEPTANCE OF REINFORCED CONCRETE PAVEMENT: i The concrete pavement acceptance policy shall be as follows: A. Penalty for Deficient Pavement Thickness. There shall be no acceptance of deficient pavement thickness other than the tolerances specified below. 1. Pavement thickness deficiency up to 0.25-inch will be considered as satisfactory and the contract unit price will be used for payment if the average thickness within the project meets or exceeds the specified designed thickness. 2. Deficiencies of greater than 0.25-inch shall be removed and replaced with pavement of plan thickness at contractor's entire expense. B. Cracked Concrete Acceptance Policy. The criteria for acceptance or rejection of reinforced concrete that is cracked is as follows:, 1. DEFINITIONS a. Minor crack — A crack of no more than 5 feet in length and does not extend i.) from the .r edge of a slab or from a pavement joint, or; ii.) the depth to the reinforcement steel of the concrete slab, or; iii.) an intermediate crack that is designated as a minor crack under Monitor Pavement Option 2. b. Intermediate Crack — A crack that extends from any edge of slab or joint a distance of no more than 5 feet. c. Structural or Maior crack — A crack i.) of greater than 5 feet, or; ii.) that extends from the edge of a slab or from a pavement joint to any other edge of slab or joint, or; iii.) extends the full depth of the concrete slab, or; iv.) an intermediate crack that is designated as a structural crack under Monitor Pavement Option 2. .r d. City Enaineer — In the application of this policy, the City Engineer is the Director of the Department of Engineering or his designee. Rev 06-10-09 SP-35 No R 2. ACCEPTABLE PAVEMENT — NO ACTION IS NECESSARY: A concrete panel with four (4) or less minor cracks as defined above is acceptable. (See Figure 1). No action is necessary and no routina and sealina is allowed. sr S I S ? r 410 PLAN PROFILE Fiaure 1 - No action is necessary ow 3. MONITORED PAVEMENT �+ A concrete pavement with one intermediate crack as defined above may be acceptable. The contractor has two options. Option No. 1 — The panel may be removed and replaced at contractor expense. Option No. 2 — The limit of the crack shall be identified for future reference by drilling a 1/2" hole at the free end of the crack and sealing the crack with an approved epoxy material. If at the end of the warranty period the crack has not propagated then the crack will be designated as a minor crack. If the crack has propagated then the crack is considered a structural crack. T 4. STRUCTURALLY CRACKED PAVEMENT — FULL PANEL REPLACEMENT IS REQUIRED: A. If a panel contains greater than four (4) minor cracks and those cracks are determined to be caused in whole or in part by a deficiency of material or workmanship, the panel must be removed and replaced by the Contractor at his own expense. (See Figure 2) so .w Rev 06-10-09 SP-36 ad .w .. ow at to Me PLAN PROFILE Figure 2 - Full panel replacement is required. B. All concrete panels with any structural or major crack as defined above that is determined to be caused, in whole or in part, by a deficiency of material or workmanship must be removed and replaced in their entirety by the Contractor at his own expense. (See Figures 3 and 4 below) I PLAN PROFILE' Fiaure 3 - Full panel replacement is reauired. L —s} I PLAN PROFILE Rev 06-10-09 SP-37 .e Fiaure 4 - Full panel replacement is reauired. ar C. If the edge of existing concrete pavement is damaged during the construction of adjacent so pavement; the damaged panel(s) must be removed and replaced in its entirety by the Contractor at his own expense. sm 5. APPLICATION AND FINAL DETERMINATION OF POLICY It is not the intention of this policy that the Contractor is required to remove and replace at his .� own expense any concrete that cracks due solely to causes other than his own materials and/or workmanship. It is possible that a structural crack or cracks have been caused by a combination of factors. It is the policy that if a deficiency of materials and/or workmanship is found to be a contributing cause, then the contractor shall remove and replace the panels that contain the crack or cracks at no expense to the City. sn If cracks exist in the project, the City Engineer or his/her designee will make the determination if the crack is minor or structural which determination shall be final. If the crack is structural, the Contractor and the City will attempt to agree on the cause or causes of the crack. If the Contractor and City agree that the cause of a structural crack requiring removal and replacement is at least in part due to Contractor's deficient material or workmanship, the •• concrete pavement will be removed and replaced at Contractor's entire expense. If the Contractor and City cannot agree as to the cause of a structural crack, the City may hire ww an independent geotechnical engineer to perform testing and analysis to determine the cause of the crack. The contractor will escrow 500/c of the proposed costs of the geotechnical contract with the City. MW If the City's hired geotechnical engineer determines that the cause of a structural crack is at least in part due to Contractor's deficient material or workmanship, the concrete pavement will be removed and replaced at Contractor's entire expense and the Contractor will also pay the No City for the entire cost of the geotechnical investigation. If the City's hired geotechnical engineer fails to determine that the cause of the structural crack is due to Contractor's deficient material or workmanship, the concrete pavement will not be removed and replaced without additional compensation to the Contractor. In turn, the Contractor's escrowed funds, as described above, will be released. Rev 06-10-09 SP-38 76. 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. 77. 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. 78. 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. 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. 79. 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. 80. NON -PAY ITEM - PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Rev 06-10-09 SP-39 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. 81. NON -PAY ITEM - PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre -construction conference. This schedule shall detail all phases of construction, including project clean up, and allow the Contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the 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. 82. 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. 83. NON -PAY ITEM - PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any block in the project, the Contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the 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. Rev 06-10-09 SP-40 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 817- 392-8306. All work involved with the pre -construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. 84. 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. 85. 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 ill 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. 86. 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. 87. 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 ENGINEER (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum to two (2) working days before recycling begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the Contractor's responsibility to notify the utility companies that he has Rev 06-10-09 SP-41 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 AT&T 817-338-6275 TXU 1-800-233-2133 ATMOS Energy 817-215-0366 Dig TESS 880- 344-8377 A 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 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. 88. 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. 89. 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. 90. 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. Rev 06-10-09 SP-42 91. NON PAY ITEM - TEMPORARY EROSION. SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE): A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the ENGINEER for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measure unless otherwise directed by the ENGINEER and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dames, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled -hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIRMENTS: The ENGINEER has the authority to define erodible earth and the authority to limit the surface are of erodible -earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible -earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution -control measures to prevent contamination of adjacent streams, other water course, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding or other control devices or methods directed by the ENGINEER as necessary to control soil erosion. Temporary pollution -control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The ENGINEER will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution -control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil -erosion -control measures shall be performed as directed by the ENGINEER. 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. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to 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. Rev 06-10-09 SP-43 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. 92. 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 Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. Unless otherwise included as part of the Construction documents, the Contractor shall submit a traffic control plan (duly sealed, signed and dated by a Registered Professional Engineer (P.E.) in the state of Texas), to the City Traffic Engineer [Tel (817)392-87701 at or before the preconstruction conference. The P.E. preparing the traffic control plan may utilize standard traffic reroute configurations posted as "Typicals" on the City's Buzzsaw website. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the timeframe mutually established in the 'Notice to Proceed' issued 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. Rev 06-10-09 SP-44 Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer. The lump sum pay item for traffic control shall cover design, and / or installation and maintenance of the traffic control plans. Ik ,. .. Rev 06-10-09 SP-45 ,a (To be printed on Contractor's Letterhead) Date: City No: PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: MAPSCO LOCATION: LIMITS OF CONST.: Estimated Duration of Construction on your Street : days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LINES - RECONSTRUCT THE STREET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> %' 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. Rev 06-10-09 SP-46 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY r ■r r Im No so wo ra no AC Mechanic Helper $12.00 Plumber Helper $14.90 Acoustical Ceiling Mechanic $15.24 Reinforcing Steel Setter $10.00 Bricklayer/Stone Mason $19.12 Roofer $14.00 Bricklayer/Stone Mason Helper $10.10 Roofer Helper $10.00 Carpenter $16.23 Sheet Metal Worker $16.96 Carpenter Helper $11.91 Sheet Metal Worker Helper $12.31 Concrete Finisher $13.49 Sprinkler System Installer $18.00 Concrete Form Builder $13.12 Sprinkler System Installer Helper $9.00 IDrywall Mechanic $14.62 Steel Worker Structural $17.43 Drywall Helper $10.91 Concrete Pump $20.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Drywall Taper $13.00 Shovel $17.76 Drywall Taper Helper $9.00 Forklift $12.63 Electrician (Journeyman) $20.20 Front End Loader $10.50 Electrician Helper $14.43 Truck Driver $14.91 Electronic Technician $19.86 Welder $16.06 Electronic Technician Helper $12.00 Welder Helper $9.75 Floor Layer (Resilient) $20.00 Floor Layer Helper $13.00 Glazier $18.00 Glazier Helper $13.00 Insulator $14.78 Insulator Helper $11.25 Laborer Common $10.27 Laborer Skilled $13.18 Lather $16.10 Painter $14.83 Painter Helper $8.00 Pipefitter $18.85 Pipefitter Helper $12.83 Plasterer $17.25 Plasterer Helper $12.25 no ■w No wo =0 go nr V--j u. HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator $10.06 Asphalt Distributor Operator $13.99 Asphalt Paving Machine Operator $12.78 Asphalt Raker $11.01 Asphalt Shoveler $ 8.80 Batching Plant Weigher $14.15 Broom or Sweeper Operator $ 9.88 Bulldozer Operator $13.22 Carpenter $12.80 Concrete Finisher, Paving $12.85 Concrete Finisher, Structures $13.27 Concrete Paving Curbing Machine Operator $12.00 Concrete Paving Finishing Machine Operator $13.63 Concrete Paving Joint Sealer Operator $12.50 Concrete paving Saw Operator $13.56 Concrete Paving Spreader Operator $14.50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator $14.12 Electrician $18.12 Fla ger $ 8.43 Form Builder/Setter, Structures $11.63 Form Setter, Paving & Curb $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted $16.30 Front End Loader Operator $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 $14.50 Oiler $14.98 Painter, Structures $13.17 Pavement Marking Machine Operator $10.04 Pipelayer $11.04 Reinforcing Steel Setter, Paving $14.86 Reinforcing Steel Setter, Structure $16.29 Roller Operator, Pneumatic, Self -Propelled $1.1.07 Roller Operator, Steel Wheel, Flat Wheel/Tamping $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement $11.28 Scraper Operator $11.42 Servicer $12.32 Slip Form Machine Operator $12.33 Spreader Box Operator $10.92 Tractor Operator, Crawler Type $12.60 Tractor Operator, Pneumatic $12.91 Traveling Mixer Operator $12.03 Truck Driver, Lowboy -Float $14.93 Truck Driver, Single Axle, Heavy $11.47 Truck Driver, Single Axle, Light $10.91 Truck Driver, Tandem Axle, Semi -Trailer $11.75 Truck Driver, Transit -Mix $12.08 Wagon Drill, Boring Machine, Post Hole Driller Operator $14.00 Welder $13.57 Work Zone Barricade Servicer $10.09 wo 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.6044 and City of Fort Worth Project No. C221- 303230010783. CONTRACTOR Jackson Construction, Ltd. F--afflaw Name: I-) 4rreiclenf 6T JUTFmumrs, Title: Inc., General Partner Date: STATE OF TEXAS § COUNTY OF TARRANT § Be or m the undersigned authority, on this day personally appeared "nown to me to be the person whose name is subscribed to the for66ofn6 instrument, and acknowledged to me that he executed the same as the act and deed of Jackson Construction. Ltd. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this day of 7. Si*a ry Public in and for the State of Texas LISA RAULSION Notary Public, 9cste of Texas My comr0selon Expires Bond #2305620 i PERFORMANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS: i That we (1) Jackson Construction, Ltd. as Principal herein, and (2) ** a corporation organized under the laws of the State of (3) TX/CA . 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: Two Million Five Hundred Seventv-six Thousand Nine Hundred Sixtv-three and 65/100................................... ($2.576,963.65) Dollars for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. i WHEREAS, Principal has entered into a certain contract with the Obligee dated the 3rd of November. 2009 a copy of which is attached hereto and made a part hereof, for the construction of: .. Pavement and Drainage Construction on Fdwards Ranch Road. Phase III and Clearfork Main Street NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform i 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 i this obligation shall be void; otherwise, to remain in full force and effect. **Independence Casualty and Surety Company & Insurance Company of the West no i 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 3rd day of November, A.D.2009. .. ATTEST: Jackson Construction, Ltd. (S E A L) Contractor By: c Secretary Name: Larry H. Jackson, President of JCI Title: Partners, Inc., General Partner ,a Independence Casualty and Surety Company r]� & Insurance Company of the West T E ( E A L) Surety �. J Secretary Name: Jack M. Crowley .. t Title: Attorney -in -Fact 13355 Noel Road, Suite 400 Dallas, TX 75240-6612 •• AN ess5-9800 M wi No. 0004782 ICW GROUP Power of Attorney Insurance Company of the West Explorer Insurance Company Independence Casualty and Surety Company oft KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West, a Corporation duly organized under the laws of the State of Califomia, Explorer Insurance Company, a Corporation duly organized under the laws of the State of California, and Independence Casualty and Surety Company, a Corporation duly organized under the laws of the State of Texas, (collectively referred to as the "Companies"), do hereby appoint JACK M. CROWLEY, PATRICIA A. SMITH, JOBETH WELLS _ their true and lawful Attomey(s)-in-Fact with authority to date, execute, sign, seal, and deliver on behalf of the Companies, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. In witness whereof, the Companies have caused these presents to be executed by its duly authorized officers this 2nd day of January, 2008. n.= u ' .. ur rsY n� 4.�ottPu�Yof �\� ��AN6 .. \ a PG r �LptIP011,tt�r�r�� Oki r�Fo,\i INSURANCE COMPANY OF THE WEST o SEAL i v �i EXPLORER INSURANCE COMPANY INDEPENDENCE CASUALTY AND SURETY COMPANY OiNit, 2iF yb� Jeffrey D. Sweeney, Assistant Secretary J. Douglas Browne, Senior Vice President State of California } ss. _ County of San Diego On May 21, 2009, before me, JoAnn Pache, Notary Public, personally appeared J. Douglas Browne and Jeffrey D. Sweeney, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument, and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument, the entity upon behalf of which the persons acted, executed the instrument. _ I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. *� COMM. #1846804 7 L/ 90TARY PUBL"ALMRMA� Sara DEGO COLD r � A9yQ666p�a�yyrryryn�mis�,ys�s�n/.��l�Jkr�s 30,, 2 .1 JoAnn Pache, Notary Public _ _ _ M This Power of Attorney is granted and is signed, sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary, are hereby authorized to execute Powers of Attorney appointing the person(s) named as Attomey(s)-in-Fact to date, execute, sign, seal, and deliver on behalf of the Company, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment, and the signature of any officer certifying the validity and current status of the appointment, may be facsimile representations of those signatures; and the signature and seal of any notary, and the seal of the Company, may be facsimile representations of those signatures and seals, and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing, or photocopying." CERTIFICATE I, the undersigned, Assistant Secretary of Insurance Company of the West, Explorer Insurance Company, and Independence Casualty and Surety Company, do hereby certify that the foregoing Power of Attorney is in full force and effect, and has not been revoked, and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies, and are now in full force. IN WITNESS WHEREOF, I have set my hand this 3 rd day of November . 2009 av Jeffrey D. Sweeney, Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attomey Number, the above named individual(s) and details of the bond to which the power is attached. For information or filing claims, please contact Surety Claims, ICW Group, 11455 El Camino Real, San Diego, CA 92130-2045 or call (858) 350-2400. Bond #2305620 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § .. That we, (1) Jackson Construction. Ltd.. as Principal herein, and (2) ** .a corporation organized and existing under the laws of the State of (3) TX/ CA 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 Two Million Five Hundred Seventv-six Thousand Nine Hundred Sixty- three and 65/100...................................... Dollars ($2.576.963.65) 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 3rd day of November. 2009, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if _ copied at length, for the following project: Pavement and Drainage Construction on Edwards Ranch Road. Phase III and Clearfork Main Street 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 Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. .,. SIGNED and SEALED this 3rd day of, November 2009. **Independence Casualty and Surety Company & Insurance Company of the West no ATTEST: (,96ncipal) S etary no ji A L) MW ess�asto Principal .Jackson Construction. Ltd. PRINCIPAL By: � — Name: Larry H. Jackson, President of JCI Partners, Inc., General Partner Title: Address: 5112 Sun Vallev Dr. Fort Worth, TX 76119 Independence Casualty and Surety Compan, & Insurance Company of the West SURET �f .. EST: By: 100, LAls,� Name: Jack M. Crowley Secretary l Attorney in Fact ( A L) Address: 13355 Noel Road, Suite 400 / Dallas, TX 75240-661,9- 'VVi ness as to Surety % Telephone Number: 972-385-9800 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney -in -Fact. The date of bond shall not be prior to date of Contract. me .. me M ow so _ M No. 0004782 ICW GROUP Power of Attorney Insurance Company of the West Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West, a Corporation duly organized under the laws of the State of California, Explorer Insurance Company, a Corporation duly organized under the laws of the State of California, and Independence Casualty and Surety Company, a Corporation duly organized under the laws of the State of Texas, (collectively referred to as the "Companies"), do hereby appoint JACK M. CROWLEY, PATRICIA A. SMML JOBETH WELLS their true and lawful Attomey(s)-in-Fad with authority to date, execute, sign, seal, and deliver on behalf of the Companies, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. In witness whereot; the Companies have caused these presents to be executed by its duly authorized officers this 2nd day of January, 2008. 44p0�o�rof� x—SUt'cFv Wov G� � VORA s`",� ° IN \� 'y 6 INSURANCE COMPANY OF THE WEST OCoSEAL e m le EXPLORER INSURANCE COMPANY INDEPENDENCE CASUALTY AND SURETY COMPANY Jeffrey D. Sweeney, Assistant Secretary J. Douglas Browne, Senior Vice President State of California } ss. County of San Diego On May 21, 2009, before me, JoAnn Pache, Notary Public, personally appeared J. Douglas Browne and Jeffrey D. Sweeney, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument, and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument, the entity upon behalf of which the persons acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. I *moons* JOANNI PXCHE �� COMM. #1846804 NOTARY PUBW-CALIF[IM M yCOMM t/ _ AML 30, 2D13 / JoAnn Pache, Notary Public RESOLUTIONS This Power of Attomey is granted and is signed, sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary, are hereby authorized to execute Powers of Attorney appointing the person(s) named as Attomey(s)-in-Fact to date, execute, sign, seal, and deliver on behalf of the Company, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. RESOLVED FURTHER That the signatures of the officers making the appointment, and the signature of any officer certifying the validity and current status of the appointment, may be facsimile representations of those signatures; and the signature and seal of any notary, and the seal of the Company, may be facsimile representations of those signatures and seals, and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing, or photocopying." CERTIFICATE L the undersigned, Assistant Secretary of Insurance Company of the West, Explorer Insurance Company, and Independence Casualty and Surety Company, do hereby certify that the foregoing Power of Attorney is in full force and effect, and has not been revoked, and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies, and are now in full force. IN WITNESS WHEREOF, I have set my hand this 3 r d day of November 2 9 Jeffrey D. Sweeney, Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attomey Number, the above named individual(s) and details of the bond to which the power is attached. For information or filing claims, please contact Surety Claims, ICW Group, 11455 EI Camino Real, San Diego, CA 92130-2045 or call (858) 350-2400. wo Bond #2305620 no MAINTENANCE BOND no THE STATE OF TEXAS COUNTY OF TARRANT That Jackson Construction, Ltd. ("Contractor"), as principal, and ** a corporation organized under the laws of the State of Tx/CA , ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of Two Million Five Hundred Seventv-six Thousand Nine Hundred Sixtv- threeand 651100........................................................................................................................... Dollars ($2.576.963.65), 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 3rd of November, 2009, a copy of which is hereto attached and made a part hereof, i for the performance of the following described public improvements: Pavement and Drainaae Construction on Edwards Ranch Road, Phase III and Clearfork Main Street the same being referred to herein and in said contract as the Work and being designated as project number(s) C221-303230010783 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) vears; 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, w **Independence Casualty and Surety Company & Insurance Company of the West as no no no no an A 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 3rd of November. 2009. ATTEST: 0-12 Jackson Construction. Ltd. (Principal) cretary PRINCIP (4) BY: Larry H a son, President of JCI TitlePartners..Inc. . General Partner (SEAL) 46witnIce's?Pas to Principal 5112 Sun Vallev Dr., Fort Worth, TX Address 16119 C- 7�( (� (Surety) Secr no (SEAL) as no no No Witness as to Strety 1'13355 Noel Road, Suite 400 (Adddre s) Dallas, TX 7524�-6612 5112 Sun Valley Dr. Fort Worth. TX 76119 Independence Casualty and Surety Company Address) & Insurance ompany of the Wept. BY: /l (Attey-in-fact) (5) Jack M. Crowley 13355 Noel Road, Suite 400 Dallas, TX 75240-6612 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) 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. go No. 0004782 ICW GROUP Power of Attorney Insurance Company of the West Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West, a Corporation duly organized under the laws of the State of California, Explorer Insurance Company, a Corporation duly organized under the laws of the State of California, and Independence Casualty and Surety Company, a Corporation duly organized under the laws of the State of Texas, (collectively referred to as the "Companies"), do hereby appoint JACK M. CROWLEY, PATRICIA A. SMITR JOBETH WELLS their true and lawful Attomey(s)-in-Fact with authority to date, execute, sign, seal, and deliver on behalf of the Companies, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. In witness whereof, the Cowm�p� anies have caused these presents to be executed by its duly authorized officers this 2nd day of January, 2008. 4f�pYPANY�Fr 5CtcJtYTY G �oorua urn y"� J �� o°� o, INSURANCE COMPANY OF THE WEST O SEAL EXPLORER INSURANCE COMPANY ail,� a ��° INDEPENDENCE CASUALTY AND SURETY COMPANY f/` c� Jeffrey D. Sweeney, Assistant Secretary J. Douglas Browne, Senior Vice President State of California } ss. County of San Diego On May 21, 2009, before me, JoAnn Pache, Notary Public, personally appeared J. Douglas Browne and Jeffrey D. Sweeney, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument, and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument, the entity upon behalf of which the persons acted. executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. ,1OANN PACHE «- COMM. #18468M 140TARY Pt78t"AUFORN A SAPS t Go COLMY My „ 2EvMm . JoAnn Pache, Notary Public RESOLUTIONS This Power of Attorney is granted and is signed, sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary, are hereby authorized to execute Powers of Attorney appointing the person(s) named as Attomey(s)-in-Fact to date, execute, sign, seal, and deliver on behalf of the Company, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. RESOLVED FURTHER That the signatures of the officers making the appointment, and the signature of any officer certifying the validity and current status of the appointment, may be facsimile representations of those signatures; and the signature and seal of any notary, and the seal of the Company, may be facsimile representations of those signatures and seals, and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing, or photocopying." CERTIFICATE L the undersigned, Assistant Secretary of Insurance Company of the West, Explorer Insurance Company, and Independence Casualty and Surety Company, do hereby certify that the foregoing Power of Attorney is in full force and effect, and has not been revoked, and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies, and are now in full force. IN WITNESS WHEREOF, I have set my hand this 3 rd day of November . 2009 Jeffrey D. Sweeney, Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s) and details of the bond to which the power is attached. For information or filing claims, please contact Surety Claims, ICW Group, 11455 El Camino Real, San Diego, CA 92130-2045 or call (858) 350-2400, THE STATE OF TEXAS COUNTY OF TARRANT M CITY OF FORT WORTH. TEXAS CONTRACT KNOW ALL BY THESE PRESENTS This agreement made and entered into this the 3rd day of November A.D., 2009, 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, Jackson Construction, Ltd., HEREINAFTER CALLED Contractor. VM 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: Pavement and Drainage Construction on Edwards Ranch Road, Phase III and Clearfork Main Street 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 210 calendar 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 No Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $630 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. Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv„ damage or death is caused, in whole or in Part, by the negligence or alleged negligence of Owner, its officers, servants, or emplovees. 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 anv such iniury or damage is caused in whole or in Part by the negligence or alleged negligence of Owner, its officers. servants or emplovees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (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. N 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 Two Million Five Hundred Seventv-six Thousand Nine Hundred Sixty-three and 65/100..................................................................................................................Dollars, ($2,576,963.65). 3 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 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. Done in Fort Worth, Texas, this the 3rd day of November. A.D., 2009. .. am 'A ." APPROVAL RECOMMENDED: CITY OF FORT WORTH WII,LIAM A. VERKI?'ST, P.E. DIRECTOR, DEPARTMENT OF TRANSPORTATION/PUBLIC WORKS FERNANDO COSTA, ASST CITY MANAGER C.����, ATTEST: Contract ?authorization Date Jackson Construction, Ltd. 5112 Sun Vallev Dr. Fort Worth, TX 76119 .. CONTRACTOR BY: U V President of JCl Partners, inc., Gone- al Partner TITLE 511 ; Sun " ( Icy &;QE) Ft. )O k ADDRESS November 1960 Revised May 1986 Revised Seatember 1992 .. CITY SECRETARY (SEAL) "I1 1g rlb I APPROVED AS TO FORM AND LEGALITY: ASST. CI TTORNEY r w wr ww .. me FORT ORTH APPENDIX A PAVING GEOTECHNICAL REPORT m GEOTECHNICAL ENGINEERING REPORT EDWARDS RANCH ROAD AND CLEARFORK MAIN STREET SOUTH OF SOUTHWEST PARKWAY 121 FORT WORTH, TEXAS TERRACON PROJECT NO.94076310 October 29, 2008 Prepared for. Jacobs Carter & Burgess, Inc. Fort Worth, Texas Prepared by. Terracon Consultants, Inc. Dallas, Texas October 29, 2008 Jacobs Carter 8r Burgess, Inc. 777 Main Street Fort Worth, Texas 76102 Attn: Mr. Ray Ahms RE: Geotechnical Engineering Report Edwards Ranch Road and Clearfork Main Street South of Southwest Parkway 121 Fort Worth, Texas Terracon Project No. 94075310 Gentlemen: Irerracon Consulting Engineers & Scientists Terracon Consultants, Inc. 8901 Carpenter Freeway, Sulte 100 Dallas, Texas 75247 Phone 214.630.1010 Fax 214.830.7070 www.terrawn.com In accordance with your authorization, Terracon has completed its geotechnical engineering report at the referenced site. The work was accomplished in accordance with the general scope outlined in Terracon's Proposal No. P08940426 dated February 29, 2008. The results are presented in the attached report. Please do not hesitate to contact us if there are any questions. We stand ready to assist during the design and construction phases of the project. We appreciate the opportunity to provide these services. Sincerely, Urracon Consultants, Inc. Bradley B ad) J. Smith, E.I.T. �E OF 7.��'�r Project Manager *5�P * FRANKLIN, r ,L L. ZiK ' 874306/5 U_ Daniel L. Franklin, Jr., P.E. rrr'r�ss/ONAL E _ Senior Geotechnical Engineer Delt"ring Success for Clients and Employees Since 1965 More Than 95 Orflees Nattonwida a.i W Tem3con TABLE OF CONTENTS Page INTRODUCTION....................................................................................................................1 PROJECTDESCRIPTION..........................................................................................................1 .................................................................. SITE EXPLORATION PROCEDURES ..................... 1 FieldExploration.............................................................................................................1 LaboratoryTesting..........................................................................................................2 SUBSURFACECONDITIONS....................................................................................................3 SoilConditions................................................................................................................3 Groundwater Conditions..................................................................................................4 ENGINEERING RECOMMENDATIONS.....................................................................................4 GeneralSite Grading.....................................................................................................4 Lime/Sulfate Induced Heave...........................................................................................5 PavementSubgrade Preparation....................................................................................5 i PavementSections.........................................................................................................5 GENERALCOMMENTS.............................................................................................................7 APPENDIX Figures = Boring Location Diagram.................................................................................................1 BoringLogs............................................................................................................... 2-9 GeneralNotes...............................................................................................................10 Unified Soil Classification System.................................................................................11 we no 00 .n GEOTECHNICAL ENGINEERING.REPORT EDWARDS RANCH ROAD AND CLEARFORK MAIN STREET SOUTH OF SOUTHWEST PARKWAY 121 FORT WORTH, TEXAS TERRACON PROJECT NO.94076310 October 29, 2008 INTRODUCTION Ire.. on The project site is located in Fort Worth, Texas. This report describes the subsurface conditions encountered in the borings, and provides pavement recommendations to meet the City of Fort Worth design standards. Our scope of services included drilling and sampling eight borings, laboratory testing, and engineering analyses. PROJECT DESCRIPTION The planned roadway consists of a section of Edwards Ranch Road south of Southwest Parkway 121 and a section of Clearfork Main Street to the intersection before the bridge at the Trinity River in Fort Worth, Texas. The section of Edwards Ranch Road will be about 1,600 feet long. Cuts and fills for this section are anticipated to be up to 7 and 2 feet, respectively. The Clearfork section will be about 2,300 feet. Cuts and fills for this section are anticipated to be up to 3 feet. No retaining walls: are planned for the roadway. These roadways will be considered Collector streets by the City of Fort Worth, and will be designed by Fort Worth Standards. SITE EXPLORATION PROCEDURES Field Exploration Eight borings were drilled on September 26, 2008 at the locations shown on the Boring Location Diagram, Figure 1, in the Appendix. The test locations were established in the field by a representative of Terracon using measurements from available reference features and estimating right angles. The boring locations should be considered accurate only to the degree implied by the methods employed to determine them. Truck -mounted drilling equipment was used to advance the borings. Samples of the soils encountered in the borings were obtained using thin -walled tube and split -barrel sampling procedures. In the thin -walled tube sampling procedure, a thin -walled, seamless steel tube with a sharp cutting edge is pushed hydraulically into the soil to obtain a relatively undisturbed sample. Geotechnical Engineering Report Edwards Ranch Road and Clearfork Main Street Fort Worth, Texas Terracon Report No. 94076310 October 29, 2008 Wei i on In the split -barrel sampling procedure, a standard 2-inch O.D. split barrel sampling spoon is driven into the ground with a 140-pound hammer failing a distance of 30 inches. The number of blows required to advance the sampling spoon the last 12 inches of a normal 18-inch penetration is recorded as the standard penetration resistance value. These values are indicated on the boring logs at the depths of occurrence. The samples were extruded in the field, logged, sealed, and packaged to preserve their moisture content and reduce disturbance during transportation to the laboratory. The results of the field exploration program are presented on the Logs of Boring, Figures 2 through 9, in the Appendix. General notes for log terms and symbols are presented on Figure 10. Laboratory Testing The boring logs and samples were reviewed by a geotechnical engineer who selected soil samples for testing. Tests were performed by technicians working under the direction of the engineer. A brief description of the tests performed follows. Liquid limit, plastic limit, percent passing no. 200 sieve tests and moisture content measurements were performed to aid in classifying the soils in accordance with the Unified Soil Classification System (USCS). The USCS is summarized on Figure 11. Hand penetrometer tests were performed on samples of the cohesive soils to evaluate the consistency of these materials. Absorption swell tests were performed on selected samples to evaluate volume change potential at in situ moisture contents. Results of the swell tests are presented in Table 1 below. The results of the other tests are presented on the Logs of Boring. Lime/pH series tests were performed on samples of the soils to determine the appropriate amount of lime treatment required for the subgrade soils. The results of lime/pH series tests are included on Figure 12. Standard Proctor moisture/density relationships were determined on bulk soil samples. These relationships were used to prepare California Bearing Ratio (CBR) Tests to evaluate the subgrade support of the soils. The results of the tests are presented on Figures 13 through 15. Soluble sulfate tests were performed on selected soil samples. The results of the soluble sulfate tests are presented in Table 2. 2, Geotechnical Engineering Report Edwards Ranch Road and Clearfork Main Street Fort Worth, Texas Terracon Report No. 94075310 October 29, 2008 TABLE 1 - SUMMARY OF SWELL TESTS Terracon Boring Depth Liquid Plasticity Surcharge Initial Final Swell No. (feet) Limit (%) Index (psf) Moisture Moisture N B-1 2-4 54 33 1 250 17.4 24.6 6.9 B-7 6-8 43 28 I 750 15.8 18.2 1.5 TABLE 2 - SUMMARY OF SOLUBLE SULFATE TESTS Boring Depth Soluble Sulfate No. (feet) (ppm) B-1 0-2 I 537 B4 0-2 < 100 B-6 0-2 518 B-8 3.5 — 5 I < 100 SUBSURFACE CONDITIONS Soil Conditions The conditions encountered at the boring locations are depicted on the Logs of Boring. Descriptions of each layer with its approximate depth and thickness are shown on the boring logs. The layer depths are referenced from the surface present at the time of drilling. Layer boundaries on the boring logs represent the approximate location of changes in soil types; in - situ, the transition between materials may be gradual. A brief discussion of the stratigraphy indicated by the exploration program is presented below. Fill materials consisting of brown, tan, and gray sandy lean clays and clayey sands were encountered at the surface in Borings B-2 through B-8. These fill materials contained limestone fragments and occasional calcareous nodules and sand seams. The fill extended to depths of about 3 to 7'/2 feet in the borings. Samples of these fill materials had Liquid Limits (LL's) 3- Geotechnical Engineering Report Edwards Ranch Road and Clearfork Main Street Fort Worth, Texas Terracon Report No. 94075310 October 29, 2008 lrerracon between 30 and 40 percent, with Plasticity Indices (PI's) between 14 and 21. These fills were generally hard in consistency. Beneath the fill materials in Borings B-2 through B-8 and at the surface in Boring B-1, dark gray, gray, tan, and brown clays, sandy clays, and clayey sands were present. Calcareous nodules and deposits were often found in the samples. They extended to termination depths of 10 to 15 feet in the borings. They had Liquid Limits (LL's) of 25 to 54 percent and Plasticity Indices of 14 to 28, and classified as CL to CH and SC by the Unified Soils Classification System (USCS). The clays were generally hard in consistency, and the sands were generally medium dense to very dense. Groundwater Conditions The borings were advanced in the dry using auger drilling techniques which permits observation of groundwater during drilling. Groundwater seepage was encountered in Boring B-2 during drilling at a depth of 13 feet. No groundwater was present upon the completion of drilling the borings. These observations represent only current groundwater conditions, and may not be indicative of other times or at other locations. Groundwater conditions can change with varying seasonal conditions, landscape irrigation, and other factors. ENGINEERING RECOMMENDATIONS General Site Grading Existing grades along the alignment are relatively level. For the section of Edwards Ranch Road, cuts and fill are anticipated to be up to 7 feet and 2 feet, respectively. Anticipated cut and fill depths in the Clearfork Main Street section are up to 3 feet. The on -site soils free of rock greater than 4 inches in maximum dimension are suitable for use in general site grading. Imported material should be a clean soil with a Liquid Limit preferably less than 60 percent and no rock greater than 4 inches in maximum dimension. Prior to placing any fill, the areas to receive fill will need to be stripped and grubbed. Any soft or pumping areas should be excavated to firm ground and properly backfilled. The subgrade should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of ASTM D698 at a minimum of-+2 percent above the optimum moisture content as determined by that test. The fill materials should then be spread in loose, relatively horizontal lifts, less than 9 inches thick, and uniformly compacted to the same criteria. If filling is Geotechnical Engineering Report Edwards Ranch Road and Clearfork Main Street Fort Worth, Texas Terracon Report No. 94076310 October 29, 2008 Terrecon suspended and the subgrade becomes desiccated or rutted, it should be reworked prior to placement of a subsequent lift. Lime/Sulfate Induced Heave The laboratory tests indicate that soluble sulfate content in the soils was generally on the order of 550 ppm or less. When the sulfate concentrations are less than 3,000 ppm, the subgrade soils are considered to be suitable for lime stabilization in the conventional manner using a single lime application. Imported fill material should be.tested for soluble sulfate to evaluate the suitability of soils for lime stabilization. Pavement Subgrade Preparation Subgrade materials encountered consisted of sandy clay soils. Lime stabilization is recommended beneath the planned rigid (concrete) pavements. We recommend that a minimum of 7 percent lime, (TxDOT Item 260), by dry weight,.be used to treat the subgrade soils at this site. The lime should be thoroughly mixed and blended with the top 6 inches of the subgrade (TxDOT, Item 260). The lime stabilized subgrade should be uniformly compacted to a minimum of 95 percent of ASTM D698 at -1 to +3 percent of optimum moisture content determined by that test. Pavement subgrades should be protected from traffic or ponding water. They should be moist cured until the pavement is placed. Site grading is generally accomplished early in the construction phase. However as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. Pavement Sections Pavement design for this project is based on procedures outlined by AASHTO for concrete paved roads, and the city of Fort Worth Pavement Design Standards Manual. The design parameters used in the analysis are presented in Table 3. Geotechnical Engineering Report Edwards Ranch Road and Clearfork Main Street Fort Worth, Texas Terracon Report No. 94075310 October 29, 2008 TABLE 3 — PAVEMENT DESIGN PARAMETERS Design Parameter Annual ESAL's Growth Factor Design Life, Years Design CBR Initial Serviceability, Po Terminal Serviceability, P, Reliability, R Overall Standard Deviation, So Modulus of Subgrade Reaction, K, for pavements without AC Modulus of Subgrade Reaction, K, for pavements with AC Load Transfer ("J" Factor) Drainage Coefficient, without AC Drainage Coefficient, with 4" AC Modulus of Elasticity of Concrete (4,000 psi concrete) Modulus of Rupture of Concrete (4,000 psi concrete) Value 100,000 1.5 % 25 10 4.5 2.5 90% 0.35 225 pci 300 pci 2.9 0.7 1.03 3,600 ksi 580 psi Terrecon The recommended section for a pavement without an asphaltic concrete surface layer is presented in Table 4. The recommended section for a pavement with an asphaltic concrete layer is presented in Table 5. TABLE 4 — SECTION FOR A PAVEMENT WITHOUT ASPHALTIC CONCRETE Pavement Section I Thickness (inches) Portland Cement Concrete 10.0 Lime Treated Subgrade 6.0 Total Pavement Thickness 16.0 Geotechnlcal Engineering Report Edwards Ranch Road and Clearfork Main Street Fort Worth, Texas Terracon Report No. 94075310 October 29, 2008 Terracon TABLE 5 — SECTION FOR A PAVEMENT WITH 4 INCH ASPHALTIC CONCRETE Pavement Section Thickness (inches) Collector Streets Portland Cement Concrete 8.0 Ashaitic Concrete Pavement, 4.0 TxDot Type B Lime Treated Subgrade 6.0 Total Pavement Thickness 18.0 The concrete should have a minimum of 5 t1.5 percent entrained air, and as a minimum, the section should be reinforced with No. 3 bars on 18 inch centers in both directions. The pavements presented in Tables 4 and 5 represent a minimum design thickness. Periodic maintenance must be anticipated and planned. Higher traffic volumes may require thicker pavement sections. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. - The scope of services for this project does not include either specifically or by implication any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. __ 7 Geotechnical Engineering Report Edwards Ranch Road and Clearfork Main Street Fort Worth, Texas Terracon Report No. 94075310 October 29, 2008 lferracnn This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. 01 8 APPENDIX N ? 'AO /! SOBS / moo/ •�pP• �� •% .% / 0-3 ♦ / / EH S RIV(ER ♦ / ��� 8 f 1 1 1 0 300 600 FEET • ♦PPIppwTC Sd1L MOM 80"M L0"TWM ME F/MMKWATE PLAN OF BORINGS EDWARS RANCH ROAD AND CLEARFORK MAIN STREET FIGURE 1 FORT WORTH, TEXAS Prated! No f 94070310 t LOG OF BORING NO. B-1 I CLIENT: Jacobs Carter Burgess PROJECT: Edwards Ranch Road and Clearfork Dallas; Texas Main Street BORING See Figure 1 SITE: S. of Southwest Parkway 121 LOCATION: Fort Worth, Texas SAMPLES TESTS F J U HF i W Z� R $' DESCRIPTION s W tzM = 1 0 Approx. Surface Elevation: N/A ft D rL cnm W U cc o 4 J a 20 0U) � .•••' SANDY LEAN CLAY, Dark gray, hard 2.0 FAT CLAY. Gray, with calcareous nodules, hard 4.0 SANDY LEAN CLAY. • Gray and tan, hard •; 6.0 SANDY LEAN CLAY, Tan, hart( I•. 10.0 B.H. at 10.0' - CL ST 4.5+ - CH ST 4.5+ 17 110 54 33 91 5— CL ST 4.5+ 13 41 22 87 - CL ST 4.5+ - CL ST 4.5+ 10— CL ST 3.25 I w � STRA-1IFlCATION LINES REPRESENT` APPROXIMATE $ BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN i ai iSIU, THE TRANSMON BETWEEN STRATA MAY BE MORE GRADUAL. qu' WATER LEVEL OBSERVATIONS, FEET DATE DRILLED Page 1 of 1 I 9 i Ua ! Irerracon PROJECT CT NNUMBER FIGURE No s8epave Observed.__ - — - — - — 94075310 _ _ — 2 �I No ri LOG OF BORING NO. B- 2 CLIENT: Jacobs Carter Burgess PROJECT: Edwards Ranch Road and Clearfork Dallas, Texas Main Street BORING See Figure 1 SITE: S. of Southwest Parkway 121 LOCATION: Fort Worth, Texas SAMPLES TESTS LL 0 N 0 �- 0 . a U.Z 2 DESCRIPTION Z j W m o a X a Approx. Surface Elevation: WA ft w a w olq a ;� w i o 0 v o_' ? i a l vim a � a � a v� to a V� '• FILL. CLAYEY SAPlp,, •• Tan and gray, with limestone fragments, J JJ dense - CF J ' .l • - � VI •• J4 �� •. SC SS 42112.0 5 30 14 36 i 5— Vj - 6.5 QLAYEY SAPID, dense " CF •'••• ray, with calcareous nodules, � I• j• - i ••• SC ST 4.5+ 5 32 14 40 10 � I•• . - CF ••. 12.5 �;• CLAYEY SAND, - �•• ,• Tan, with gravel, very dense' •• SC SS 50/4.25 8 13 .• 15.0 15 r I B.H. at 15.0' I STRATIFlCATION LINES REPRESENT APPROwmATE - kBAAPoCS: --- - -- BOLINDARIES BETWEM SOIL AND ROCK TYPES. IN SITU. THE TRANSrrION BETWEEN STRATA MAY BE MORE GRADUAL WATER LEVEL OBSERVATIONS, FEET — DATE DRILLED rage 1 of 1 13 wo WM008 •s I Irerracon, FIGURE PROJECT NUMBER 3 94075310 me A wm sr - - - LOG OF BORING. NO. B- 3 CLIENT: Jacobs Cater Buffs PRUJEcT; Edwarc# Rash Road and Ckwfb* Dallas, Texas RAafa Strut j BORING See Figm 1 srm- S. of Sauttcwecst Parkway 121 � LOCATION: Fort Worth, Tee SAMPLES TESTS DESCRIPTfON ' %= yr atLa 0 o`Y 0. Approx. Surface Boon: NIA ft n J �, o, " "am 04.QLAY lYSAND, 4 'Fan and gray, with Limestone fragrnents, dense CF J ' � w V " SC SS=47112.0 5 33 16 35 a�• r .I =j 4 4 i Y ' CF t •� i Vim, �, ID ••""• um devise .'" . t SC SS 15112.0 5 40 r 1 • • . ` CP • • • t • .• 13.0 / �� - i' Y�LAW SdC�.�N��r •' •« 'Can, with gravel, very derme .'t•. SC SS OW12.0 Mo B.H. at I SAY i 90UWA DES BEM M SgCK AID RM TYPES. IN jWU. TW W'tI01M BErNMLR STA AY BE o i WATER LEVEL CIBSERVkTIC15, FEET a�g � I Irfrcan allo we or ob"rved. �w DATE DFULLED Page 1 of 1 $rAVM FIGURE PROXCT NUMBER 4 94075310 .r ►- LOG OF BORING NO. B- 4 CLIENT, Jacobs Carter Burgess PROJECT: Edwards Ranch Road and Clearfork Dallas Texas Main Street BORING See Figure 1 SITE: S. of Southwest Parkway 121 LOCATION: Fort Worth, Texas QAMPLJES TESTS LL DESCRIPTION ru v y Za. I d � jZO W�°mo 0} ` z W Approx. o Surface Elevation: y� � ElWAR � � � aim ��� i°v �° � a 5v-i cg�ri a I -4 FILL C Yi"1(SAND.. VJ CIFBrown, th calcareous nodules and • sand seams, dense ,JJ ' SC TC 100/8.5 3 N/P 27 JJ ' • �J • • CIF �, .• SC TC 100/4.0 �J •. 4.5 SANDY LEM CLAY, 5- CIF Brawn, with calcareous nodules and sand seams SC SS 13/12.0 - CIF SC SS 21/12.0 11 25 7 36 10.0 1 C B.H. at 10.0' I - STRAFICATto1J LINES 'ntrha tea., APPRawMATE REMARKS: BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN Srru, THE TRANSITrON BETWEEN STRATA MAY BE' MORE GRADUAL o WATER LEVEL OBSERVATIONS, FEET I DATE DRILLED Page 1 of 1 FIGURE PROJECT NUMBER on, 5 NO seepage observed. _ — - — 94075310 CLIENT: Jacobs Carter Burgess Dallas, Texas BORING See Figure 1 LOCATION: LOG OF BORING NO. B- 5 PROJECT: Edwards Ranch Road and Clearfork Main Street SITE: S. of Southwest Parkway 121 Fort Worth, Texas SAMPLES TESTS C U,. Z o I ►' O' DESCRIPTION W. 5CZ 2 H Lx ci�5LL LLJ a 0 > �.1— p N Z OC Approx. Surface Elevation: WA ft w v, C 2 a° 0-0 wo o c�a 28 a o s a w min m a. w FILL CLAYEY SAND. • Tan and gray, with limestone fragments, dense to very dense v ' J '• • r� 14 JJ ' ;'• 7.0 SANDY LEAN CLAY. ,• •• Brown, with calcareous nodules, very ' stiff • •• 1 13.0 SAND. Tan, with clay and gravel, very dense I' •.•.•. 15.0 1 B.H. at 15.0' CF SC TC 72/12.0 - CF 5— SC SS 35112.0 6 45 CF CL SS 21/12.0 - CF SC SS 70/12.0 3 9 • i &?RATIFICATION LINES REPRES W—M'PROxIMATE --- BOUNDARIES BETWEEN SOIL AND ROCK TYPES IN SITU, THE TRANSITION BETWEEN STRATA MAY BE ~ I MORE GRADUAL 9 i WATER LEVEL OBSERVATIONS, FEET I DATE DRILLED Page 1 of 1 I � Irerracon, 9�� FlGURE PROJECT NUMBER 6 8 Y No seepage observed. 94075310 No ►- >* _4 AW LOG OF BORING NO. B- 6 CLIENT: Jacobs Carter Burgess PROJECT: Edwards Ranch Road and Clearfork Dallas, Texas Main Street BORING See Figure 1 SITE: S. of Southwest Parkway 121 LOCATION: Fort Worth, Texas SAMPLES TESTS o LL X gzqLLLL O ~O 2►� ZY 1 $ DESCRIPTION U M CrLU $ i w o�ii O� h Q�z rox. Surface Elevation: NIA ft U W App o M� m a oc `� cg o a f m t4 �n LL N� FILL. SANDY LEAN CLAY, CL ST 4.5+ 7 36 21 65 Tan and gray, with calcareous nodules and limestone fragments, hard -4 CL ST JJ ' ./, CL ST 4.5+ J CL ST 4.5+ d' J CL ST 4.5+ �j •. G 4� v 7.0 CF SILTY LEAN CLAY, jBrown and gray, with calcareous / nodules, stiff '- CL SS 15/12.0 10 30 16 60 X 10.0 B.H. at 10.0' 10 'I I I smA' lm-mm uNES REPREsEw APPROXIMATE REMARKS: BOUNDARIES BETWEEN SOIL AND ROCK TYPES. IN �TRRA SITION BUWEEN STRATA MAY BE MOREUAL R WATER LEVEL OBSERVATIONS, FEET i DATE DRILLED Page 1 of 1 i FIGURE PROJECT i 94075310 7 co No seep observed. _ _r MW No LOG OF BORING NO. B- 7 CLIENT: Jacobs Carter Burgess PROJECT: Edwards Ranch Road and Clearfork Dams, Texas Main Street BORING See Figure 1 SITE: S. of Southwest Parkway 121 LOCATION: Fort Worth, Texas SAMPLES TESTS 0 Ux LL O tj �~ � p ? �Y DESCRIPTION w LL Z_ O Z 2 x $ ►- N ¢q w O00 �j w O] op > 0' Approx. Surface Elevation: N/A ft °a OU aJ m. a a 2 U. I ILL. CLAYEY S/ D, 5C ST 4.5+ IIi J •' J Tan and gray, with limestone fragments VJ • SC TIC 100/9.7E� JJ '• JJ '- vJ J ' J V -4' N 7.0 / i/ JILTY LEAN CLAY, ray and brown, with calcareous nodules, hard ZZ 10.0 I B.H. at 10.0' I - L CF • SC ST 4.5+ 7 31 18 46 5 - - SC ST 4.5+ 1 - CL ST 4.5+ 16 117 43 28 87 - CL ST 4.5+ 10 — STM'.1�1C,ATIDN UMM r DES 8EnVEM SOL AND ROCIS TYPES. IN I S(TU, THE TRAWnION BETWEEN STRATA MAY BE MORE C;RADJAL. F WATER LEVEL OBSERVATIONS, FEET i DATE DRILLED Page 1 Of 1 a I $6'200B FIGURE I Irerracon' PROJECT NUMBER 8 No seepage Observed. I 94075310 8 W .r APO go 40 LOG OF BORING NO. B- 8 CLIENT: Jacobs Carter Burgess PROJECT: Edwards Ranch Road and Clearfork Dallas, Texas Main Street BORING See Figure 1 SITE: S. of Southwest Parkway 121 LOCATION: Fort Worth, Texas SAMPLES TESTS O ' a X J F =� }a a U. DESCRIPTION tj m O x o } a< t != o L � o o o Approx. Surface Elevation: WA ft W co a ° z ° - } CL Z i a a mm c0IL � 20 o : a 263 01 LL �11 �tr CLAYEY SANDS� :v Brown and tan, with IImestone SC ST 4.5+ 4 40 20 31 '� fragments, very dense -- _ SC TC 6311ZO r� - J .• 3.0 _ CF a SILTY LEAN CLAY i Brown and gray, with calcareous — nodules, very stiff to hard CH SS 28/12.0 8 38 23 68 �j 5 r / _ / CF N/ CH ST 4.5+ , CH ST 4.5+ 10.0 -- 10---------- B.H. at 10.0' —I fSTRA'1FICATION OW-9-REPRESE V APPROXIMATE REMARKS: -- - BO(MARIES BETWEEN SOIL AND ROCK TYPES. IN � SITU, THE TRANSITION BETWEEN STRATA MAY BE - MORE GRADUAL WATER LEVEL OBSERVATIONS, FEET DATE DRILLED Page 1 of 1 d &2612M FIGURE i Irerracon PROJECT NUMBER No seepage observed. - - - 94075310 9 GENERAL NOTES DRILLING 6 SAMPLING SYMBOLS: SS: Split Spoon -1 3/8' I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube - 2' O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler- 2.42" I.D., 3' O.D., unless otherwise noted HA: Hand Auger DB: Dlamond Bit Coring - 4'. N, B RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 24nch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration' or "N-value'. For 3" O.D. ring samplers (RS) the penetration value is reported as the number of bknvs required to advance the sampler 12 inches using a 140-pound hammer falling 30 Inches, reported as 'blows per foot,' and is not considered equivalent to the 'Standard Penetratlan'or "N-value'. WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling WE: Not Encountered WCI: Wet Cave In WD: While DrVkQ DCI: Dry Cave In BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate deterrnination of groundwater levels may not be possible with h only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification Is based on the Unified Classification System. Coarse Grained Soils have more than 50°% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and slits If they are slightly plastic or non-plasfic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their imlAace relative density and fine-grained solls on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS Standard Unconfined Penetration or Compressive N-value ($S) Strength. Qu, psf Blows/Ft Consistencv < 500 0-1 Very Soft 500 — 1,000 2-4 Soft 1,000 — 2,000 4-8 Medium Stiff 2,000 — 4,000 8 -15 Stiff 4,000 — 8,000 15 - 30 Very Stiff 8,000+ > 30 Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) of other Percent of constituents DryWeiah3 Trace With Modifier <15 15-29 > 30 RELATIVE PROPORTIONS OF FINES Descriptive Term(s) of other Percent of constituents DryWelaht Trace < 5 With 5-12 Modifiers > 12 RELATIVE DENSITY OF COARSE -GRAINED SOii, S Standard Penetratlo or (SS) N-value Rina Sampler (RS) Blows/Ft. Blows/Ft Relative Densitir 0-3 0.6 Very Loose 4 = 9 7-18 Loose 10 — 29 19-58 Medium Dense 30 — 49 59-98 Dense > 50 > 99 Very Dense GRAIN SIZE TERMINOLOGY Major Component of Sample Particle Size Boulders Over 12 In. (300mm) Cobbles 12 in. to 3 in. (300mm to 75 mm) Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) PLASTICITY DESCRIPTION Term Plasticity Index Non -plastic 0 Lover 1-10 Medium 11-30 High > 30 _-- Irerrairna— FIGURE 10 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Coarse-Gralned Soils More than 50% retained on the No. 200 sieve Fine-Gralned Soils 50% or more passes the No. 200 slave Highly organic soils Gravels More than 50% of coarse fraction retained on No. 4 sieve Sands 50% or more of coarse fraction passes No. 4 sieve Clean Gravels Less than 5% tines` Gravels with Fines More than 12•/. fines° Clean Sands Less than 5% fines° Sands with Fines More than 12•A fines° Sifts and Clays inorganic Liquid limit less than 50 organic Silts and Clays Inorganic Liquid limit 50 or more organic Cua4and IsCcs3` Cu < 4 and/or 1 > Cc > 3' Fines classify as ML or MH Fines classify as CL or CH Cu k 6 and l s Cc.c 3' Cu < e and/or 1 > Cc > 3° Fines classify as ML or MH Fines Classify as CL or CH PI > 7 and plots on or above A' One' PI < 4 or plots below'A' line' Llqufd Imit - oven dried < 0.75 Liquid Omit - not dried PI plots on or above 'A' line PI lots below'A' line Liquid limit - oven dried < 0.75 Liquid IknR - not dried Primarily organic matter, dark in color, and organic odor "teased on the material passing the 34n. (75-mm) slave elf field sample contained cobbles or boulders, or both, add'wlth cobbles or boulders, or both' to group name. cGravels with 5 to 120/6 fines require dual symbols: GW-GM well -graded gravel with slit, GW-GC well -graded gravel with day, GP -GM poorly graded gravel with sOL GP -GC poorty graded gravel with day. °Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with slit, SW -SC well -graded sand with day, SP-SM poorly graded sand with Sill SP-SC poorly graded sand with day ECU = DedD10 Cc = Dic x Dao FIf soil contains 2 15% sand, add "with sand' to group name. elf fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. Group Symbol GW GP GM GC SW SP SM Sc CL ML OL CH MH OH PT Soil Classification Group Name` Well -graded graver Poorly graded graver Silty graver-" Clayey graver-" Well -graded send Poorly graded sand Silty sand*10 Clayey sand°`o Lean clayw• Silt"•" Organic clay-- Organic sNtK"10 Fat clay`i" Elastic Silt"A Organic clay""" Organic sMeA140 Peat "If fines are organic, add'wtth organic fines' to group name. 1 If soil contains 215% gravel, add 'with gravel' to group name. d If Atterberg limits plot In shaded area, soil Is a CL-ML, silty day. Klf soil contains 15 to 29% plus No. 200, add With sand' or 'with gravel,' whichever Is predominant. L If soil contains 2 300/9 plus No. 200 predominantly sand, add 'sandy' to group name. M If soil contains 2 30% plus No. 200, predominantly gravel, add 'gravelly' to group name. NPI 2 4 and plots on or above 'A' line. e PI < 4 or plots below W the. PPI plots on or above 'A' One. e PI plots below'A' One. eC i i I , X 1 For clasalfication of fine-grained sops and ftns-grained fraction ' 50 —of coars"rained soils `cp Equation of 'A' - line a Horlzontal at Pi-4 to LL-25.5. p40 — then PI-0.73 (LL-20) °� Equation of "U" - Ana ? Vertical at LL-1e lo PI=7/ G`r 30 — Shen PI-0.9 (LL-0) g 20MH or OH G 10 cML or OL I 0 10 1e 2a 30 40 50 eo .0 90 90 100 110 LIQUID LIMIT (LL) Irerracon- FIGURE 11 FORT WORTH APPENDIX B USAGE: Criteria for Construction Within the Limits of Existing Federal Flood Protection Projects DEPARTMENT OF THE ARMY SWFP 1150-2-1 U.S Army Corps of Engineers, Fort Worth District P.O. Boa 17300 Fort Worth, Texas 76102-0300 Pamphlet No. 1150-2-1 31 October 2003 Local Cooperation CRITERIA FOR CONSTRUCTION WITBIN THE LIIv 1TS OF EMSTING FEDERAL FLOOD PROTECTION PROJECTS 1. Pamphlet Purpose. This pamphlet provides guidance to individuals, developers, architect -engineering firms, local project sponsors, and local governmental agencies for the construction of new facilities or the modification of existing facilities within the limits of an existing Federal flood protection project constructed by the U.S. Army Corps of Engineers, Fort Worth District (CESWF) and for which local project sponsors and/or local governmental agencies have the responsibilities for operation and maintenance. The CESWF, in accordance with Title 33 CFR, Section 208.10, retains the right of review and approval on all proposed improvements and/or modifications that are passed over, under, or through the walls, levees, improved channels, or floodways of such projects. The guidance contained in this pamphlet applies to the activities described herein in most cases; however CESWF reserves the right to reconsider this guidance at any time due to unknown or unforeseen circumstances, technological advances, additional information, etc. 2. Applicability. This pamphlet applies to all Federal flood protection projects constructed by CESWF, and for wlrich a letter of assurance agreeing to the operation and maintenance of the flood protection project has been furnished CESWF by the project's local sponsor. 3. Project Purpose. A Federal flood control project is designed to safely carry floodwater within the project and through a developed area. As such, any proposed developments within the project must keep the safe passage of floodwater as the first priority. The roles of the CESWF and the project local sponsor are to maintain the integrity of the project while preventing negative impacts to the passage of the project design flood. The CESWF will not allow the safetyof the project to be compromised or the required design carrying capacity of the project reduced. 4. General Criteria for Construction Within a Floodway. a. As early as possible during the planning process, discuss preliminary proposals with the CESWF and the local sponsor to avoid major revisions or project delay. The local sponsor may make any requirements of this Pamphlet more stringent than those contained herein. Concept proposals may be submitted for review. Submit the proposed construction starting date and the detailed project construction schedule, including sequence of construction prior to initiation of work b. Construction may not start until final written contract drawings and plans have been reviewed and approved in writing by both the CESWF and the local sponsor. c. Furnish five (5) sets of plans and specifications for the proposed work to the CESWF, Operations Division, ATIN: CESWF-OD-M, via the local sponsor sufficiently in advance of proposed construction to allow adequate time for review and approval. A vicinity map shall be included in the plans showing the right-of-way boundaries of the flood protection project with specific levee toe and channel slope limits in the portion of the project being crossed, if applicable. This vamphlet supersedes SWFP 1150-2-1 dated 15 October 1985. d If boring, jacking, or tunneling operations are planned; detailed designs, calculations, and construction procedures must be provided for review. See subsequent paragraphs for additional details and required procedures. e. Practice approved construction methods and best management practices to minimize erosion at the construction site. All work shall be performed in such a manner as to be as environmentally friendly as possible. This includes making every effort to reduce the turbidity of the water at the site, such as by limiting the amount of time construction equipment is in the water. A storm water pollution prevention plan (SWPPP) must be included in the final project submittal. f. When construction work is in progress in a project located downstream of a Federal dam, a request from the contractor for changes in regulated releases will be considered on individual cases only. Normally, -regulated releases from upstream lakes for evacuation of floodwaters, water supply, recreation, or other purposes considered to be in the best interest of the public will have first consideration. A flood event could occur at any time during construction activities and could affect these activities. g. Construction equipment, spoil material, supplies, forms, buildings for inspectors, labs, or equipment and supply storage buildings, etc., shall not be placed or stored in the floodway during construction activities. Any item that may be transported by flood flows shall not be stored within the project. Locations of construction trailers and stockpile areas shall be included on project plans and approved by the CESWF and the local sponsor. h. th addition to other requirements set forth in this Pamphlet, permits may be required under Section 10 and Section 404 for the desired work. These permits require a minimum of 90 days to process. It is recommended that contact with the CESWF Regulatory Branch be initiated in the early planning stages to prevent delays. i. Repair or replace any maintenance and operation roads disturbed during construction to a condition equal to or better than their condition before construction. All roads must be inspected by the local sponsor prior to completion of the project. j. Compact all fill and backfill in 6-inch lifts as specified in job specifications approved by the CESWF. Compaction shall be to at least 95 percent of modified density as specified in ASTM D-1557. All backfill shall consist of impervious materials. Reestablish vegetation to its original condition or better. Remove all excess material from the limits of the floodway. k. Provide scour protection consisting of articulating revetment system protection capable of being re - vegetated at the outfall of stilling basins designed according to the issuing jet velocity. If approved by the local sponsor, riprap, gabions, or concrete paving may be substituted for the revetments. 1. The crown or crest of the levee referred to in this pamphlet is the original or design levee crest elevation. This may or may not be the same as the current levee crest elevation. All modifications shall be based on the higher of the two elevations. m. Upon request, the CESWF Hydrology and Hydraulics Section may provide applicable hydraulic models to be used for design. n. Any permanent disturbance of existing recreation facilities must be mitigated o. Sump areas adjacent to federal projects are considered an integral part of the federal project and any modifications to them will be reviewed and approved in accordance with this Pamphlet SWFP 1150-2-1 5. Crossing Over Existing Levees At Grade. a. The local sponsor may decide to not allow any proposed crossing over existing levees at grade. b. No excavation or notching will be performed into or on the levee, or within the levee template. c. Strip topsoil from the levee and place the line up and over the levee template slopes at grade. This will require rather abrupt line grade changes at the levee crest. Cover the new line by placing new fill uniformly on the slopes and top of the levee to slope away from the line and parallel to the longitudinal axis of the levee. Provide a minimum of 2 feet of cover over the new line. The slope of the fill shall be 1 vertical on 20 horizontal or flatter. Replace the topsoil, reestablish grass on all disturbed areas, and restore any roadways. d. All valves located within 15 feet of either side of the projected toe of the levee shall be provided in a concrete box enclosure with a manhole type cover. Valve boxes located within the floodway shall be underground and flush with the surface. If the valve box is placed in the levee crest, the bottom of the excavation shall be not lower than one foot above the design water surface elevation. Fill shall be uniformly placed to slope away from the top of the valve box. If possible all valves shall be placed on the landside of levees a minimum of 15 feet from the projected levee toe. e. Provide water -tight sealed manhole covers for all manholes within the floodway having tops below design water surface elevation. Fasten manhole covers to the manhole structures. 6. Crossing Under Levees with Open Excavation. a. Provide a temporary ring levee (cofferdam) on the riverside of the existing levee at the location of the subject crossing to the same top elevation as the existing levee. This ring levee shall have a minimum crest width of 10 feet and sides slopes of 1 vertical on 3 horizontal or flatter. Construct the levee of impervious materials according to the provisions specified in Paragraph 4j. b. When the temporary ring levee is complete, excavate through the existing levee using one vertical on three horizontal cut slopes. The toe of the levee and ring levee shall be a minimum of 20 feet (measured horizontally) from the top edge of the excavation. c. Generally, sources for borrow materials shall not be located within the limits of the floodway right-of-ways. In addition, depending on the type of soil and whether or not pervious materials or unstable materials exist in the foundation of the existing levee, it may be desirable to limit the depth of excavation or specify a minimum distance from the land -side toe of the levee. All excavated slopes shall be properly designed and the drawings sealed by a registered professional engineer. d. After the line has been placed, the open excavation will be compacted in accordance with Paragraph 4j. When backfill operations are completed, the entire foundation area to be occupied by the replaced levee fill shall be scarified, plowed, and/or harrowed to a depth of 6 inches, and then compacted by at least 16 complete passes of the tamping roller or 95 percent modified density, whichever is more rigorous. e. Accomplish levee replacement by placing fill in 6-inch lifts and compacting by not less than eight complete passes of a tamping roller or at least 95 percent modified density. After compaction, the moisture content shall be within the limits of 3 percentage points above optimum to 2 percentage points below optimum moisture content. SWFP 1150-2-1 so f. Determine the in -place moisture content and density of the levee fill on a frequency of about one sample for each 2500 cubic yards of backfill placed in the levee. g. When the breached levee has been reconstructed to its original grade, remove the temporary ring levee and dress and turf the surface areas of the plugged section. h. Provide water -tight sealed manhole covers for all manholes within the flood protection project having tops below design water surface elevation. Fasten manhole covers to the manhole structures. i. For pipelines, install a positive cut-off structure to prevent water from the riverside flowing through the pipeline to the landside. If located on the riverside of a levee, extend the cut-off structure to the levee crown elevation by bridge. This structure must be accessible no matter what flood condition may exist - The closure device must be operational by manpower, if necessary. j. Provide gravity storm drains discharging into the floodway with automatic flap gate(s) at the discharge end of the line and energy dissipaters, as required. The owner or local sponsor, as per written agreement, shall be responsible for inspection and maintenance to ensure proper operation of the flap gates. k. Use monolithic conduits or conduits with water -tight joints under the levee and levee template. 7. Crossing Under Levees with Boring or Jacking of Sleeves. The sequence of work shall be as follows: a. Excavate the boring and jacking pit (must be on the land side outside the projected toe of the levee template slope). b. Bore and jack the sleeve to a point beyond the projected riverside toe of the levee template slope. c. If the difference in the diameters of the bore and sleeve exceeds 3 inches, the annular space shall be pressure grouted with bentonite slurry. d. Place the product line in the sleeve. e. Pressure grout the product line in sleeve with bentonite slurry. £ Excavate the pit on the riverside and construct a manhole with gate valve placed on inside face of manhole away from channel. Tie line from sleeve under levee into manhole with gate valve. g. Tie line from sleeve under levee into a manhole on landside. h. During work on items a through h, a plug will be required to be placed and braced at the open end of the sleeve and pipe located in the jacking pit at the close of work each day. This plug must remain in place until the gate valve is installed and conmections made to ensure protection from flooding from the river. 8. Horizontal Directional Drilling Under Levees and Channels. a. Detailed contractual drawings, plans, procedures, and engineering calculations shall be provided to CESWF for review. These must include all the requirements of Paragraph 4 above and the following additional items: (1) Inside diameter of the final bore hole and outside diameter of the product casing. SWFP 1150-2-1 (2) Detailed description of construction and horizontal boring methods to be utilized- (3) If the difference in the diameters of the final bore and product casing exceeds 3 inches, provide the method of pressure grouting the annular space between the outside of the product casing and the inside of the bore to prevent seepage under the levee template during maximum river stages. (4) A profile of the proposed line showing alignment (including location of the river and levees). (5) Location of entry and exit points, location, elevations and proposed clearances for all utility crossings and structures (6) Right-of-way lines, property, and other utility right-of-way or easement lines (7) Depth under the base of the levee, depth of the line under the river channel, and location of both ends of the string. If the proposed depth of the string directly below the base of the levee is less than 30 feet, then detailed engineering calculations sealed by a registered professional engineer shall be provided for review. These calculations must show a minimum 1.5 factor of safety against hydro -fracturing to be acceptable. b. Develop and provide a quality control plan for the project that includes the maximum allowable drilling pressure, gage calibration method, and responsibility for assuring that the pressure is not exceeded. c. The minimum clearance distance from the top of the pipe encasement to the original design river bottom elevation shall be 7 feet. Should the existing channel bottom elevation be lower than original design grade, the new line shall be the discussed depth below the existing bottom elevation. d. Develop and provide a quality control plan for the project that includes the maximum allowable drilling pressure, gage calibration method, and specific responsibility for assuring that the pressure is not exceeded. During the drilling process, the pressure in the borehole must be monitored to ensure that the operational drilling pressures remain within the safe limits to prevent soil fracturing. The name of the party responsible for monitoring the work must be specified. 9. Bridges Crossing Levees. a. The bottom of low steel of the bridge shall be above the design crest elevation of the levee. No notching into the levee will be allowed. b. All bents should be located to minimize the number of bents located within the template of the levee. Driving of piles within the template of the levee will not be allowed. Bents at these locations should only be designed as drilled piers. c. Bridges will not be located where their construction will block maintenance access roads presently located within the floodway. d. All storm water runoff from bridge decks must be piped to grade to prevent erosion within the floodway. e. Re -vegetated mat type slope protection must be provided from the top of the levee to the floodway bottom under the shadowline of the bridge. SWFP 1150-2-1 f. The bridge must be designed to minimize the number of pier bents. If the new bridge is within 500 feet of an existing bridge the new pier bents must be in alignment with the adjacent bridge. 10. Buried Lines Parallel to Levees and Channels. a. Buried lines parallel with a levee (either on the river side or land side) will not be allowed where the buried lines final location will be within the extended template of the levee. For example, a line buried 5 feet deep must be at least 15 feet away from the toe of a levee with a 1 vertical on 3 horizontal slope. b. Sumps, ditches, swales, or other project features crossed by the buried line shall be restored to their pre construction condition. c. Buried lines parallel with the channel bank must be at least 25 feet from the projected river channel slope template. d. When a buried line crosses a discharge channel, place the line on piers with the piers aligned so as to provide minimal obstruction to flow in the discharge channel and designed so as to catch minimal debris. The preferred alternative would be to place the line under the discharge channel and encase it with concrete. Extend the encasement a minimum of 5 feet beyond the top of the channel side slopes. 11. River and Chanel Crossing Criteria. a. Crossings Under Rivers and Channels by Open Excavation: (1) Bury the line a .a.y.:- — of 7 feet below the original design river bottom elevation. Should the existing channel bottom elevation be lower than original design grade, the new line shall be the discussed depth below the existing bottom elevation. (2) Sufficiently anchor or encase the line to prevent floatation. (3) Backfill the excavation with material similar to that excavated. If soil is excavated, backfill with compacted impervious fill material and if rock is excavated, backfill with concrete. (4) No cofferdam fill type crossings shall be allowed in water greater than six (6) feet in depth, and will then only be allowed if geotechnical and structural designs prove that sheet piling would not be a viable method. b. Crossings Over Rivers and Channels. (1) Provide a minimum freeboard between the low point of the crossing and the design water surface elevation of three feet or to the top of any levee, whichever is higher. (2) The obstruction caused by the supporting bridge and its piers shall not significantly reduce the carrying capacity of the floodway. No longitudinal cross bracing will be used. (3) Submit final plans and hydraulic computations to indicate that the proposed project would not reduce the floodway capacity. (4) Projects crossing navigable waterways (Trinity River downstream from Riverside Drive in Fort Worth, Texas) shall require a United States Coast Guard permit. Clearances and requirements shall be as directed by the Coast Guard. SWFP 1150-2-1 6 12. Roadway or Railroad Crossings. a. The low steel of a bridge shall have an elevation not lower than the crown of the levee or top of bank or 3 feet above the design water surface, whichever is higher. Contact CESV F for the current design water surface at the location of the proposed roadway crossing. Additional clearances shall be required for fixed spans over navigable waterways. b. Submit final plans and hydraulic computations to indicate the proposed roadway or bridge would not reduce flows or project capacity. Projects will not be approved that reduce the carrying capacity of the project c. Any roadway over a navigable waterway will require a permit from the United States Coast Guard. d. See Paragraph 9 for special requirements for crossing levees. e. Hold temporary roadway fill to a minimum to prevent increasing the water surface elevation should a flood occur during the construction period. Construct all temporary ramps from levees going in a downstream direction. This will prevent flows from being directed into the face of the levees. 13. Headwall, Chutes, Gate Valves, Flap (Automatic) Gates, etc. a. Install headwall, gate valve structures, flap (automatic) gates, and other types of outfall structures in such a manner to prevent obstruction of flow or creation of scouting conditions within the project All headwalls must transition with the slope and flow discharge points must be at an elevation equal to the bottom of the slope or at the normal water surface. Chutes will not be allowed unless they are the only viable alternative. b. All structures shall be installed in such a manner so as to not create maintenance problems. 14. Pump Discharge Pipelines Over Levees. a. The invert of the discharge shall be at the toe of the protective works (levee) and shall be free -vented at the highest point For very large lines deviation from this criteria may be considered, but under no condition shall excavation be permitted into the levee. See Paragraph 5 for requirements for crossing over a levee on grade. b. Flap (automatic) gates are not required at the outfall of the discharge lines. 15. Electrical and Telephone Criteria for Overhead Wire Crossings. a. The local sponsor may require directional boring under the levee as opposed to an overhead crossing. b. No structure (poles or otherwise) shall be located closer than 15 feet from the toe of any levee. c. No structure (poles or otherwise) shall be located closer than 15 feet from the top of any channel slope. d. Provide a minimum vertical clearance of 28 feet between the crown of the levee and the low wire at the low point of the wire at the levee crossing computed under the most adverse conditions (temperature, wind, load, etc.). SV,r P 1150-2-1 e. Provide a minimum vertical clearance of 28 feet between the natural ground and the low wire at the low point of the sag in the area of the project channel, or three feet above the project design water surface level, whichever is higher. (Check Electrical Code for minimum clearance of high voltage lines.) f. Locate guy wires and anchors in such a manner that they do not interfere with the operation and/or maintenance of the channel, levees, or related structures. No anchors may be placed on the levee. 16. Low Dams or Diversion of Flows. a. Submit plans, hydraulic and structural computations, and specifications for low dams or other obstructions for review and comments prior to the construction of any type dam structure in a project area. These plans will be reviewed to determine if adverse hydraulic or structural effects would occur within the project as a result of the proposed construction_ Prior to an extensive engineering study for any type of water barrier in a project, the CESWF and the local sponsor will review the concept plan, proposed location, and purpose. b. Diversion of flows into or out of a project area shall be reviewed as to possible adverse hydraulic or structural effects. 17. Process for Abandoning Existing Pipelines. a. Requests to abandon existing buried pipelines within a project shall be submitted in writing to CESWF and the local sponsor. No buried line within a floodway may be abandoned without the review and approval of CESWF and the local sponsor. b. As a minimum, the portion of the abandoned pipeline under a levee shall be completely filled with concrete or grout to prevent seepage through the abandoned line during flood conditions. c. Abandoned buried pipelines that are located on floodway property, but are not located under a levee shall be plugged at each end with concrete or grout. d. Any structures associated with abandoned buried pipelines, for example, manholes, shall be removed and the resulting hole filled and compacted in accordance with the provisions in paragraph 4j. e. Above -ground abandoned pipelines shall be removed from floodway right-of-way, including any associated structures. 18. Construction of Recreation Facilities. Submit plans to the CESWF for review and approval on any proposed recreation type facilities to be constructed in an existing or approved Federal project area. Each plan shall include hydraulic computations and will be reviewed for individual and cumulative effects to determine if the proposed construction would produce adverse effects on an existing or approved project area. If adverse effects on the carrying capacity of the project are determined, the project will be disapproved. The local sponsor may construct minor recreation improvements as needed so long as final as - built plans are provided to CESWF. 19. Planting of Trees Within a Floodway. a. The purpose of a Federal flood protection project is to carry floodwater through an urban area. Anything in the floodway that restricts flow or can catch floating debris will reduce the carrying capacity below its design limits and will not be allowed. The local sponsor is directed to remove all trees on the SWFP 1150-2-1 levees or adjacent to the channel and also as many other trees and obstructions within the floodway as reasonably possible. b. Planting of trees on the levees will not be allowed nor approved. c. Planting of additional trees within existing flood protection projects or adjacent to channels is not - encouraged and will be evaluated only on a case -by -case basis. Only trees with deep -type root systems and high canopies may be planted in selected areas of existing flood protection projects. The plantings shall be a minimum of 50 feet away from the toe of the levee or the top of the channel bank Trees may be placed no closer than at an average spacing of 100 feet, center -to -:enter. Prune trees to permit mowing immediately adjacent with tractor type mowers. No bush or vine type plants will be permitted. Minimum application of ground cover plants for slope protection will be allowed, subject to approval by the local sponsor. d. Submit a coordinated planting plan with hydraulic computations for review and approval. This plan must also show all existing trees within 1000 feet of the proposed new trees. CES WF-EC-DG CAROL J.SHEAD Publications Control Officer DISTRIBUTION: .. We SWFP 1150-2-1 9 rd I No FORT WORTH APPENDIX C Corrosivity Design Cathodic Protection Specifications .r CORROSIVITY STUDY CORROSION PROTECTION DESIGN CITY OF FORT WORTH 48" & 36" DIAMETER W-1 & W-lA CLEARFORK MAIN STREET WATERLINE PROJECT FORT WORTH, TEXAS PREPARED FOR KIMLEY HORN and ASSOCIATES FORT WORTH, TEXAS PREPARED BY CORRPRO COMPANIES, INC. HOUSTON, TEXAS JULY, 2009 r A wo aw +N G:l obs1200913066311ER1-2701.doe TABLE OF CONTENTS ■ 1.0 Introduction 2.0 Executive Summary 3.0 Corrosivity Evaluation 3.1 Summary 3.2 Results and Analysis 3.3 Corrosion Protection Requirements 4.0 Design Report 4.1 Summary 4.2 Protective Coating 4.3 Pipe Bedding and Backfill 4.4 Cathodic Protection 4.5 Joint Bonding and Electrical Isolation 4.6 Test Stations 4.7 Conclusions and Recommendations Appendices Appendix A Field Data Appendix B Laboratory Data Appendix C Specification Section15640 — Joint Bonding and Electrical Isolation Appendix D Specification Section 15641— Corrosion Control Test Stations Appendix E Specification Section 15642 — Magnesium Anode Cathodic Protection System Appendix F Project Drawings CORRROSIVITY STUDY CORROSION PROTECTION DESIGN CITY OF FORT WORTH 48" & 36" DIAMETER W-1 & W-1A CLEARFORK MAIN STREET WATER LINE PROJECT FORT WORTH, TEXAS 1.0 INTRODUCTION Corrpro Companies Inca has been retained by Kimley Horn and Associates to perform corrosivity evaluation and corrosion protection design services for the City of Fort Worth 48" & 36" Diameter Water Line Extension for Clearfork Main Street W-1 and W-lA Waterline project located in Fort Worth, Texas. The proposed 48" & 36" pipeline has a total approximate length of 1,160 linear feet. The proposed 48" & 36" diameter water pipeline will be offered for bid with the dielectrically coated carbon steel pipe material alternative: Upon completion of the corrosivity evaluation, a corrosion protection design was prepared including the requirements for joint bonding, electrical isolation, stray current control, corrosion monitoring test stations and cathodic protection. This report presents the results of the corrosivity evaluation and corrosion protection design. 2.0 EXECUTIVE SUMMARY • 2.1 Based on analyses of the electrolyte characteristics, the soil is classified as corrosive with respect to the dielectrically coated steel pipe with 33.3% of the measurements less than 3,000 ohm -cm in the 5 to 10 foot layer. Furthermore, wide variations in soil resistivity can promote the formation of concentration cells that lead to corrosion. no s 2.2 Soils along the proposed pipeline route are considered corrosive to the dielectrically coated steel pipe material. Therefore, corrosion protection measures are recommended for this pipe material to preserve the physical integrity of the pipeline. 2.3 The dielectric bonded coating on the steel pipe is the primary corrosion control mechanism. However, corrosion will occur at those areas where there are breaks (holidays) in the coating. Therefore, the coating must be supplemented with cathodic protection. The installation of a cathodic protection system is therefore recommended for the dielectrically coated steel pipe to mitigate corrosion at coating holidays. 2.4 Joint bonding at all mechanical connections is also required. 2.5 The evaluation indicates that stray direct currents and stray alternating currents may be a concern for the pipeline integrity. The installation of test stations to monitor possible DC and AC interference are recommended. 2.6 Test stations should be installed at all cathodically protected foreign pipeline crossings, cased crossings, major road crossings, cathodic protection magnesium anode ground bed locations, and at the location of all in -line underground electrical isolators to monitor the effectiveness of the proposed corrosion protection system and to allow for AC and DC interference testing. 3.0 CORROSIVITY EVALUATION 3.1 SUMMARY The soil corrosivity analysis and corrosion control recommendations presented in this report are based on the field soil resistivity survey and laboratory soil analysis conducted by Corrpro Companies, Inc. During the field evaluation Corrpro also investigated the possibility of interference due to stray DC currents and overhead high -voltage AC power lines, which might affect the physical integrity of the proposed water pipelines. w The evaluation performed is the basis for determining the corrosion protection requirements for the 48" and 36" W-1 & W-lA Clearfork Water Line project. 3.2 RESULTS AND ANALYSIS Field and laboratory testing was performed to collect chemical and electrical data pertaining to the corrosivity of the proposed pipeline alignment with respect to the dielectrically coated carbon steel pipe. Im .w Soil resistivity measurements were recorded from grade to depths of five feet, five to ten feet and ten to fifteen feet at three (3) locations along the proposed right-of-way. This data is recorded in Appendix A. Using the Barnes Layer procedure, soil resistivity was calculated for the 5 to 10 feet and 10 to 15 feet layers for the proposed route. Statistical distribution of the soil resistivity for the layers of interest, where the pipeline is to be installed, is summarized as follows: City of Fort Worth 48" & 36" Diameter Clearfork Main Street Waterline Proiect Soil Resistivitv 5-10 Feet 10-15 Feet Minimum 2,000 ohm -cm 3,447 ohm -cm Maximum 10,067 ohm -cm 15,464 ohm -cm Average J 5,515 ohm -cm 10,729 ohm -cm Percent < 1,000 0.0% 0.0% Percent < 2,000 0.0% 0.0% Percent < 3,000 16.7% 0.0% Percent 3,000 33.3% 50.0% Percent > 5,000 16.7% 33.3% Soil samples collected by a geo-technical firm during a previous project that were located in the immediate area of this project were tested in the laboratory for moisture content, pH, chloride ion concentration, sulfide ion concentration, conductivity and resistivity. Laboratory test results are tabulated in Appendix B. ,%a .r .00 With respect to the chemical properties of the soil, the test results of the samples indicate the following: Moisture content: 4.7% - 13.0% pH: 8.0 — 8.4 Chloride ion concentration (ppm): 8.0 — 18.0 Sulfide ion concentration (ppm): 0.0 Conductivity (microhmos): 310 — 1,000 Resistivity (ohm -cm): 1,000 — 3,200 ad w .w' Considering each of the chemical and electrical soil properties that are tested in the field and the laboratory, general guidelines for interpreting the results are as follows: Soil Moisture - The higher the soil moisture content, the greater the anticipated rate of corrosion. Moisture contents typically range from 1% (very dry sands) to 40% (clays holding a great deal of moisture). Typical values are 10 to 15% with over 20% moisture considered high. pH - Acidic soils and groundwater are more conducive to galvanic corrosion of ferrous materials than alkaline soils and groundwater. Chloride Concentrations - Chloride ions are cathode depolarizers, which enhance the rate of corrosion. The higher the concentration, the greater the rate of corrosion. Many soils have chloride concentrations less than 10 ppm. Concentrations over 50 ppm are significant from a corrosion standpoint. Sulfide Concentration - Any detectable concentrations of sulfide ions are indicative of anaerobic conditions that may support high rates of ,s metal dissolution due to microbiologically influenced corrosion. Conductivity - For a given corrosion cell with a fixed potential difference between the anode and cathode, the higher the conductivity, the greater the metal loss. Conductivities over 350 microhmos/cm (equivalent to a resistivity of 2850 ohm -cm) are considered high. r Soil Resistivity - Resistivity is a common parameter for evaluating the corrosiveness of the soil. Resistivity is the inverse of conductivity and is measured in units of ohm -centimeters. Corrosivity is often an inverse function of resistivity with low resistivity soils usually more corrosive than high resistivity soils. Resistivity is also related to the concentration of salts with low resistivity indicating high levels of salt. The field survey revealed that overhead high voltage power transmission lines do not parallel the proposed pipeline alignment. Therefore, induced so AC voltages from high voltage power transmission lines installed near the proposed pipeline alignment are not a concern. However, foreign cathodic protection systems are present in the area and could affect the pipeline IN integrity. 3.3 CORROSION PROTECTION REOUIREMENTS An analysis of the field data obtained during the survey and of the types of proposed pipe materials was made to determine the requirements for and aft �1 types of corrosion protection that could be considered for the City of Fort Worth 48" & 36" diameter W-1 & W-lA Clearfork Main Street waterline. Low soil resistivity, high moisture content and areas with concentrations of chloride ions along the proposed pipeline alignments indicate that ferrous materials will be subject to electrochemical corrosion. Joint bonding will be required to maintain electrical continuity at all non - welded pipeline joint locations. The dielectric coating on the steel pipe is the primary corrosion control mechanism. Corrosion will occur, however, at those areas where there are breaks in the coating. Therefore, the coating must be supplemented with cathodic protection through out the length of the proposed pipeline. In summary, it is recommended that cathodic protection should be installed on the 48" & 36" diameter Clearfork Main Street Water Line project W-1 and W-lA pipeline. It is necessary to electrically isolate the pipeline at all tie-ins to other buried metallic pipelines regardless of the type of metallic pipe material. In addition, where the pipe passes through casings, the carrier pipe in the casings must be electrically isolated from the casing. Monitoring test stations should be installed for the pipeline at cathodically protected foreign pipeline crossings, cased crossings, and major road crossings, galvanic anode ground beds and at the location of in -line underground pipeline isolators. 4.0 CORROSION PROTECTION DESIGN REPORT 4.1 SUMMARY The proposed 48" & 36" diameter W-1 & W-lA dielectrically coated carbon steel pipeline will be offered based on the following configurations: A corrosion control system consisting of galvanic magnesium anode cathodic protection, joint continuity bonds for all non - welded joints, monitoring test stations, joint isolation at connections to existing pipelines and electrical isolation at cased crossings is recommended for this pipeline configuration. 4.2 PROTECTIVE COATINGS A polyurethane coating system shall be used to prevent corrosion of the external surfaces of the carbon steel pipeline. The polyurethane coating shall be in accordance with the ANSI/AWWA C222 Standard. All welded and/or mechanical joints should be coated with heat shrink sleeves. .. ow Proper installation of the heat shrink sleeve must be assured to prevent any delamination between the coated pipe and the sleeve. 4.3 PIPE BEDDING & BACKFILL There may be places along the pipeline right-of-way where the pipe may be installed in rocky areas. It is essential that the pipe be provided with proper bedding to prevent physical damage to the pipe, mortar and/or dielectric coating. It is recommended that bedding materials such as clean river sand be used for this purpose. Backfill material should also be finely graded to prevent damage to either the dielectric or mortar coating. 4.4 CATHODIC PROTECTION The recommended galvanic magnesium anode cathodic protection system for the 48" & 36" diameter Stonegate (Clearfork Main Street) W-1 & W- 1A Pipeline shall include two (2) anode ground beds each consisting of t. twelve (12), 20-pound elongated prepackaged magnesium anodes. Refer to Appendix E for Specifications on Galvanic Anode Cathodic Protection System components. 4.5 JOINT BONDING AND ELECTRICAL ISOLATION .. The 48" & 36" diameter Stonegate (Clearfork Main Street) W-1 & W-IA water transmission pipeline should be electrically isolated from existing metallic pipeline mains and laterals. The pipeline also requires two bonding wires across each non -welded mechanical joint. Refer to Appendix C, Joint Bonding and Electrical Isolation. 4.6 TEST STATIONS 10 Test stations will allow periodic monitoring of the effectiveness of the cathodic protection system. .. Refer to Appendix D for Specifications on Corrosion Control Test Stations Test stations are required for the pipeline at cathodically protected foreign MW pipeline crossings, cased crossings, major highway crossings, and electrically isolated tie-ins from laterals and spur lines. ow Wd MW no .. Test Station types are as follows: TS - Standard pipe -to -soil potential measurement test station at grounded locations (see TS type test station on the cathodic protection drawings). 2. CC - Test station installed at the ends of metallic pipeline casings with 2 lead wires to the pipeline and 2 lead wires to the casing (see CC type test station on the cathodic protection drawings). CC test stations shall be installed at both ends of all metallic casings. 3. FL - Test station installed at crossing of underground, cathodically protected piping systems owned by others (foreign pipelines), (see FL type test station on the cathodic protection drawings). 4. IF - Test station installed across underground electrical isolation joints. (see IF type test station on the cathodic protection drawings). Note: Lead wires and bond wires are to be installed on the foreign pipelines by the foreign pipeline owners. The City of Fort Worth will make arrangements with the foreign pipeline owners (if any) for installation of lead wires and bond wires on the foreign pipelines. Contractor SHALL NOT install test lead wires or bond wires on foreign pipelines. 4.7 CONCLUSIONS AND RECOMMENDATIONS 4.7.1. The installation of galvanic anodes along the pipeline alignment will provide the means for external corrosion control for the 48" & 36" Diameter Clearfork Main Street Water Pipeline project. 4.7.2 The proposed water pipeline options should be electrically isolated from existing metallic transmission mains, laterals and plant facilities. 4.7.3 Joint bonding at non -welded mechanical connections is also am required. 2.0 W 4.7.4 Proper monitoring of the cathodic protection system will be achieved through test stations installed at cathodically protected foreign pipeline crossings, cased crossings, galvanic anode ground beds and buried isolation fittings. In addition, permanent reference cells will allow monitoring at ground bed locations and at buried isolation fittings. END OF SECTION AV I a" M m .r ow APPENDIX A FIELD DATA r we so CORRPRO COMPANIES„ INC. - HOUSTON, TEXAS =ORMATION CLIENT: JOB NO.: 306631 LOCATION: Line W-1 Station 1+6: 'Diameter Line W1-A INSTRUMENT USED: NILSSON SOIL RESISTIVITY METER, M400 DATA BY: CS DATE: 06/09/09 4-PIN SOIL RESISTIVITY DATA BARNES PROCEDURE FOR SOIL RESISTIVITIES BY LAYERS SOIL LAYER DEPTH MEASURED TOTAL DEPTH CALCULATED CONDUCTIVITY RESISTANCE LAYER THICKNESS LAYER FROM SURFACE (FT) OR RESISTANCE FACTOR RESISTIVITY CONDUCTIVITY CHANGE CHANGE FACTOR RESISTIVITY SOIL LAYER RANGE ACTUAL PIN SPACING (FT) (OHMS) (191.5 X DEPTH) (OHM -CM) (MHOS) (MHOS) (OHMS) (191.5 X FEET) (OHM -CM) FROM SURFACE (FT) 5.0 13.0 957.5 12,448 0,077 0.077 13.000 957.5 12,448 0.0 TO 5 10.0 1.8 1,915.0 3,447 0.556 0.479 2,089 957.5 2,000 5 TO 10 15.0 1.2 2,872.5 3,447 0.833 0.278 3.600 957.5 3,447 10 TO 1 5 CORRPRO COMPANIES, INC. - HOUSTON, TEXAS =ORMAMN CLIENT: JOB NO.: 306631 )CATION: Line W-1 Station 6+00 INSTRUMENT USED: NILSSON SOIL RESISTIVITY METER, M400 DATA BY: CS DATE: 06/09/09 4-PIN SOIL RESISTIVITY DATA BARNES PROCEDURE FOR SOIL RESISTIVITIES BY LAYERS SOIL LAYER DEPTH MEASURED TOTAL DEPTH CALCULATED CONDUCTIVITY RESISTANCE LAYER THICKNESS LAYER FROM SURFACE (FT) OR RESISTANCE FACTOR RESISTIVITY CONDUCTIVITY CHANGE CHANGE FACTOR RESISTIVITY SOIL LAYER RANGE ACTUAL PIN SPACING (FT) (OHMS) (191.5 X DEPTH) (OHM -CM) (MHOS) (MHOS) (OHMS) (191.5 X FEET) (OHM -CM) FROM SURFACE (FT) 5.0 3.2 957.5 3,064 0.313 0.313 3.200 957.5 3,064 0.0 TO 5 10.0 1.9 1,915.0 3,639 0.526 0214 4.677 957.5 4.478 5 TO 10 15.0 1.7 2,872.5 4.883 0.588 0.062 16.150 957.5 15,464 10 TO 1 5 CORRPRO COMPANIES, INC. - HOUSTON„ TEXAS =ORMATION CLIENT: JOB NO.: 306631 )CATION: Line W-1 Station 12+00 INSTRUMENT USED: NILSSON SOIL RESISTIVITY METER, M400 DATA BY: CS DATE: 06/09/09 4-PIN SOIL RESISTIVITY DATA BARNES PROCEDURE FOR SOIL RESISTIVITIES BY LAYERS SOIL LAYER DEPTH MEASURED TOTAL DEPTH CALCULATED CONDUCTIVITY RESISTANCE LAYER THICKNESS LAYER FROM SURFACE (FT) OR RESISTANCE FACTOR RESISTIVITY CONDUCTIVITY CHANGE CHANGE FACTOR RESISTIVITY SOIL LAYER RANGE ACTUAL PIN SPACING (FT) (OHMS) (191.5 X DEPTH) (OHM -CM) (MHOS) (MHOS) (OHMS) (191.5 X FEET) (OHM -CM) FROM SURFACE (FT) 5.0 4.6 957.5 4,405 0,217 0.217 4.600 957.5 4,405 0.0 TO 5 10.0 3.2 1.915.0 6,128 0.313 0.095 10.514 957.5 10,067 5 TO 10 15.0 2.6 2,872.5 7,469 0.385 0.072 13.867 957.5 13,277 10 TO 1 5 r-_j lr w W. 40 so up MA APPENDIX B LABORATORY DATA mw l LABORATORY DATA SUMMARY CLIENT: Kimley-Horn JDATE SAMPLES RECEIVED: 07/21/2006 PROJECT/JOB NO: HVJ-DG-06-15240 / #305368 LAB ANALYSIS BY: Nancy Jacob CORRPRO CONTACT/PHONE: Rafael Rodriguez / 713-460-6086 OFFICE: Houston REVIEWED BY: SOIL SAMPLE NO. (Same as Field) 1 2. 3 4 5 T 6 STATION NO.- 1 BORING NO: B--2 B--S B--7 B--12 B--9 I B--10 ILES I SOILSAMPIEDEPTH - FEET 6-8' 6--8' 6--8' 6--8' 6-8'_ 16--8' , DATE TIME SOIL TYPE Clay loam Silty clay Silty clay Clay & Clay loam Silty clay organics & organics SOIL COLOR Gray I Light Light gray Gray & Gray Light gray brown brown STANDARb DDM MEASUREMENTS: _&)TIlow.1 I I I I Lab Conductivity (conductivity meter) - Micromho-cm' I 350 310 770 1,000 370 I 600 Calculated Lab Resistivity (conductivity meter) - Ohm -cm 2,900 3,200 1,300 1,000 2,700 1 1,700 Lab Resistivity - Quad Box - Saturated - Ohm-cml 2,100 1760,000 3,200 1,600 3,000 2,200 _ 3,300 Lab Resistivity - Quad Box - As -Received - Ohm -cm 1 68,000 21,000 240,000 + 80,000 480,000 Aquamate LPR-Corrosion rate mpy-as is I 0.00 0.00 0.46 0.06 0.15 0.01 Aquamate LPR-Corrosion rate mpy-saturated 1.59 2,53 7.28 5.03 4.28 5.45 Aquamate LPR-Imbalance-as is 0.02 0.01 1 0.9 1 0.01 1 6.05 1 0.02 Aquamate LPR- I mbala nce-satu rated 1.55 0.91 1 5.76 1 1.29 1 0.05 1 6.05 1 1 Moisture Content - % Or W(et), Moist) or D(ry) 13.0 4.7 I 10.0 1 12.0 1 11.0 I 5.6 Lab pH 8.1 8.4 8.0 8.2 8.1 8.1 Chlorides - ppm OR P(os.), T(race) or N(eg.) 12 18 8 16 18 5 Sulfides - ppm OR P(os.), T(race) or N(eq.) I 0 0 0 0 0 0 Lab Redox Potential - Millivolts 350 320 300 250 230 300 CORRPRO COMPANIES, INC. DUCTILE IRON PIPE DDMTM ANALYSIS Page 1 of Lab Data Table Kim ley-Horn-HVJ-DG-03-15240-#305368.7.21.06 7R2Y2009 LABORATORY DATA SUMMARY CLIENT: Kimley-Horn DATE SAMPLES RECEIVED: 07/21/2006 PROJECT/JOB NO: HVJ-DG-06-15240 / #305368 LAB ANALYSIS BY: Nancy Jacob CORRPRO CONTACT/PHONE: Rafael Rodriquez / 713-460-6086 OFFICE: Houston REVIEWED BY: SOIL SAMPLE NO. (Same as Field) 1 2 3 --4 5 1 6 1 1 1 STATION NO.: f BORING NO: B--2 B--5 8--7 8--12 8--9 B--10 MILES SOIL SAMPLE DEPTH - FEET 6-8' 1 6--8' 6-8' 6--8' 6--8' 6--8' DATE TIME CORRPRO COMPANIES, INC. Lab Data Table DUCTILE IRON PIPE DDMTM ANALYSIS Page 2 of 2 IGmley-Horn-HVJ-DG-03 15240-#305368-79 APPENDIX C SPECIFICATION SECTION 15640 JOINT BONDING AND ELECTRICAL ISOLATION CITY OF FORT WORTH JOINT BONDING AND 48" & 36" CLEARFORK WATERLINE ELECTRICAL ISOLATION SECTION 15640 JOINT BONDING AND ELECTRICAL ISOLATION PART1 GENERAL 1.01 SECTION INCLUDES A. Joint bonding requirements for electrical continuity along the City of Fort Worth 48" & 36" diameter W-1 & W-lA Clearfork Main Street Water Line Project. B. Electrical isolation devices for installation at connections to existing piping, laterals, cased crossings and at tunnels. 1.02 RELATED SECTIONS A. Section 15641 - Corrosion Control Test Stations. B. Section 15642 - Specification for Magnesium Anode Cathodic Protection Systems. 1.03 REFERENCES A. ASTM D 1248 - Polyethylene Plastics Molding and Extrusion Material. B. AWWA C207 - Steel Pipe Flange for Waterworks Service. C. ANSI B 16.1 - Cast Iron Pipe Flanges and Flanged Fittings. D. ANSI B 16.5 - Pipe Flange and Flanged Fittings. 1.04 SUBMITTALS A. Submittals: Submittals shall conform to the requirements of the 48" & 36" Diameter City of Fort Worth Clearfork Main Street Waterline Project. H B. Catalogue Cuts: Manufacturer's catalog cuts shall be submitted for each item. The catalog cuts shall include the manufacturer's name and shall provide sufficient information to show that the materials meet the requirements of the drawings and specifications. Where more than one item or catalog number appears on a catalog cut, clearly identify the item proposed. C. Test Results: Electrical continuity and flange isolation test results shall be submitted to the owner or its designated representative. .. July, 2009 15640 Page 1 of 7 40 CITY OF FORT WORTH JOINT BONDING AND 48" & 36" CLEARFORK WATERLINE ELECTRICAL ISOLATION 1.05 QUALITY CONTROL A. Provide manufacturer's certification that all electrical continuity bonding meets the requirements of the drawings and specifications. Reference certification to applicable section of specifications and applicable standard detail. B. Provide manufacturer's certification that all isolation devices meet the published material specifications. C. All materials, fabrication, and installations are subject to inspection and testing by the owner or its designated representative. PART 2 PRODUCTS 2.01 DESCRIPTION OF MATERIALS A. Joint bonding and electrical isolation materials to be incorporated into the project include, but are not limited to, the following: 1. Electrical continuity bonds. 2. Flange isolation assemblies. a 3. Casing spacers. 4. Casing end seals. 2.02 ELECTRICAL CONTINUITY BONDS A. Applications: Applications for electrical continuity bonding include the following: 1 Bonding across bolted joint assemblies. 2. Bonding across gasketed joint assemblies. B. Preparation of Steel Pipe for Bonding: Bonding wires are not required for welded steel pipe. Mechanical joints, however, require the installation of bond wires across the joint as shown on the project drawings. ,s C. Electrical Bond Wires: Electrical bond wires are to be a minimum No. 2 AWG seven strand copper cable with THHN insulation. Remove one inch of THHN insulation from each end of the bond wire. Exothermic weld the bond wires to the pipeline. Provide the minimum number of bond wires as shown on drawings for the non -welded joints on the dielectrically coated steel pipeline. 2.03 FLANGE ISOLATION A. Applications: Required applications of dielectric flange isolation assemblies include but are not limited to the following: aw July, 2009 00 15640 Page 2 of 7 s CITY OF FORT WORTH JOINT BONDING AND 48" & 36" CLEARFORK WATERLINE ELECTRICAL ISOLATION 1. At selected locations where new piping is mechanically connected to existing piping. 2. At selected below -grade to aboveground piping transitions. 3. At locations shown on the drawings. B. For the Dielectrically Coated Steel Pipe provide electrical isolation through installation of the following materials: 1. Insulating Gasket: a) For piping 30 inches diameter and greater, provide Pyrox G-10 with nitrite seal, Type "E" LineBacker gasket as manufactured by Pipeline Seal and Insulator, Inc., or approved equal. b) For piping between 12 inches and 24 inches diameter, provide Phenolic PSI with nitrite seal, Type "E" LineBacker gasket as manufactured by w, Pipeline Seal and Insulator, Inc., or approved equal. c) Alternately, provide a plain -faced phenolic gasket, as manufactured by Pipeline Seal and Insulator, Inc., or approved equal. Place phenolic gasket between two full-faced gaskets. Provide cloth -inserted rubber gasket material, 1/8 inch thick in accordance with AWWA C207. Use factory cut gaskets of proper dimensions. '~ 2. Sleeves and Washers: a) For piping 30 inches diameter and greater, provide full length mylar sleeves with Pyrox G-10 washers, double washer sets as manufactured by Pipeline Seal and Insulator, Inc., or approved equal. b) For piping between 12 inches and 24 inches diameter, provide full length mylar sleeves with Phenolic washers, double washer sets as manufactured by Pipeline Seal and Insulator, Inc., or approved equal. 2.04 CASING SPACERS A. For piping installed in tunnels or cased crossings, install casing spacers between the piping and the casing or tunnel liner to provide electrical isolation. B. Inside diameter of casing or tunnel liner must be 4 inches greater in diameter than the outside diameter of the piping. In the case of mechanically coupled piping, the casing must be a minimum of 4 inches greater in diameter than the outside diameter of the coupling at its largest point. C. For welded steel pipes 12-inch diameter and smaller, use injection molded polyethylene insulators, Model PE as manufactured by Pipeline Seal and Insulator, Inc. or approved equal. D. For all piping greater than 12 inch diameter, use 12 inch wide steel insulators with 2 inch wide glass reinforced runners, Model C 12G-2 as manufactured by Pipeline Seal and Insulator, Inc. or approved equal. July, 2009 no 15640 Page 3 of 7 ,. am A- MM CITY OF FORT WORTH JOINT BONDING AND 48" & 36" CLEARFORK WATERLINE ELECTRICAL ISOLATION 2.05 CASING END SEALS A. For all piping less than 24 inch diameter, use hard rubber seals, Model PL Link Seal as manufactured by the Thunderline Corporation or approved equal B. For all piping 24 inch diameter and greater, use pull -on, 1/8 inch thick, synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and Insulator, Inc. or approved equal. C. Casing End Seals shall be as shown on the plans for the City of Fort Worth 48" & 36" Diameter Clearfork Main Street Waterline project. PART 3 - EXECUTION 3.01 INSTALLATION OF ELECTRICAL CONTINUITY BONDS A. Inspection: Use continuous bond wires with no cuts or tears in the insulation covering the conductor. B. General: Attach bond wires or bond straps at required locations by thermite welding process. C. Thermite Welding Methods: Perform thermite welding of bond wires and bond straps to piping in the following manner: 1. Clean and dry pipe to which wires or straps are to be attached. 2. Use grinding wheel, to remove all coating, mill scale, oxide, grease, and dirt from an area approximately 3 inches square. Grind surface to bright metal. 3. Remove approximately 1 inch of insulation from each end of wire to be thermite welded to pipe, exposing clean, oxide -free copper for welding. 4. Select proper size thermite weld mold as recommended by manufacturer. Place wire or strap between graphite mold and the prepared metal surface. 5. Place metal disk in bottom of mold. 6. Pour thermite weld charge into the mold. Squeeze bottom of cartridge to spread ignition powder over charge. 7. Close mold cover and ignite starting powder with flint gun. 8. After exothermic reaction, remove thermite weld mold and gently strike weld with a hammer to remove weld slag. Pull on wire or strap to assure a secure connection. If weld is not secure or the bond breaks, repeat procedure with new wire or strap. 9. If weld is secure, coat all bare metal and weld metal with Kop-Coat. Cover coated weld with a plastic weld cap. July, 2009 15640 Page 4 of 7 .. CITY OF FORT WORTH JOINT BONDING AND 48" & 36" CLEARFORK WATERLINE ELECTRICAL ISOLATION D. Post -Installation Inspection: Post -installation inspection of all electrical continuity bonds shall be made through a visual examination of each thermite weld connection for strength and suitable coating prior to backfilling. In addition, perform one or more of the following tests: 1. Circulate current through pipe using DC power supply. Calculate ,- resistance through known length of pipe. Resistance must not exceed 150% of theoretical resistance for pipe and bonds. 2. Measure resistance through select bonded joints with a digital low resistance ohmmeter (DLRO). Resistance of 0.001 ohms or less is acceptable. 4 ;..A No MW rr 3. Position a copper sulfate reference, electrode (CSE) at a stationary location adjacent to bonded pipeline. Impress a temporary current on pipe. Record the static, current -applied and instant off pipe -to -soil potential readings along the pipe relative to a stationary CSE. a. Static potential measurements referenced to a stationary CSE must be nearly identical along the pipe to indicate electrical continuity. b. Instant off potentials referenced to stationary CSE must be nearly identical along pipe to indicate electrical continuity. C. The difference between the instant off and the static potential referenced to a stationary CSE must be equal at each point of contact to pipe to indicate electrical continuity. 4. If any of the above procedures indicates a poor quality bond connection, reinstall the bond. 5. Record results and submit to the owner or its designated representative for approval prior to backfilling. E. Backfilling of Bonded Joints: 1. Perform backfilling of bonded piping in manner that prevents damage to the bonds and all connections to the metallic structures. a. Use appropriate backfill material to completely cover the electrical bond. b. Provide protection so that future construction activities in the area will not destroy the bonded connections. 2. If construction activity damages a bonded connection, install new bond wire. July, 2009 15640 Page 5 of 7 CITY OF FORT WORTH JOINT BONDING AND 48" & 36" CLEARFORK WATERLINE ELECTRICAL ISOLATION 3.02 INSTALLATION OF FLANGE ISOLATION DEVICES A. Placement: Install isolation joints at all locations where pipe option is tied into other existing metallic piping. B. Assembly: Place gasket, sleeves, and washers as recommended by the manufacturer. Follow manufacturer's recommendations for even tightening to proper torque. C. Testing: Immediately after an insulating fitting has been installed, test electrical isolation with a Gas Electronics model 601 meter, or approved equal. Fully document test results. D. Painting: Do not use metal base paints on insulating fittings. E. Encapsulation:. Encapsulate below -grade isolation joints with the Carboline Densyl tape system, or approved equal, after the isolation joint has been tested for effectiveness. 3.03 TESTING OF ELECTRICALLY ISOLATED PIPELINE JOINTS A. General: After the completion of the installation of the flange electrical isolation kits at designated joints, but before the pipe is backfilled, each isolation joint shall be tested for electrical continuity. B. A DC current shall be impressed on the pipe on one side of the joint under test using a portable 12-volt battery and a driven ground rod. The battery shall be connected such that the positive terminal is connected to the ground rod and the negative terminal is connected to the pipe section under test. The magnitude of test current is not important as long as it causes a change in pipe -to -soil potential on the section of pipe that is in the test current circuit. C. The pipe -to soil potential shall be measured on each side of the isolation joint using a high impedance voltmeter and portable copper/copper sulfate reference electrode with the test current "on" and "off. D. A joint is considered electrically continuous if the "on" and "off potentials are the same on either side of the joint under test. i E. This same procedure shall be used to test individual isolation joints except that the joint is considered isolated if the pipe -to -soil potential is not the same when measured on each side of the joint when the test current is "on". am r 3.04 INSTALLATION OF CASING SPACERS A. Assemble and securely fasten casing spacers to the pipeline to be installed in casings or tunnels. July, 2009 15640 Page 6 of 7 J CITY OF FORT WORTH JOINT BONDING AND 48" & 36" CLEARFORK WATERLINE ELECTRICAL ISOLATION B. Avoid inadvertent metallic contact between casing and carrier pipe. Place spacers close enough to ensure that the pipe is adequately supported throughout its length, particularly at the ends, to offset settling and possible electrical shorting. The end spacer must be within 6 inches of the end of the casing pipe, regardless of size of casing and pipe or type of spacer used. C. Grade the bottom of the trench adjacent to each end of the casing to provide a firm, uniform and continuous support for the pipe. If the trench requires some backfill to establish the final trench bottom grade, place the backfill material in 6- inch lifts and compact each layer. D. After the casing or tunnel liner has been placed, pump dry and maintain dry until the casing spacers and end seals are installed. E. Install casing spacers in accordance with the manufacturer's instructions. Correctly assemble, evenly tighten, and prevent damage during tightening of the insulators and pipe insertion. F. Insulator Spacing: 1. Maximum distance between spacers to be 10 feet for pipe sizes 6 inches and smaller, and 6 feet for pipe sizes greater than 6 inches. 2. For ductile -iron pipe, flanged pipe, or bell and spigot pipe, install spacers within one foot on each side of the bell or flange, and one in the center of the joint where 18 foot or 20 foot long joints are used. 3. If the casing or pipe is angled or bent, reduce the spacing. 3.05 INSTALLATION OF END SEALS A. Assemble hard rubber Link -Seals around the pipe and slide into the annular space between the pipe and casing. Evenly tighten the bolts to provide a positive seal. B. Place pull -on synthetic rubber end seals on the pipe and pull over the end of the casing. Securely fasten stainless steel bands. 3.06 CASED CROSSING ISOLATION TESTS A. Immediately after the pipe has been installed in the casing, but prior to connecting the line, perform an electrical continuity test to determine that the casing is electrically isolated from the pipeline. The continuity check shall be fully documented and approved by the owner or its designated representative prior to backfilling. B. If the electrical isolation between pipe and casing is not effective, the cause shall be immediately investigated, and the situation remedied. Under no circumstances shall a shorted casing be backfilled. July, 2009 r END OF SECTION 15640 Page 7 of 7 APPENDIX D SPECIFICATION SECTION 15641 CORROSION CONTROL TEST STATIONS CITY OF FORT WORTH CORROSION CONTROL 48" & 36" CLEARFORK WATERLINE TEST STATIONS SECTION 15641 CORROSION CONTROL TEST STATIONS PART1 GENERAL 1.01 SECTION INCLUDES A. Test station materials and installation requirements. B. Locations requiring test stations are adjacent to manholes, cathodically protected foreign pipeline crossings, cased crossings, tunnels and in -line below -grade electrical isolation joints. 1.02 RELATED SECTIONS A. Section 15640 - Joint Bonding and Electrical Isolation. B. Section 15642 - Specification for Magnesium Anode Cathodic Protection Systems. 1.03 REFERENCES A. ASTM D 1242 - Polyethylene Plastic Molding and Extrusion Material. B. NACE RP0169-2002 - Recommended Practice, Control of External Corrosion on Underground or Submerged Metallic Piping Systems. _I C. UL 83 - Thermoplastic Insulated Wires. D. UL 426A - Wire Connectors for Use with Copper Conductors. 1.04 SUBMITTALS A. Submittals shall conform to the requirements of the City of Fort Worth 48" & 36" Diameter W-1 & W-IA Clearfork Main Street Waterline Project. B. Catalogue Cuts: Manufacturer's catalog cuts shall be submitted for each item. The catalog cuts shall include the manufacturer's name and shall provide sufficient information to show that the materials meet the requirements of the drawings and specifications. Where more than one item or catalog number appears on a catalog cut, clearly identify the item proposed. C. Drawings: As -built drawings of the corrosion control test stations shall be maintained by the Contractor during installation and construction. Drawings shall be revised to show exact locations of all wiring, connections, anodes and test stations. All items of �- equipment and material shall be properly identified. The original as -built drawings shall be submitted to the owner or its designated representative. July, 2009 15641 Page 1 of 6 M CITY OF FORT WORTH CORROSION CONTROL 48" & 36" CLEARFORK WATERLINE TEST STATIONS 1.06 QUALITY CONTROL A. Provide manufacturer's certifications that all components of the corrosion control system meet the requirements of the drawings and specifications. The certification shall reference the applicable section of the specifications and the applicable standard details. ,w B. The drawings for the corrosion control system are diagrammatic and shall not be scaled for exact locations, unless scales are explicitly stated on the specific drawing. Field conditions, non-interference with other utilities or mechanical and structural features shall determine exact locations. Contractor shall note other existing utilities in the area and during excavation, shall not damage these utilities. Any damaged utilities shall be repaired to the satisfaction of the owner at the Contractor's expense. C. All materials, fabrication, and installations are subject to inspection and testing by the owner or its designated representative. ,. .. No PART 2 PRODUCTS 2.01 FLUSH MOUNT TEST STATIONS A. Test stations shall consist of test wires, a terminal box and a traffic box as shown on the project drawings. B. The terminal box shall be a seven- (7) terminal Big Fink as manufactured by Cott Manufacturing Company or approved equal. C. The precast concrete traffic box shall be a 10.25-inch diameter 3-RT with a cast iron cover marked "CP Test" as manufactured by Brooks Products, Inc or approved equal. E. Install a marker sign adjacent to all flush -mounted test stations. As shown on the project drawings. 2.02 GALVANIC ANODE GROUND BED TEST STATIONS A. Test stations shall be seven- (7) terminal, flush -to -grade, type "NM-7" with cast iron lockable lid as manufactured by C.P.Test Services or approved equal. B. The test station shall be installed in a 24" x 24" x 6" concrete pad as shown on project drawings. 2.03 ABOVE -GRADE TEST STATIONS A. At test station locations where flush mounted structures cannot be installed; or where stated on drawings, an above -grade test station shall be used, and placed such that possible damage from vandalism, traffic, etc. is minimized. B. The test station shall be a seven- (7) terminal "Big Fink" as manufactured by Cott Manufacturing or approved equal. C. Terminal boxes shall have a corrosion -proof plastic cover and shall be mounted on a 5- foot length of 3-inch diameter concrete filled galvanized steel conduit. July, 2009 15641 Page 2 of 6 CITY OF FORT WORTH CORROSION CONTROL 48" & 36" CLEARFORK WATERLINE TEST STATIONS D. The test station shall be installed adjacent to a permanent structure, if available, for physical protection. E. The interior of the test station conduit shall be filled with Portland cement concrete after the installation of the test and bond wires. F. The test station shall be installed in a 24" x 24" x 6" concrete pad. 2.04 PERMANENT REFERENCE ELECTRODES A. The permanent reference electrode shall be a copper/copper sulfate Permacell Plus, double membrane ceramic cell in a geomembrane package as manufactured by Conpro Companies, Inc. or approved equal. B. The electrode shall be equipped with No. 14 AWG stranded copper wire with blue HMWPE insulation of suitable length to attach to the terminal board of the test station. C. A permanent reference electrode shall be installed at each test station associated with the galvanic magnesium anode ground beds. 2.05 TEST STATION LEAD WIRES A. Test station lead wires of all sizes shall have TW, THW, THHN or HMWPE insulation. B. Type insulation shall be color coded based upon connection to underground structures: 1. Water piping: white. 2. Foreign structures: red. 3. Casings: yellow. 4. Permanent reference cells: blue. 5. Anode header cable: black C. Test station lead wires shall be terminated on the test station terminal board utilizing crimped on solder less ring terminals. .R C. All terminal boards shall be wired by the installer as shown on the drawings. 2.06 THERMITE WELD EQUIPMENT A. Charges and Molds: Weld charges and mold size shall be specified by the manufacturer for the specific surface configuration. Use only the correct charges for the specific application. Welding charges and molds shall be Erico, Cadweld or Continental Industries, Thermoweld. B. Weld Coating: Coating for all welds shall be Kop-Coat as manufactured by Carboline or oft approved equal. Cover coated weld with a plastic weld cap. July, 2009 me 15641 Page 3 of 6 CITY OF FORT WORTH 48" & 36" CLEARFORK WATERLINE PART 3 EXECUTION 3.01 APPLICATIONS CORROSION CONTROL TEST STATIONS A. Required applications of corrosion control test stations include locations where future testing is anticipated for the following reasons: 1. Testing to determine the effectiveness of the installed cathodic protection system and to allow for startup adjustments. 2. Testing to determine interference effects from and on adjacent or crossing cathodically protected foreign underground structures. 3. Testing to determine sources and magnitude of stray AC or DC currents and required mitigative measures. 4. Periodic monitoring to determine status of existing cathodic protection systems, stray current, and foreign line influence. B. Install test stations at each of the following locations: 1. At all cathodically protected foreign pipeline crossings. 2. At all cased crossings and tunnels (both ends). 3. At all underground isolation flanges. 4. At all galvanic anode ground bed locations. 3.02 GENERAL A. Install test stations at locations indicated in specifications. If a flush mounted test station is not feasible in a particular location, then an above -grade test station may be used, subject to approval by the owner or its designated representative. B. Use continuous test station lead wires without cuts or tears in the insulation. C. Locate test stations as indicated on drawings, as close to the pipe as possible. If the pipe is installed under a road, place the test station at the curb for easy access. D. Attach test lead wires to the pipe by thermite welding. E. Attach test wires to the pipe prior to backfilling. F. Use color coded test wires as indicated on the drawings. „ G. Wire test station terminal board configurations as shown on the drawings. July, 2009 "M 15641 Page 4 of 6 MMN am CITY OF FORT WORTH 48" & 36" CLEARFORK WATERLINE CORROSION CONTROL TEST STATIONS H. At foreign pipeline crossing test stations, the owners of the foreign pipeline must be notified and must give permission before the test leads are connected to their pipeline. The foreign pipeline owner should have a representative present. 3.03 FLUSH -MOUNT TEST STATIONS A. Install flush -mount test stations all locations. B. Sufficient slack shall be coiled beneath the test station to allow for soil settlement and to prevent damage to the leads during backfilling. Additional slack shall be left to allow for withdrawal of the terminal board a minimum of 18 inches above the top of the precast concrete traffic box for test purposes. C. Install flush -mount test stations with permanent copper/copper sulfate reference electrodes where indicated in the specifications. 1. Install permanent reference electrode approximately 6 inches from the pipe. 2. Compact native soil by hand around the electrode. The balance of the backfill shall be select granular backfill material. 3. Saturate the backfilled permanent reference electrode with 5 gallons of water. D. Set test stations installed outside areas of permanent paving materials in a Portland cement concrete pad. The concrete pad shall be a minimum of 24 inches square and no less than 6 inches thick. E. Install a marker sign adjacent to all flush mounted test stations as shown on the project drawings. 3.04 ABOVE -GRADE TEST STATIONS A. Install above -grade test stations where a flush mounted test station cannot be located. Use and location of above -grade test stations shall be approved by the owner or its designated representative. B. Locate test station adjacent to a permanent structure (e.g. a power pole), if available, for physical protection. C. Coil sufficient slack beneath the test station to allow for soil settlement and to prevent damage to the leads during backfilling. D. Pour a 24" x 24" x 6" concrete pad at grade around the test station conduit. E. Fill the interior of the 3" above -grade test station steel galvanized conduit with Portland cement concrete after installation of the test stations wires. 3.05 TEST LEAD WIRE ATTACHMENT A. Attach test leads to the steel pipe material by thermite welding directly to the pipe. See the cathodic protection drawings. July, 2009 rs 15641 Page 5 of 6 CITY OF FORT WORTH CORROSION CONTROL 48" & 36" CLEARFORK WATERLINE TEST STATIONS B. The pipe to which the wires are to be attached shall be clean and dry. C. When connecting directly to the steel option use a grinding wheel to remove all coating, z mill scale, oxide, grease and dirt from an area approximately 3 inches square. Grind the surface to bright metal. D. The wires to be thermite welded to the pipe shall have approximately 1 inch of insulation removed from each end exposing clean oxide -free copper for welding. E. Using the proper size thermite weld mold as recommended by the manufacturer, place the .. wire between the graphite mold and the prepared metal surface. Use a copper sleeve crimped over the wire for all No. 12 AWG wires. F. Place the metal disk in the bottom of the mold. G. Pour the thermite weld charge into the mold. Squeeze the bottom of the cartridge to spread ignition powder over the charge. H. Close the mold cover and ignite the starting powder with a flint gun. I. After the exothermic reaction remove the thermite weld mold and gently strike the weld with a hammer to remove the weld slag. Pull on the wire to assure a secure connection. If the weld is not secure, or the wire breaks repeat the procedure. J. If the weld is secure, coat all bare metal and weld metal with Kop-Coat. Cover the coated weld with a plastic weld cap. Note: Lead wires and bond wires are to be installed on the foreign pipelines by the foreign pipeline owners. The City of Fort Worth will make arrangements with the foreign pipeline owners (if any) for installation of lead wires and bond wires on the foreign pipelines. Contractor SHALL NOT install lead wires or bond wires on foreign pipelines without foreign pipeline owners' permission. 3.06 POST INSTALLATION BACKFILLING OF TEST STATION - LEAD WIRES. A. Protect test station wires to prevent damage to the wire insulation and conductor integrity during backfilling. B. After completion of the backfilling of the test wires to the pipe, verify the connection by measuring and recording a pipe -to -soil potential. C. Replace any test wire found to have a high resistance connection. END OF SECTION July,2009 15641 "' Page 6 of 6 so r .n 0 APPENDIX E SPECIFICATION SECTION 15642 No MAGNESIUM ANODE CATHODIC PROTECTION SYSTEM no r no Now CITY OF FORT WORTH CATHODIC PROTECTION 48" & 36" CLEARFORK WATERLINE MAGNESIUM ANODES SECTION 15642 MAGNESIUM ANODE CATHODIC PROTECTION SYSTEM PART1 GENERAL 1.01 SECTION INCLUDES A. Requirements for a cathodic protection system for the 48" & 36" diameter Clearfork Main Street waterline project using galvanic magnesium anodes. .. B. Work performed under this specification shall consist of providing all supervision, labor, equipment and materials as well as providing all operations necessary to install and test the required cathodic protection system components for the exterior surfaces of the City of Fort Worth 48" & 36" Diameter W-1 & W-IA Clearfork Main Street Waterline Project. The work shall be performed in accordance with the provisions of the specifications, applicable plans, codes and standards, and subject to other terms and conditions for the project. C. Cathodic protection components shall be as shown on the project drawings for the project. The cathodic protection system shall include but not be limited to the following: 1. Materials and installation. 2. Post -installation survey. 3. Final report to include recommendations. 1.02 REFERENCES A. NEC 70 - National Electrical Code B. NACE RP-0169-2002 - Recommended Practice, Control of External Corrosion on Underground or Submerged Metallic Piping Systems. C. UL 83 — Thermoplastic -Insulated Wires. D. UL 486A —Wire Connectors and Soldering Lugs for Use with Copper Conductors. 1.03 QUALITY CONTROL A. Installer Qualifications: Cathodic protection installer shall have a minimum of 5 years of documented experience in the type of cathodic protection work required for the project. B. Cathodic Protection Tester: Cathodic protection tester shall provide instructions for installation of anodes, field splices, and thermite welding. NACE International certified corrosion personnel shall complete all testing. C. All materials, fabrication and installations are subject to inspection and testing by the owner or its designated representative. July, 2009 15642 Page 1 of 8 M CITY OF FORT WORTH 48" & 36" CLEARFORK WATERLINE CATHODIC PROTECTION MAGNESIUM ANODES E. The drawings for the cathodic protection system are diagrammatic and shall not be scaled for exact locations unless scales are explicitly stated on the specific drawing. Field conditions, non-interference with other utilities or mechanical and structural features shall determine exact locations. Contractor shall note other existing utilities in the area. Care shall be taken during excavation not to damage these utilities. Any damaged utilities shall be repaired to the satisfaction of the owner at the Contractor's expense. PART 2 ANODES 2.01 GALVANIC ANODES - MAGNESIUM A. Magnesium Anodes: For the 48" & 36" W-1 & W-1 A Clearfork Main Street Water Line Project use 2" x 2" x 60", 20-pound high potential prepackaged anodes. The metallurgical composition of the magnesium anodes conform to the following: Element Content % Al 0.010 Mn 0.50 to 1.30 Cu 0.02 Maximum Ni 0.001 Maximum Fe 0.03 Maximum Other 0.05 each or 0.3 Maximum Total Magnesium Remainder B. Magnesium Anode Current Capacity: Magnesium anodes require a current capacity of no less than 500 amp -hours per pound of magnesium. C. Anode Backfill Material: Use chemical backfill material around all galvanic magnesium anodes. Backfill provides a reduced contact resistance to earth, provides a uniform environment surrounding the anode, retains moisture around the anode, and prevents passivation of the anode. 1. All galvanic magnesium anodes shall come prepackaged in a backfill material conforming to the following composition: a) Ground hydrated gypsum: 75 percent b) Powdered bentonite: 20 percent c) Anhydrous sodium sulfate: 5 percent. 2. Have a grain size backfill such that 100 percent is capable of passing through a 20- mesh screen and 50 percent is retained by a 100-mesh screen. 3. Completely surround the anode with the backfill mixture within a cotton bag. 4. For cast magnesium ingots, the required weight of backfill follows: Anode Weight (Pounds) we, Backfill Weight (Pounds) 50 Total Weight (Pounds) we, D. Anode Lead Wires: The lead wire for all of the magnesium anodes, use a 20-foot length of No. 12 AWG solid copper wire equipped with TW of THW insulation (black). July,2009 15642 Page 2 of 8 CITY OF FORT WORTH CATHODIC PROTECTION 36" NORHTSIDE III WATERLINE MAGNESIUM ANODES E. Lead Wire Connection to Magnesium Anode: 1. Cast magnesium anodes with a 20 gauge galvanized steel core. .. 2. Extend one end of the core beyond the anode for the lead wire connection. 3. Silver -solder the lead wire to the core and fully insulate the connection. "" 2.02 SPLICING TAPE Tape used for taping anode lead wire to anode header cable connections shall be Scotch 88 vinyl electrical tape and Scotch 130C rubber splicing tape, as manufactured by Scotch, 3M, or approved equal. Taped splices shall be covered with a coating of 3M Scotchkote electrical coating, or approved equal. w 2.03 CRIMPING LUGS wo Crimping lugs used to connect the anode lead wire to anode header cable shall be copper compression crimpit Catalog No. YC 1 OC 10 as manufactured by Burndy or approved equal. .. 2.04 ANODE HEADER CABLE W .. M .. No Anode header cables routed between the anode ground bed and the test stations shall be #10 AWG stranded copper conductors with type HMWPE insulation (Black). 2.05 TEST STATIONS A. Anode ground bed test stations shall be seven- (7) terminal, flush -to -grade type "NM-7" with cast iron lockable lid as manufactured by C.P.Test Services or approved equal. B. The test station shall be installed in a 6" x 24" x 24" square concrete pad as per project drawings. C. Install a marker sign adjacent to all flush -mounted test stations. 2.06 SHUNT A. Monitoring shunt shall be a 0.01-ohm Type RS wire type shunt as manufactured by Holloway or approved equal. B. There shall be two (2) shunts in each magnesium anode test station. 2.07 PIPELINE TEST LEAD WIRE A. Pipeline test station lead wires shall be #12 AWG stranded copper cable with type TW or TRW insulation white in color. 2.08 PERMANENT REFERENCE ELECTRODE A. The permanent reference electrode shall be a copper/copper sulfate Permacell Plus as manufactured by Corrpro Companies or approved equal. April, 2008 15642 "' Page 4 of 8 10 no CITY OF FORT WORTH 36" NORHTSIDE III WATERLINE CATHODIC PROTECTION MAGNESIUM ANODES B. The permanent reference electrode shall be equipped with No. 14 AWG stranded copper wire with blue HMWPE insulation of suitable length to attach to the terminal board of the test station. C. The permanent reference electrode shall have a minimum design life of 15 years and a stability of 5 millivolts under a 3.0 microamp load. 2.09 THERMITE WELD EQUIPMENT Materials required for thermite welding and coating of the welds are described in the following sections. A. Charges and Molds: Weld charges and mold size shall be as specified by the manufacturer for the specific surface configuration. Care shall be taken during installation to be sure correct charges are used. Welding charges and molds shall be the product of a manufacturer regularly engaged in the production of such materials. B. Weld Coating: Coating for all welds shall be Kop-Coat as manufactured by Carboline or approved equal. The coated weld shall be covered with a plastic weld cap. PART 3 CATHODIC PROTECTION SYSTEM INSTALLATION 3.01 INSTALLATION OF GALVANIC MAGNESIUM ANODES A. The recommended galvanic magnesium anode cathodic protection system for the dielectrically coated steel pipe is two (2) ground beds, each consisting of twelve (12) 20 Lb. prepackaged elongated high potential magnesium anodes, installed at a spacing of twelve feet (center -to -center) with a minimum distance of the (10) feet for the pipeline. The galvanic ground beds shall be installed at pipeline station 2+00 and 8+00. C. Placement: Each anode shall be installed vertically in a 12 inch diameter by 10 foot deep hole as shown on the project drawings. Centerline of the anode shall be a minimum of 10 feet from the centerline of the pipe. Anodes shall be installed within the pipeline right- of-way. D. Anodes shall be installed at a spacing of 12-feet center -to -center and at a minimum of 10 feet from the pipeline. E. Augured Hole: The anode hole diameter shall easily accommodate the anode. .. F. Backfilling: After the hole is augured, the packaged anode shall be lowered into the hole and the soil shall be firmly tamped around the package so that it is in intimate contact with the package. Then a minimum of 5 gallons of water is to be poured in the anode hole. Backfilling of the remained of the anode hole can then be completed. w April, 2008 15642 Page 4 of 8 CITY OF FORT WORTH 48" & 36" CLEARFORK WATERLINE CATHODIC PROTECTION MAGNESIUM ANODES G. Anode Lead Wire: Lead wires from the anodes shall be run underground at a minimum depth of 24 inches. Each anode lead wire shall be connected to an anode header cable as ■• indicated on the project drawings. V" H. Handling: Anodes shall be handled in a manner that will avoid damaging anode materials and wire connections. 3.02 INSTALLATION OF PERMANENT REFERENCE ELECTRODE A. Location: One permanent copper sulfate reference electrode shall be installed at each galvanic anode ground bed test station for the pipeline. The permanent reference electrode shall be within 6" of the pipe at pipe depth. The permanent reference electrode shall be prepared and installed in strict accordance with the manufacturer's recommendations. ow B. Placement: The permanent reference electrode shall be placed in the same ditch with the waterline and carefully covered with the same soil as the pipeline backfill. r C. Lead Wire: The permanent reference electrode lead wire shall be protected during backfill operations and routed to the test station along with the waterline test leads and anode ground bed cables. 3.03 INSTALLATION OF WIRE AND CABLE A. Depth: All underground wire and cable shall be installed at a minimum of 24 inches below final grade with a minimum separation of 6 inches from other underground structures. B. Anode Header Cable: Each anode lead wire shall be connected to a #10 AWG/HMWPE header cable which shall be routed into a flush -to -grade test station. C. Anode Lead Wire to Header Cable Connection: Each anode lead wire to header cable connection shall be made using a copper compression connector. Each connection shall be taped using rubber tape, vinyl tape and coated with Scotchkote electrical coating as shown on the project drawings. i D. Anode Connection -To -Pipeline: Each group of anodes shall be connected to the pipeline through a test station as shown on the project drawings. Each group of twelve anodes will be divided into two groups of six (6) anodes. Each group having its own header cable routed to the test station. A 0.01 ohm wire shunt shall be used to connect each anode header cable to the pipeline as shown on the project drawings. E. A 3" wide, yellow, non -detectable warning tape labeled "Cathodic Protection Cable Buried Below" shall be buried at a depth of 18" below the surface and along the length of M all cathodic protection cable trenches. July,2009 15642 Page 5 of 8 CITY OF FORT WORTH CATHODIC PROTECTION 48" & 36" CLEARFORK WATERLINE MAGNESIUM ANODES 3.04 TEST LEAD WIRE ATTACHMENT A. Test lead cables shall be attached to the pipe by thermite welding. B. The pipe to which the wires are to be attached shall be clean and dry. C. A grinding wheel shall be used to remove all coating, mill scale, oxide, grease and dirt from the pipeline surface over an area approximately 3 inches square. The surface shall be cleaned to bright metal. D. The wires to be thermite welded to the pipe shall have approximately 1 inch of insulation removed from each end, exposing clean, oxide -free copper for welding. E. Using the proper size thermite weld mold as recommended by the manufacturer, the wire shall be placed between the graphite mold and the prepared metal surface. All wires No. 12 AWG size shall use a copper sleeve crimped over the wire. F. The metal disk shall be placed in the bottom of the mold. G. The cap from the weld charge container shall be removed and the contents poured into the mold. Squeeze the bottom of the weld charge container to spread ignition powder over the charge. H. Close the mold cover and ignite the starting powder with a flint gun. The mold should be held firmly in place until all of the charge has burned and the weld has cooled slightly. I. Remove the thermite weld mold and gently strike the weld with a hammer to remove the aw weld slag. Pull on the wire to assure a secure connection. If the weld is not secure or the wire breaks, repeat the procedure. J. If the weld is secure, coat all bare metal and weld metal with Kop-Coat. The coated weld shall be covered with a plastic weld cap. 3.05 FLUSH -TO -GRADE TEST STATIONS A. Flush -to -grade test stations shall be installed as shown on the drawings. Test stations shall be installed in a 6" x 24" x 24" square concrete pad. B. Sufficient slack shall be coiled beneath the test station to allow for soil settlement and to prevent damage to the leads during backfilling. Additional slack shall be left to allow for "' withdrawal of the terminal board a minimum of 18" above the top of the concrete pad for test purposes. 3.06 POST INSTALLATION BACKFILLING OF CABLES A. General: During the backfilling operation, cables shall be protected to prevent damage to the wire insulation and conductor integrity. July, 2009 "r 15642 Page 6 of 8 CITY OF FORT WORTH 48" & 36" CLEARFORK WATERLINE CATHODIC PROTECTION MAGNESIUM ANODES 3.07 POST INSTALLATION TESTING OF THE CATHODIC PROTECTION SYSTEMS A. General: As soon as possible after the cathodic protection equipment has been installed, the system shall be inspected, energized and adjusted (commissioned). B. Commissioning: The commissioning of the cathodic protection system shall be performed by a corrosion engineer hired by the contractor to achieve compliance with the referenced corrosion control standards set forth by NACE International and/or AWWA. C. Method: The Corrosion Engineer shall: 1. Measure native state structure -to -soil potentials along the waterline using the permanent reference electrodes at each test station prior to energizing the cathodic protection system. 2. Energize the cathodic protection system by connecting each magnesium anode ground bed to the pipeline leads in the test station junction box. Record each anode ground bed current using the 0.01-ohm shunt. 3. Allow 2 weeks for the pipeline to polarize. 4. Adjust, if necessary, the cathodic protection current output in each anode test station to satisfy the criteria of a minimum of 100 millivolts of polarization or an "Instant # Off' potential at least as negative as -850 millivolts CSE. 5. Measure and record all final pipe -to -soil potentials measurements and current outputs at each test station. 6. Verify that all electrical isolation devices, isolators and casing spacers, are operating properly. 7. Verify if any interference does exist with foreign structures. Perform joint tests with .� owners of the foreign structures and mitigate any interference detected. Foreign line -test stations have been provided to facilitate the interference testing and installation of any necessary resistance bonds. It is the corrosion engineer's responsibility to coordinate the interference testing with the owners of foreign structures. D. Verification and Responsibilities: .. 1. Contractor shall correct, at his expense, any deficiencies in materials or installation procedures discovered during the post -installation inspection. am 2. Corrosion Engineer shall provide written documentation of any deficiencies discovered during the post installation inspection. July, 2009 15643 Page 7 of 8 CITY OF FORT WORTH CATHODIC PROTECTION 36" CLEARFORK WATERLINE MAGNESIUM ANODES E. Equipment: All cathodic protection testing instruments shall be in proper working order and calibrated according to factory specifications. F. Report: The results of all commissioning procedures along with documentation of anode ground bed current outputs, pipe -to -soil potentials, results of interference testing, results of isolation joint, casing tests and as built drawings shall be compiled in a final report and furnished to the owner along with operating and maintenance instructions. 10 No July, 2009 END OF SECTION 15643 Page 8 of 8 "W 77 Fox_ T� H APPENDIX D Geotechnical Information -! r GEOTECHNICAL INVESTIGATION STONEGATE UTILITIES RELOCATIONS FORT WORTH, TEXAS SUBMITTED TO KIMLEY-HORN AND ASSOCIATES, INC. 801 CHERRY STREET, UNIT 11, SUITE 1025 FORT WORTH, TEXAS 76102 BY HVJ ASSOCIATES, INC. DALLAS, TEXAS DECEMBER 4, 2008 REPORT NO. DG-06-15240 MAPSCO NO.74Z, 75T, U&W on an aw ASSOCIATES December 4, 2008 .• Mr. Carl T. DeZee, PE Kimley-Horn and Associates, Inc. 801 Cherry Street, Unit 11, Suite 1025 Fort Worth, Texas 76102 Re: GeotechnicalInvestigation Stonegate Utilities Relocations Fort Worth, Texas Owner: City of Fort Worth HVJ Report No. DG-06-15240 Dear Mr. DeZee: Houston 9200 King Arthur Dr. Austin Dallas,TX 75247-3610 214.678.0227 Ph Dallas 214.678.0228 Fax San Antonio www.hvj.com so Submitted herein is the report of our geotechnical investigation for the above referenced project. The study was conducted in general accordance with our proposal number DG0615240 dated March 26, 2007 and is subject to the limitations presented in this report. We appreciate the opportunity of working with you on this project. Please read the entire report and notify us if there are questions concerning this report or if we may be of further assistance. Sincerely, HVJ ASSOCIATES, INC.OF ;tr:• p FA01 N. FARAJ ®............... ......... —' Fadi N. Faraj, P.E. 96707 cars �p m Project Manager Ae CENS` . 'AY a AL FF/DK: dk %%i12/04/2008 The seal appearing on this document was authorized by Fadi Faraj, PE 96707 on December 4, 2008. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. on The following lists the pages which complete this report: • Main Text — 8 pages • Plates — 24 pages aw 4W am cJ .r CONTENTS Rage so 1 INTRODUCTION............................................................................................................I 1.1 Project Description.............................................................................................................1 1.2 Geotechnical Investigation Program...................................................................................I 2 FIELD INVESTIGATION...............................................................................................1 2.1 Geotechnical Borings..........................................................................................................1 2.2 Sampling Methods..............................................................................................................1 2.3 Water Level Measurements.................................................................................................2 3 LABORATORY TESTING...............................................................................................2 4 SITE CHARACTERIZATION.........................................................................................2 4.1 General Geology.................................................................................................................2 4.2 Soil Stratigraphy..................................................................................................................3 4.3 Groundwater Conditions....................................................................................................4 5 LIMITATIONS..................................................................................................................4 ILLUSTRATIONS .s Plate. SITEVICINITY MAP.....................................................................................................................................1 GEOLOGYMAP.............................................................................................................................................2 .. PLAN OF BORINGS...................................................................................................................................... 3 BORINGLOGS........................................................................................................................................4 - 21 "• KEY TO TERMS AND SYMBOLS USED ON BORING LOGS 12 & 23 ............................................ .. or INTRODUCTION 1.1 Project Description HVJ Associates, Inc. was retained by Kimley-Horn and Associates, Inc. to provide geotechnical services for the proposed Stonegate Utilities Relocations in Fort Worth, Texas. The project involves installation of new water and sanitary sewer lines in Fort Worth, Texas. A site vicinity map is presented on Plate 1. .� The purpose of this geotechnical investigation is to provide geotechnical information at the proposed water and sanitary sewer locations. ..s 1.2 Geotechnical Investigation Program The primary objectives of this study were to gather information on subsurface conditions at the site and to provide recommendations for the proposed utilities. The objectives were accomplished by: .M 1. Drilling eighteen borings to determine soil stratigraphy and to obtain samples for laboratory testing; ' 2. Performing laboratory tests to determine physical and engineering characteristics of the soils. .. Subsequent sections of this report contain descriptions of the field exploration, laboratory -testing program and general subsurface conditions. 2 FIELD INVESTIGATION 2.1 Geotechnical Borings or The field exploration program undertaken at the project site was performed on July 10 and 14, 2006 and November 20, 2008. Subsurface conditions were investigated by drilling a total of eighteen (18) borings as follows: five 20-foot, seven 25-foot, five 30-foot and one 407foot soil borings below the ground surface. A site plan showing the approximate boring locations is presented on the Plan of Borings, Plate 3. 2.2 Sampling Methods Soil samples were obtained continuously to 10 feet and at 5-foot intervals thereafter. Cohesive soil samples were obtained with a three-inch thin -walled (Shelby) tube sampler in general accordance '~ with ASTM D-1587 standard. Split spoon samplers were used ' in cohesionless soils and where sample recovery in cohesive soils using the thin -walled tube was not possible. Each sample was removed from the sampler in the field, carefully examined and then classified. The shear strength of the cohesive soils was estimated by a hand penetrometer in the field. Suitable portions of each sample were sealed and packaged for transportation to our laboratory. Augering was performed when rock was encountered and TxDOT cone penetrometer test was wr performed at approximately 5-foot intervals in the rock. The TxDOT cone test is used to determine the relative density or consistency of a soil material. The test consists of driving a 3-inch diameter cone with a 170-pound hammer, which is dropped for a distance of two feet. The cone is seated ., and driven to 12 blows or 6 inches whichever comes first. Then it is driven for two consecutive 6- inch increments, and the blow counts for each increment are noted. In hard materials, the cone is MK ow u No driven with the resulting penetration in inches recorded for the 50 blows. The number of blows for each 6-inch increment and/or the amount of penetration for each 50 blows is presented on the boring logs presented on Plates 4 through 21. .. Detailed descriptions of the soils encountered in the borings are given on the boring logs presented on Plates 4 through 21. A key to the soils classification and symbols used in the boring logs is also presented on Plates 22 and 23. 2.3 Water Level Measurements no Groundwater levels in the borings were observed during and after completion of drilling. The water levels measured during and after drilling are reported on the boring logs presented on Plates 4 through 21. 3 LABORATORY TESTING Selected soil samples were tested in the laboratory to determine applicable physical and engineering properties. All tests were performed according to the relevant ASTM Standards. These tests consisted of moisture content measurements, pocket penetrometer, percent passing No. 200 sieve, Atterberg Limits, unconfined compression and unit dry weight. The Atterberg limits and percent passing No. 200 sieve tests were utilized to verify field classification by the Unified Soils Classification System, and the unconfined compression tests were .. performed to obtain the undrained shear strength of the soil. The type and number of tests performed for this investigation are summarized below. Type of Test Number of Tests Moisture Content (ASTM D2216) 126 Atterberg Limits (ASTM D4318) 29 Percent Passing No. 200 Sieve (ASTM D1140) 22 Hand Penetrometer 78 Unconfined Compression (UC) (ASTM D 2166) 17 Unit Dry Weight (ASTM D 2166) 17 ,.. The laboratory test results are presented on the boring logs on Plates 4 through 21. ww 4 SITE CHARACTERIZATION 4.1 General Geology According to the University of Texas at Austin, Bureau of Economic Geology "Geologic Atlas of Texas Dallas Sheet," the project area lies within the surface expression of Alluvium (map symbol Qal) and Fluviatile (map symbol Qt) deposits underlain by Fort Worth Limestone (map symbol Kfd) and Duck Creek Formation (map symbol Kdc) undivided. The Alluvium and Fluviatile deposits mainly consist of flood -plain deposits including gravel, sand, silt, silty clay, clay and organic matter. The Fort Worth Limestone is mainly represented by aphanitic to biosparite, burrowed limestone weathers and calcareous clay. The Duck Creek Formation consists of aphanitic and partially bioclastic, locally burrowed limestone and weathers. Geology map is presented on Plate 2. 2 MW a .� 4.2 Soil Stratigraphy Our interpretation of soil and groundwater conditions at the project site is based on information •. obtained at the boring locations only. This information has been used as the basis for our conclusions and recommendations. Significant variations at areas not explored by the project boring may require reevaluation of our findings and conclusions. Boring B-1. The subsurface soils at the site generally consist of very stiff low plasticity clays at the top seven feet, followed by medium dense to dense clayey sands to approximately 14 feet, followed by limestone to the maximum termination depth of 20 feet below the ground surface. Very stiff low plasticity clays were also encountered between 14 to 15 feet. Boring B-2. The subsurface soils at the site generally consist of very stiff to hard low plasticity clays to the maximum termination depth of 25 feet below the ground surface. Boring B_3. The subsurface soils at the site generally consist of very stiff low plasticity clays at the top 13 feet, followed by very stiff high plasticity clays to the maximum termination depth of 30 feet below the ground surface. Very dense clayey sands were encountered between 2 to 7 feet below the ground surface. BoringB-4. The subsurface soils at the site generally consist of very dense clayey sand at the top eight feet, followed by limestone to the maximum termination depth of 40 feet below the ground surface. Low plasticity clays were also encountered at the top foot below the ground surface. .r BoringB-4. The subsurface soils at the site generally consist of very stiff low plasticity clays at the top 10 feet, followed by limestone to the maximum termination depth of 30 feet below the ground surface. Limestone fragments were encountered at the various depths at the top 10 feet. Boring B-6- The subsurface soils at the site generally consist of dense clayey sands at the top 11 feet, followed by low plasticity clays to approximately 15 feet, followed by limestone to the maximum termination depth of 20 feet below the ground surface. Low plasticity clays were also encountered at the top foot below the ground surface. Boring B-7. The subsurface soils at the site generally consist of clayey sands at the top four feet, followed by very stiff low plasticity clays with sand to approximately 20 feet, followed by limestone to the maximum termination depth of 25 feet below the ground surface. $bring R-R The subsurface soils at the site generally consist of very stiff to hard low plasticity clays to the maximum termination depth of 20 feet below the ground surface. Fill material consisting of clay with gravel and limestone fragments was encountered at the top five feet. Boring B-9. The subsurface soils at the site generally consist of stiff to hard low plasticity clays to the maximum termination depth of 25 feet below the ground surface. Boring -10. The subsurface soils at the site generally consist of very stiff to hard low plasticity .. clays to the maximum termination depth of 20 feet below the ground surface. Fill material consisting of clay with gravel was encountered at the top two feet. Borina -11. The subsurface soils at the site generally consist of very dense clayey sands at the top 12 feet, followed by low plasticity clays to maximum termination depth of 20 feet below the ground surface. Fill material consisting of silt with gravel was encountered at the top two feet. w an Boring B-12. The subsurface soils at the site generally consist of clayey sands at the top 13 feet, followed by low plasticity clays to maximum termination depth of 20 feet below the ground surface. Fill material consisting of silt with gravel was encountered at the top foot. Boring B-11 The subsurface soils at the site generally consist of firm to hard low plasticity clays to the maximum termination depth of 25 feet below the ground surface. Boring B-14. The subsurface soils at the site generally consist of weathered limestone at the top six feet, followed by stiff low plasticity clays to approximately eight feet, followed by medium dense clayey sands, followed by limestone to the maximum termination depth of 25 feet below the ground surface. Low plasticity clays were also encountered at the top foot below the ground surface. Boring B-15. The subsurface soils at the site generally consist of stiff to very stiff low plasticity clays at the top 14 feet, followed by dense to dense clayey sands to approximately 17 feet, and followed by limestone to the maximum termination depth of 25 feet below the ground surface. Boring B-16. The subsurface soils at the site generally consist of firm to hard low plasticity clays to the maximum teriirmation depth of 30 feet below the ground surface. Sandy clays were encountered at 19 feet below the ground surface. r Boring B-17. The subsurface soils at the site generally consist of soft to hard low plasticity clays at the top 29 feet, followed by limestone to maximum termination depth of 30 feet below the ground surface. Limestone was also encountered between two to five feet below the ground surface. Boring B-18. The subsurface soils at the site generally consist of stiff to hard low plasticity clays at the top 24 feet, followed by medium dense clayey sands to approximately 29 feet, and followed by limestone to maximum termination depth of 30 feet below the ground surface. Details of the subsurface stratigraphy encountered in the borings are shown on the boring logs presented on the Plates 4 through 21. 4.3 Groundwater Conditions Groundwater was encountered in borings B-15 through B-18 at the depth ranging between 14 and 24 feet below the existing ground surface during and after the drilling operations. It should be noted that groundwater levels determined during and after drilling may not accurately reflect the true groundwater conditions, and therefore should only be considered as approximate. Also these readings will fluctuate seasonally and in response to rainfall. Other factors that might impact .. groundwater levels include leakage from existing sewers and/or sanitary sewers. 5 LIMITATIONS aw This investigation was performed for the exclusive use of Kimley-Horn and Associates, Inc. for the proposed Stonegate Utilities Relocations in Fort Worth, Texas. HVJ Associates, Inc. has •+ endeavored to comply with generally accepted geotechnical engineering practice common in the local area. HVJ Associates, Inc. makes no warranty, express or implied. The analyses and recommendations contained in this report are based on data obtained from subsurface exploration, laboratory testing, the project information provided to us and our experience with similar soils and site conditions. The methods used indicate subsurface conditions only at the specific locations where samples were obtained, only at the time they were obtained, and only to the depths penetrated. Samples cannot be relied on to accurately reflect the strata variations that usually exist ••� between sampling locations. Should any subsurface conditions other than those described in our .. 4 no no boring logs be encountered, HVJ Associates, Inc. should be immediately notified so that further investigation and supplemental recommendations can be provided. aw no no w aw no ww no PLATES ■r i .. A ORO MIN no '"o Xi.Nmv R. DWWti TO 75317 214676-0337 31"78-02L F. 1 w330C1 TF3 DATE: 11/26/2008 I APPROVED BY: I PREPADRED BY: SITE VICINITY PLAN Stone ate Utilities Relocations PROJECT NO.: DRAWING NO.: DG0615240 PLATE 1 BORES AND DEPTHS i /1 1 O 25' DEPTH,, NO KNOWN ROCK INTERFERENCE } 02 1 O 25' DEPTH, NO KNOWN ROCK INTERFERENCE — COMPLETE 03 1 O 30' DEPTH, NO KNOWN ROCK INTERFERENCE — COMPLETE 04 1 O 40' DEPTH, NO KNOWN ROCK INTERFERENCE — COMPLETE /5 1 O 30' DEPTH, NO KNOWN ROCK INTERFERENCE — COMPLETE y #6 1 O 20' DEPTH, NO KNOWN ROCK INTERFERENCE — COMPLETE /7 T O 25' DEPTH, NO KNOWN ROCK INTERFERENCE — COMPLETE rl 1 O 20' DEPTH, NO KNOWN ROCK INTERFERENCE — COMPLETE r. 1 O 25' DEPTH, NO KNOWN ROCK INTERFERENCE COMPLETE 111 1 O 20' DEPTH, NO KNOWN ROCK INTERFERENCE — COMPLETE 0-1 1 O 20' DEPTH, NO KNOWN ROCK INTERFERENCE — COM,PLETE , SCALE: 1' - 1000' f' t O 2V DEPTH, NO KNOWN ROCK INTERFERENCE — CCMPLETE 1 g 1 1 O 25' DEPTH, NO KNOWN ROCK INTERFERENCE #16 1 O 26 DEPTH, NO KNOWN ROCK INTERFERENCE jf0 T O 25' DEPTH, NO KNOWN ROCK INTERFERENCE +10 1 O 30' DEPTH, NO KNOWN ROCK INTERFERENCE * ' 1 O 30' DEPTH, NO KNOWN ROCK INTERFERENCE r F 1 O 30' DEPTH, NO KNOWN ROCK INTERFERENCE 1 .1110 4 jr r - L LEGEND: APPROXIMATE BORING LOCATIONS 9200 King Mhu Drive Da1W, Taus 75247-3610 214.673.0227 Ph nssounl es 214.673.0223 Fax DATE: 11/26/2008 APPROVED BY: PREPARED BY: FF DK PLAN OF BORINGS Stonegate Utilities Relocations PROJECT NO.: DRAWING NO.: DG0615240 PLATE 3 q LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 aw Boring No.: B-1 Date:_ 11/19/2008 Elevation: Groundwater during drilling: — Northing: — Station: -- Groundwater after drilling: -- Easting: — Offset: -- ELEV. SOIL SYMBOLS W (� z - > z LL SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION W o o a FEET AND FIELD TEST DATA I N z; p 0.5 1.0 1.5 2.0 I I I I I I I I I Z MOISTURE O CONTENT, % PLASTIC LIMIT I--i LIQUID LIMIT 1) 21) 3) 4) 5) 7) 8) 95 Very stiff, dark brown LEAN CLAY (CL) w/ occasional sand _5 121 1 11-8-15 Medium dense to very dense, light tan CLAYEY SAND (SC) w/ gravel 13 23-5015.76' ,.. —70 w/ limestone layer at 10' i very stiff, gray and brown LEAN CLAY (CL) Gray LIMESTONE n -20 THD 50/0.25". 50/0.26' m Q _ a - � o - U x -25 THD 50/0", 5aor a O _ O F U O J _ W � - 30 aw F J F- W F Q U' W 2 O o -35 - v N O z Z _ .. m Shear Types: • = Hand Penet. ■ = Torvane = Unconf. Comp. X = UU Triaxial _J O o See Plate 3 for boring location. PLATE 4 O ASSOCIATES LOG OF BORING Project: Stonegate Utilities Relocations Boring No.: B-2 Date: 7/12/2006 Groundwater during drilling: --- Northing: -- Groundwater after drilling: -- Easting: — ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION FEET AND FIELD TEST DATA -0 - 5 -20 5 Project No.: DG-06-15240 Elevation: Station: -- Offset: -- ow Z w y SHEAR STRENGTH, TSF (n(0 zLL o w )It Qa N o a I 0.5 I 1.0 I 1i5 I 2I0 �z o MOISTURE O CONTENT, % PLASTIC LIMIT t-1 LIQUID LIMIT . ........ 1) 2) 3) 4) 5) 7) 8) 9) Very stiff to hard, brown, dark brown and reddish brown LEAN CLAY (CL) 74 n - w/ sand 0'4' (A 1 4.8 115 I U I 92 I 1 1 I • 1 I I I I 0 z Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comm X = UU Triaxial 0 m o See Plate 3 for boring location. PLATE 5 0 J ASSOC I AT FS LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-3 Date: 7/11/2006 Elevation: Groundwater during drilling: -- Northing: - Station: -- Groundwater after drilling: -- Easting: -- Offset: -- ELEV. SOIL SYMBOLS w z rn z LL SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION Wo QN -♦--� - ;x a�0 FEET AND FIELD TEST DATA 0.5 1.0 1.5 2.0 ap � I I I I I I I I I Z MOISTURE O CONTENT, % PLASTIC LIMIT LIQUID LIMIT Very stiff, brown LEAN CLAY (CL) w/ gravel O 50/3" ..Very dense, I. brown CLAYEY SAND (SC) w/ gravel -a 41 / .. ..................................................... Very stiff, brown LEAN CLAY (CL) - 15 —20 - 30 - 35 Very stiff ,brown and reddish brown FAT CLAY (CH) 98 w/ gravel at 30' / 103 / / 10 0 z Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comp. X = UU Triaxial J U) N o See Plate 3 for boring location. PLATE 6 c� 0 J nssocl,�rrs LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: BA Date: 7/11/2006 Elevation: Groundwater during drilling: --- Northing: -- Station: -- Groundwater after drilling: — Easting: - Offset: ELEV. SOIL SYMBOLS i w Z rn Z U SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION V' � °1O ♦--� = INK pa a N } 0.5 1.0 1.5 2.0 FEET AND FIELD TEST DATA �r p it I I I I I I I I I Z MOISTURE O CONTENT, % PLASTIC LIMIT I i LIQUID LIMIT -0 1) 21 33 4) 5) 6) 71 8) 9) Brown SANDY LEAN CLAY (CL) w/ gravel ............................................. O F-1 Roz Very dense, light brown CLAYEY SAND (SC) w/ gravel _ 5012" -s 29 ..bra y _.._........................................... O LIMESTONE w -10 THD50/0.5", - 50/0.25" • U -15 THD 50/0.25, - 50/0" -20 THD 50/0", - 50/0" ro - Q c r � _ U' > -25 THD 50/0.25-, - Sao° a C9 z O 0 O . J W N -30 THD J H - D � - U a W z N -35 THD 5010", 0 50/0" v N N _ ci THD 50/0", z 50/0" ° Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comp. X = UU Triaxial _J 0 o See Plate 3 for boring location. PLATE 7 0 0 J "�'ITES LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-5 Date: 7/10/2006 Elevation: Groundwater during drilling: — Northing: — Station: -- Groundwater after drilling: — Easting: — Offset: -- ELEV. SOIL SYMBOLS z w_ Z FO rn co) W SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION W L) +--; ri a 'C-4 a 0.5 1.0 1.5 2.0 FEET AND FIELD TEST DATA � p Of I I I I I I I I z MOISTURE O CONTENT, % PLASTIC LIMIT LIQUID LIMIT 10 3) 4)0 60 7) 8) 8� lC ;stiff, reddish brown and brown LEAN CLAY 1 - w/ limestone fragments 0'-2' \ j \ -5 j� w/ limestone fragments 9'-10' - 10 ray ay la .......................... .... — — — — — - GLIMESTONE w/dyers 10'-15' -15 THD 50/0.25", - 50/0.125" - U —20 THD 50/0.5", — - - 5010.125" m - 0 0 c� j -25 THD ---- ---- x - 50/0.125", 50/0.25" z 0 - O U O - J W -� THD 50/0.5", — F - 5010.25" J_ H W r W W z O -35 - o - v N oQf _ 0 O _ z Z 03 Shear Types: • = Hand Penet. ■ = Torvane = Unconf. Comp. UU Triaxial J 0 0 See Plate 3 for boring location. PLATE 8 U .n o PA".CIATES LOG OF BORING R Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-6 Date: 7/12/2006 Elevation: Groundwater during drilling: — Northing: -- Station: — Groundwater after drilling: — Easting: — Offset: -- ELEV- SOIL SYMBOLS > w ~ U) SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION ai o Qa w U o a FEET AND FIELD TEST DATA N �p � 01I 5 1.0I I I 115 I 2.0 I I I I Z MOISTURE O CONTENT, % PLASTIC LIMIT I --1 LIQUID LIMIT _ —o .............................. Brown LEAN CLAY (CL) w/sand 1) 2) 3) 4) 5) 6) 7) 8) 9) O t i Dense, brown CLAYEY SAND (SC) w/ gravel and limestone fragments �. Y ! 12-17-20 _ 10 41 .................................................................. Brown and redish brown LEAN CLAY (CL) w/ sand - 15.............................................. Gray LIMESTONE THD 50/0.5", 50/0.25" - 20 - m Q v - - t- C7 _ j x -25 r+ 'a C9 z 0 _ - r O O J _ W d' - 30 � W f _ _J f W - nl f a (9 W Z O In o a -35 - r a ro 9 C7 z Z 0 Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comp. X = UU Triaxial 0 U) o See Plate 3 for boring location. PLATE 9 � 0 J "'OCIATES="-T" M ., LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-7 Date: 7/12/2006 Elevation: Groundwater during drilling: -- Northing: — Station: — Groundwater after drilling: --- Easting: -- Offset: -- ELEV. SOIL SYMBOLS z w rn rn Z a SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION No wO IK 0 a N } a 0.5 1.0 1.5 2.0 FEET AND FIELD TEST DATA Z o I I I I I I I I I MOISTURE O CONTENT, % PLASTIC LIMIT LIQUID LIMIT 0 1) ?p 3) 4) 5) 60 7) 8) 3) — ..................... C).......................... 46 -- Brown CLAYEY SAND (SC) - w/ gravel and limestone fragments at 3' .............. ..................................... f i Very stiff, light ht brown and brown SANDY LEAN —5 CLAY (CL) w/ gravel —15 - limestone layer 15'-17' 10-7-s 51 —20.................................................................. Gray LIMESTONE m - 0 e - o C. U' x —2' THD 50/0.25, 5010.25" a q - .� i O Q U O _ J W i N W H J H - W _ H Q � U _ W Z O —35 U) o 0 N 4 c� z Z .. m Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comp. X = UU Triaxial _J O N o See Plate 3 for boring location. PLATE 10 0 .. ° J ATII . 0 LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-8 Date: 7/14/2006 Elevation: Groundwater during drilling: — Northing: -- Station: Groundwater after drilling: -- Easting: -- Offset: -- ELEV. SOIL SYMBOLS z w z W z LL SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION U N W 0 LL ♦ s -- II( FEET AND FIELD TEST DATA a Z o 0.5 1.0 1.5 2.0 1 1 1 1 1 1 1 1 1 MOISTURE O CONTENT, % PLASTIC LIMIT ILIQUID LIMIT 0 0 2) 3) 4) 53 6) 7) 83 93 - FILL: brown day w/ gravel and limestone fragments 55 Very stiff to hard, brown and reddish brown LEAN - CLAY (CL) _ 114 2.s — — 10 - e — 15 a - - 19 _ O —20 m 0 v A - - F 0 O _ 2 —25 s a' C7 z O _ a U O J - r� W K W H J —3fl H W H Q - _ W Z O o —35 - ---- v a Y - C7 7 ° Shear Types: = Hand Penet. ■ = Torvane = Unconf. Comp. CIE = UU Triaxial 0 o See Plate 3 for boring location. PLATE 11 + 0 J 11 �Ss"''TT, t• LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-9 Date: 7/12/2006 Elevation: Groundwater during drilling: -- Northing: — Station: -- Groundwater after drilling: -- Easting: — Offset: -- ELEV. SOIL SYMBOLS > a—i � ~ z LL SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION U' � ¢o W 0 oa ♦—� = �t FEET AND FIELD TEST DATA a a �p > � 0.5 1.0 1 I 2.0 I I I I I I I I Z MOISTURE O CONTENT,% PLASTIC LIMIT 1---t LIQUID LIMIT _ Stiff to hard, brown and reddish brown LEAN CLAY (CL) 63 C - sandy 0'-2' - w/ gravel at 2' —6 116 1 ' 1.3 - w/ sand V-19 r - - o —10 —1s � w —20 _ � Q I / c� j x —25 a q z - 0 a U O J _ W r N W H J_ -30 _ 1- W H Q - _ W z 0 o —35 - v N 4 0 0 0 z - It .. 0 — 40 Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comp. X= UU Triaxial J_ O 0 See Plate 3 for boring location. PLATE 12 .� 0 RIM ASSOCIATES me r r LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-10 Date: 7/14/2006 Elevation: Groundwater during drilling: — Northing: -- Station: -- „I� Groundwater after drilling: --- Easting: — Offset: — ELEV. SOIL SYMBOLS Z U SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION V' 0 0 W Cl 0 a —� — X FEET AND FIELD TEST DATA a N -.e p > W 0.5 1.0 1.5 2.0 I I I I I I I I I Z MOISTURE O CONTENT, % PLASTIC LIMIT 1 LIQUID LIMIT ........ 1^ 2^- 3) 4^- 5^ 61 7) 8'1 9) � FILL: brown Gay w/ gravel C ...................................................... Very stiff to hard, brown and gray LEAN CLAY (CL) 6 w/ sand 128 DF- — - - clayey sand layer 4'-7' -5 �0 41 r � -10 / � l -15 1 ! - 2tl m 0 O -25 �1 'a z 0 0 J W K y W -30 1- J H W F Q _ W Z 0 N o - 35 N N _ L7 !7 z Z m Shear Types: • = Hand Penet. r = Torvane = Unconf. Comp. = UU Triaxial J_ 0 0 See Plate 3 for boring location. PLATE 13 .. 0 A ASSOCIATES LOG OF BORING Im 1W W ,10 11! .n L J Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-11 Date: 7/14/2006 Elevation: Groundwater during drilling: -- Northing: -- Station: -- Groundwater after drilling: --- Easting: -- Offset: — ELEV. SOIL SYMBOLS > y ~ SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION a) o N z a w U (L FEET AND FIELD TEST DATA a ZR Z y o 0.5 1.0 1.5 2.0 I I I I I I I I I MOISTURE O CONTENT, % PLASTIC LIMIT I LIQUID LIMIT 1) 2) 3) 4) 5) 6) 7) 8n 9) --0 .................. ir_.................................... FILL: light brown silt w% gravel ............................ ..... .......................... Very dense, light brown CLAYEY SAND (SC) w/ _ �• •.�: gravel :/.,r,: ! 13-26-41 34 — 10 17-26-30 ...................................................... x Very stiff, brown LEAN CLAY (CL) w/ sand —15 1 - w/ gravel at 20' —20 m- a - 0 0 j —25 'a c� z 0 a o - W W —30 V) W J f - W H Q W Z O -35 N o 0 N T - c� Z In Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comp. X = UU Triaxial J O (N o See Plate 3 for boring location. PLATE 14 0 J ASSUCI ATES no LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-12 Date: 7/14/2006 Elevation: Groundwater during drilling: -- Northing: — Station: — Groundwater after drilling: — Easting: -- Offset: — ELEV. SOIL SYMBOLS z w F Z ! z LL SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION U'� 1°0 �; _ W n N a 0.5 1.0 1.5 2.0 FEET AND FIELD TEST DATA . 0: I I I I I I I I I Z (3 MOISTURE O CONTENT, % PLASTIC LIMIT I —i LIQUID LIMIT ..................................... 10 2) 30 4) 50 60 7) 8) 9) light brown silt w/ gravel gravel ........................... Brown CLAYEY SAND (SC) w/ 24 ° - o —10 9 ................... ............. t Stiff to very stiff, dark brown LEAN CLAY (CL) w/ sand and ravel 122 — 15- - � b —2a 0 _a - ❑ c� j —25 a t7 �/ z - 0 0 O _ W W � —30 W F J f - 7 W _ F ¢ W Z 0 - 35 o - 0 N 7 _ c� Z .. ° Shear Types: • = Hand Penet. ■ = Torvane = Unconf. Comp. CIE = UU Triaxial 0 V) 0 See Plate 3 for boring location. PLATE 15 0 0 ASSOCIATES am 4 LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-13 Date: 11/19/2008 Elevation: Groundwater during drilling: — Northing: - Station: - _ Groundwater after drilling: --- Easting: - Offset: - ELEV. SOIL SYMBOLS z w z ~ Z SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS - SOIUROCK CLASSIFICATION CO d N LL W V 0 d FEET AND FIELD TEST DATA �p W W O I I I 1 I 1.5 2.0 I I I I I I Z Q MOISTURE O CONTENT, % PLASTIC LIMIT ILIQUID LIMIT -0 V) Za 3'1 4') 60 70 81 91 Firm to hard, brown and dark brown LEAN CLAY \ (CL) w/ sand 0'-2' )10 - w/ gravel 2'-4' -s s 111 96_ 1W as .Ir ,w No mV no -�o C t► i i sand 19'-20' -20 115 m- e a - 0 0 -25 74 a' i 0 O O _ J -30 W fA W F- _J r- - W _ Q W Z O - 35 o- v N 10 _ 0 9 O Z Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comp. CIE = UU Triaxial J 0 o See Plate 3 for boring location. PLATE 16 0 a ASSOCIATES 4" 1M Irk M 1✓ LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-14 Date: 11/19/2008 Elevation: Groundwater during drilling: — Northing: -- Station: — Groundwater after drilling: --- Easting: — Offset: — ELEV. SOIL SYMBOLS z w ~ z SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION U aN W wU oa FEET AND FIELD TEST DATA �p (C 0.5 1.0 1.5 2.0 I I I I I I I I I Z MOISTURE O CONTENT, % PLASTIC LIMIT a LIQUID LIMIT —0...................................................................... Brown LEAN CLAY (CL) w/ limestone fragments 10 2) 3) 4) 5) 6) 7) 8) 9) p F- 11-12-13 � Tan and gray WEATHERED LIMESTONE C —5 7-12-10 - w/ day seams 5'-6.5' b Stiff, tan nad brown LEAN CLAY (CL) w/ sand 118 ~ ♦� _ ....................very dense, ................................. 24 • Medium dense to very dense, brown and tan CLAYEY SAND (SC) w/ gravel C —10 _ V 17-27-5011" C —15 21 ........................................................................ - Gray LIMESTONE O —20 THD 5010% - 50/0' o - c a - 0 x —2' THD 5010", a' 50ia' t� z O i= - a U O _ J W —30 W _ F J H D W F Q W Z O —35 F- in a - v N 0 9 f,7 a Z Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comp. CIE = UU Triaxial J_ O o See Plate 3 for boring location. PLATE 17 0 J .1SSO CIATES LOG OF BORING Project: Stonegate Utilities Relocations Boring No.: B-15 Date: 11/19/2008 Groundwater during drilling: 14 feet Northing: -- Groundwater after drilling: 14 feet Easting: -- ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION FEET AND FIELD TEST DATA —0 IOIF _ -5 r - ad IW a. so Wo -10 .................................... Stiff to very stiff, brown and tan LEAN CLAY (CL) 4-4-9 - sandy w/ limestone fragments 0'-4' Project No.: DG-06-15240 Elevation: Station: — Offset: (9 > Z w SHEAR STRENGTH, TSF fA� zLL Q o o a IL O I IL 04 0.5 I 110 I 115 I 2.0 I Z MOISTURE O CONTENT, % PLASTIC LIMIT I LIQUID LIMIT 10 2) 3) 40 5) Gp 7) 8) 9) 53 / 102 RI j!. 10-22-25 Dense, tan CLAYEY SAND (SC) w/ limestone O —15 fragments 14 ................................................................. Gray LIMESTONE _ Q —2 THD 50/0.25, 50/0^ e a - 8 _ � O —25 THD 50/0", 50/(" a' 0 _ z 0 U O J w � -30 U) w - D w F C9 _ w z 0 —35 o - e a �pn _ Y - O 0 0 z Shear Types: • = Hand Penet. ■ = Torvane A = Unconf. Comp. CIE = UU Triaxial J 0 N o See Plate 3 for boring location. PLATE 18 0 J ES LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-16 Date: 11/19/2008 Elevation: Groundwater during drilling: 24 feet Northing: -- Station: - ..r Groundwater after drilling: — Easting: - Offset: - ELEV. SOIL SYMBOLS z w ~ y z LL SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION CO o W 0 0 (L N o a 0.5 1.0 1.5 2.0 FEET AND FIELD TEST DATA �g p I I I I I I I I I Z MOISTURE O CONTENT, % PLASTIC LIMIT I LIQUID LIMIT —0 Rnn..o .h.ard, b..w...'ii nd is"n" LEA'CLAY(CL) ............. 11 20 30 4') 51* 6n 71 8') bd I - w/ limestone fragments 0'-5.5' 1 4-7-11 1 - I so 1 4-3-3 1 —5 _ 1 2.9 114 so — 10 —20 co —25 j 107 wU 2 O j U -sandy 19'-20' c W -30 65 -- co W J H - W H Q W Z O —35 — C' — O- V N UI _ 0 _ z Z m Shear Types: • = Hand Penet. ■ = Torvane = Unconf. Comp. X = UU Triaxial J O N o See Plate 3 for boring location. PLATE 19 0 o ASSOCIATES LOG OF BORING Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-17 Date: 11/19/2008 Elevation: Groundwater during drilling: 24 feet Northing: — Station: -- .. Groundwater after drilling: 25 feet Easting: — Offset: — W } ELEV. SOIL SYMBOLS i W (A SHEAR STRENGTH, TSF ui o w O DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION co ¢ o a >- 0.5 o a N 1.0 1.5 2.0 FEET AND FIELD TEST DATA � p W I I I I I I I I I Z 93 MOISTURE O CONTENT, % PLASTIC LIMIT 1 LIQUID LIMIT .....................o —0 . 1) 2) 31 4) 5) r 71 81 90 Very stiff, brown LEANNCLAAYY (CL) w/ occasionaa l sand and gravel (I) ....................................................................... Tan and gray LIMEASTONE w/ day and gravel THD 5013,75", 50/3" C 45 —5 THD 50/3.5", - 5013" Soft to hard, dark brown LEAN CLAY (CL) w/ occasional sand �-87 . — 10 ,r z.7` —15 j 113 -20 j —25 j Z a - U o............................................... Gray LIMESTONE w _ N —� THD 50/0.5", UJ 50/0.5" J F- W < W Z O —35 N o - a a - Y - O U z id m Shear Types: • = Hand Penet. ■ = Torvane = Unconf. Comp. X = UU Triaxial J_ O N o See Plate 3 for boring location. PLATE 20 r, 0 J ASSO CIAT[S mW LOG OF BORING r-� -00 No 1! rt 1-_-J so Project: Stonegate Utilities Relocations Project No.: DG-06-15240 Boring No.: B-18 Date: 11/19/2008 Elevation: Groundwater during drilling: 24 feet Northing: - Station: - Groundwater after drilling: 24 feet Easting: -- Offset: -- ELEV. SOIL SYMBOLS z w in ~ SHEAR STRENGTH, TSF DEPTH, SAMPLER SYMBOLS SOIUROCK CLASSIFICATION z (no N z. W U oa X FEET AND FIELD TEST DATA a- zP p W 0.5 1.0 1.5 2.0 I I I I I I I I Z O MOISTURE O CONTENT, % PLASTIC LIMIT F--1 LIQUID LIMIT — .. ...... 0................................. •) 1) 2) 31 4D 5) 60 77 8) 91 +0. LE. � Stiff to hard, dark brown LEAN CLAY CL - w/ limesetone fragments 2'-4' -5 6.3 _ 114 -10 - / I 1 I I - I I -15 / i w/ sand 19'-20' —20 / 109 a - Medium dense, tan and gray CLAYEY SAND (SC) 3 -25 4-Ft-10 w/ gravel 19 C a' C9 z 0 c� W Gray LIMESTONE y —� _ THD 50/1", 50/0.24" J f D W F Q (7 _ W Z 0 — 35 O 7 N Y Q - c� Z m Shear Types: = Hand Penet. = Torvane = Unconf. Comp. X= UU Triaxial _J O ch o See Plate 3 for boring location. PLATE 21 0 0 J ASSOCIATES MW 1 SOIL SYMBOLS SAMPLER TYPES S Soil Types , Thin Walled Z No Recovery ® � Shelby Tube Z Clay Silt Sand Gravel ® Split Barrel Auger Modifiers ® ® Ed �ie u Liner Tube e Jar Sample Clayey Silty Sandy Cemented Construction Materials WATER LEVEL SYMBOLS _ ME ' ,��'tw E �Groundwater level determined during _ drilling operations Im Asphaltic Stabilized Fill or Portland Y— Groundwater level after drilling in Concrete Base Debris Cement open borehole or piezometer w/ Concrete SOIL GRAIN SIZE _ Particle Size or Sieve Classification Particle Size No. (U.S. Standard) Clay < 0.002 mm < 0.002 mm Silt 0.002 - 0.075 mm 0.002 mm - #200 sieve w1 Sand 0.075 - 4.75 mm #200 sieve - #4 sieve Gravel 4.75 - 75 mm #4 sieve - 3 in. Cobble 75 - 200 mm 3 in. - 8 in. Boulder > 200 mm > 8 in. DENSITY OF COHESIONLESS SOILS CONSISTENCY OF COHESIVE SOILS Penetration Undrained Shear Descriptive Resistance 'N' ' Consistencv Strength (tsf) Term Blows/Foot Very Soft 0 - 0.125 Very Loose 0-4 Soft 0.125 - 0.25 Loose 4 - 10 Firm 0.25 - 0.5 Medium Dense 10 - 30 Stiff 0.5 - 1.0 Dense 30 - 50 Very Stiff 1.0 - 2.0 Very Dense > 50 Hard > 2.0 PENETRATION RESISTANCE 3/6 Blows required to penetrate each of three consecutive 6-inch increments per ASTM D-1586 • 50/4' If more than 50 blows are required, driving is discontinued and penetration at 50 blows is noted 0/18' Sampler penetrated full depth under weight of drill rods and hammer • The N value is taken as the blows required to penetrate the final 12 inches TERMS DESCRIBING SOIL STRUCTURE r Slickensided Fracture planes appear polished or Intermixed Soil sample composed of pockets of glossy, sometimes striated different soil type and laminated or Fissured Breaks along definite planes of fracture stratified structure is not evident with little resistance to fracturing Calcareous Having appreciable quantities of calcium Inclusion Small pockets of different soils, such carbonate as small lenses of sand scattered Ferrous Having appreciable quantities of iron through a mass of clay Parting Inclusion less than 1/4 inch thick Nodule A small mass of irregular shape extending through the sample Seam Inclusion 1/4 inch to 3 inches thick 3300Ki-AnhwU, extending through the sample Dan.., Tx 75247 I14d78d=7 Layer Inclusion greater than 3 inches thick nstou etes 2IIfi7&MU ra +�1 extending through the sample Laminated Soil sample composed of alternating KEY TO TERMS AND SYMBOLS partings of different soil type USED ON BORING LOGS Stratified Soil sample composed of alternating s seams or layers of different soil type PROJECT NO.: DRAWING NO.: ' DG•06-15240 PLATE 22 .r ROCK TYPES SAMPLER TYPES Limestone Shale Sandstone , Thin -Walled � Rock Core Tube 19 Weathered Limestone Weathered Shale M f Weathered Sandstone ® Standard Penetration B Auger Sample Test Highly Weathered Limestone Dolomite ® Granite ® THD Cone Penetration Pen Test Bag Sample HARDNESS SOLUTION AND VOID CONDITIONS Void Interstice; a general term for pore space or other openings in rock. Cavities Small solutional concavities. Vuggy Containing small cavities, usually lined with a mineral of different composition from that of the surrounding rock. Vesicular Containing numerous small, unlined cavities, formed by expansion of gas bubbles or steam during solidification of the rock. Porous Containing pores, interstices, or other openings which may or may not interconnect. Cavernous Containing cavities or caverns, sometimes quite large. Most frequent in limestones and dolomites. Friable Crumbles under hand pressure Low Hardness Can be carved with a knife Moderately Hard Can be scratched easily with a knife Very Hard Cannot be scratched with a knife WEATHERING GRADES OF ROCKMASS (1) Slightly Discoloration indicates weathering of rock material and discontinuity surfaces. Moderately Less than half of the rock material is decomposed or disintegrated to a soil. Highly More than half of the rock material is decomposed or disintegrated to a soil. Completely All rock material is decomposed and/or disintegrated into soil. The original mass structure is still largely intact. Residual Soil All rock material is converted to soil. The mass structure and material fabric are destroyed. JOINT DESCRIPTION SPACING INCLINATION Very Close <2" Horizontal 0-5 Close 2"-12" Shallow 5-35 Medium Close 12"-3' Moderate 35-65 Wide >3' Steep 65-85 Vertical 85-90 aA REFERENCES: r (1) British Standard (1981) Code of Practice for Site Investigation. BS 5930. (2) The Bridge Div., Tx. Highway Dept. Foundation Exploration & Design Manual. 2nd Divisions revised June, 1974. Information on each boring log is a compilation of subsurface conditions and soil and rock classifications obtained from the field as well as from laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines on the logs may be transitional and approximate in nature. Water level measurements refer only to those observed 9W at the times and places indicated, and may vary with time, geologic condition or construction activity. SURFACES Slickensided Polished, grooved Smooth Planar Irregular Undulating or granular Rough Jagged or pitted BEDDING THICKNESS (2) Very Thick >4' Thick 2'-4- Thin 2'-2- Very Thin 1/2"-2" Laminated 0.08"-1/2" Thinly Laminated <0.08" rcn Kim AEdw @- du"a TX 75217 214 6794W 21467t4M Fa KEY TO TERMS AND SYMBOLS USED ON BORING LOGS PROJECT NO.: DRAWING NO.: DC-06-15240 PLATE 23 .r FORTWORTH APPENDIX E TxDOT Permit To be inserted by addendum r MW 1w FORT WORTH Intentionally left blank. FORT WORTH APPENDIX F Easement Documents AND AFTER RECORDING RETURN TO: City of Fort Worth Real Property Management 8851 Camp Bowie West Third Floor Fort Worth, Texas 76116 ABOVE SPACE RESERVED FOR COUNTY RECORDER SEWER MAIN EASEMENT AGREEMENT THIS SEWER MAIN EASEMENT AGREEMENT (this "Agreement") is entered into as of the _ day of . 200_9 by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation ("Union Pacific"), and the City of Fort Worth, Texas, a home -rule municipal corporation ("City"). WITNESSETH WHEREAS, Union Pacific is the owner of an approximately 350 acre parcel of land commonly known as Davidson Yard located in the Fort Worth, Tarrant County, Texas (the "Union Pacific's Property"). WHEREAS, City has requested and Union Pacific has agreed to convey to City an exclusive easement in, over, upon and through a portion of Union Pacific's Davidson Yard for the purpose of installing, maintaining, repairing and replacing a 48-inch underground sanitary sewer main in order to provide sewer service to the general public, subject to the terms and conditions as hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: AGREEMENT 1. Grant of Easement. (a) Union Pacific hereby gives, grants, conveys, extends and confers to the City, its successors and assigns, the exclusive right, privilege and easement in over, upon, through, and across the land legally described in Exhibit A and depicted in Exhibit B attached and incorporated by reference(hereinafter the "Easement Area") for the sole purpose of (i) installing, constructing, reconstructing, repairing, renewing, replacing, operating, maintaining, inspecting or removing a 48-inch underground sewer main and related facilities for a sanitary sewer extension (collectively, the "City's Facilities"), as may be necessary or convenient for providing only sewer service, and (ii) the right of ingress and egress to and from the Easement Area when reasonably required from time to time on prior notice to Union Pacific (as provided below) for the limited purpose of installing, constructing, reconstructing, maintaining, repairing, renewing, replacing, operating, inspecting or removing the City's Facilities. (b) This Agreement does not give the City the right to install any utilities other than the City's Facilities or the right to grant to others the right to install utilities in any part of the Easement Area. (c) The term of the Sewer Main Easement granted shall begin on the date hereof and shall continue until the City abandons its use of the Sewer Main Easement. If the City abandons it use under this Agreement, the City at the request of Union Pacific shall promptly execute and file in the deed records of Tarrant County, Texas a release of this Agreement. If the City fails to execute and file the release promptly, Union Pacific may seek to enforce its rights to a release in any court of competent jurisdiction. (d) Except in cases of emergency, the City and its contractors shall notify Union Pacific at least 48 hours before entering either Union Pacific's Property or the Easement Area so Union Pacific may have a representative or representatives present. If the City enters upon Union Pacific's Property or the Easement Area in case of emergency, the City agrees to notify Union Pacific of such entry as soon as practicable and agrees to inform Union Pacific of the circumstances of the entry and the nature of any work performed within the Easement Area. City acknowledges that the Easement Area is in an active rail yard; City and its contractors shall comply with Union Pacific's safety rules and any contractor performing work on behalf of City shall execute Union Pacific's-standard Right of Entry Agreement. (e) Union Pacific retains all of its rights to use and occupy the surface of the Easement Area not inconsistent with the use by City, its successors or assigns. Notwithstanding the foregoing, Union Pacific agrees that the erection or construction of any permanent building or other structure on or over any part of the Easement Area by Union Pacific, its successors, assigns, or lessees, shall be deemed to be a use of the Easement Area inconsistent with this Agreement. If the Union Pacific erects or constructs any permanent building or structure on or over any part of the Easement Area and fails to remove it promptly after the City's request, then the City shall have the right to enforce its rights under this Agreement by any remedy available at law or in equity, including without limitation, an action of specific performance or temporary restraining order or injunction at Union Pacific's expense. (f) This Agreement is limited to such rights as the Union Pacific may have in the Easement Area and is granted without warranty, express or implied. The Agreement is also made SUBJECT TO all outstanding leases, licenses and other outstanding rights of record. 2. Maintenance of Easement Area. City, at its sole cost and expense and without any contribution whatsoever from Union Pacific, shall at all times during the term of this Agreement repair and maintain the City's Facilities in the Easement Area in good and clean condition and repair. City agrees to restore any part of the surface of the Easement Area and Union Pacific's Property that is damaged by the construction, installation, maintenance, repair, or removal of the City's Facilities to the same condition as existed immediately before such damage occurred. In addition, City agrees to pay upon demand all reasonable and direct damages suffered by Union Pacific that my arise from the laying, constructing, maintaining, operating, repairing, replacing or removing of said sewer main and/or City's Facilities. •• 2 3. Compliance with Law. City, at its expense, shall comply with all applicable laws, regulations, rules and orders relating to operation of the City's Facilities. If any discharge, leakage, spillage, emission or pollution of any type occurs upon or arises from the Easement -� Area because of City's use, presence, operations or exercise of the rights granted in this Agreement, City, at its expense, shall be obligated to clean all property affected thereby, to the applicable standards of the governmental entity having jurisdiction in the matter. 4. Assessments. City agrees no assessments will be levied against Union Pacific's Property to defray any part of the expense incurred in connection with any construction in the Easement Area. 5. Fiber Optics. Fiber -optic -cable systems may be buried on Union Pacific's Property. Protection of the systems is extremely important to Union Pacific because any break in the system could disrupt service and interrupt Union Pacific's business, possibly causing lost profits and revenues. Before beginning any work in the Easement Area, City shall telephone Union Pacific during normal business hours (7 a.m. — 9 p.m., CT, Monday -Friday, except holidays) at 1-800-336-9193 (a 24-hour number for emergency calls) to determine if fiber-optic cable is buried within the boundary of the Easement Area. If fiber-optic cable is buried within the Easement Area, City will telephone the affected telecommunications company(ies), arrange for a cable locator, and arrange for relocation or protection of the fiber-optic cable before beginning any work in the Easement Area. 6. AS IS. City hereby acknowledges that City is accepting this Easement Area in an AS -IS condition, and that it has not relied on any warranties, promises, understandings or representations, express or implied, of Union Pacific or its agents or employees. City shall perform and rely upon its own independent investigation of the physical condition of the Easement Area; and City hereby releases Union Pacific from all responsibility and liability regarding the condition or utility of the Easement Area. 7. Insurance. During the course of any construction activity under this Agreement, the City shall require any of the City's contractors (including subcontractors of any tier) to obtain and maintain comprehensive general liability and property damage insurance in an amount not less than $500,000 for each occurrence of bodily injury, including death, and in amount not less than $500,000 covering each occurrence of property damage with $2,000,000 umbrella policy • coverage. The City shall require any of the City's contractors (including subcontractors of any tier) to include Union Pacific as an additional insured party on that contractor's comprehensive general liability insurance and automobile liability insurance required by the City and shall .. require the City's contractors to provide Union Pacific with a waiver of subrogation on the contractor's workers' compensation insurance policy. Nothing herein shall be deemed to insure Union Pacific against its sole negligence or willful misconduct. All insurance correspondence, binders, policies, certificates and endorsements shall be sent to: Union Pacific Railroad Company Real Estate Department 1400 Douglas Street - STOP 1690 Omaha, NE 68179-1690 ATTN: UP File Folder No. 2425-80 Im 8. Surface and subsurface utility crossings of Easement Area. Union Pacific may grant other utility providers the right to cross the Easement Area only if the crossing is at an angle between 45° and 90°. 9. Breach. If City fails to comply with the terms and conditions of this Agreement and the failure is not cured within 20 days after the City receives written notice from Union Pacific, Union Pacific shall have the right to enforce its rights under this Agreement by any remedy available at law or in equity, including without limitation, an action of specific performance or temporary restraining order or injunction at City's expense. 10. Notices. All notices, demands and other communications hereunder shall be in writing and delivered personally or by a nationally recognized overnight courier service or mailed (by registered or certified mail, return receipt requested, postage prepaid) or telecopied with a confirming notice, addressed to the respective parties, as follows: If to City: The City of Fort Worth Attention Bryan Beck 1000 Throckmorton Street Fort Worth, Texas 76102 with a copy to: Fort Worth Water Department Attention Director 1000 Throckmorton Street Fort Worth, Texas 76102 Telephone: (817) 392-8240 Facsimile: (817) 392-8195 If to Union Pacific: Union Pacific Railroad Company 1400 Douglas Street - STOP 1690 Omaha, Nebraska 68179-1690 Attention: AVP Real Estate —� Telephone: (402) 997-3590 Facsimile: (402) 997-4601 and to: Union Pacific Railroad Company 1400 Douglas - STOP 1580 Omaha, Nebraska 68179-1580 -- Attention: Real Estate Attorney Telephone: (402) 2714468 Facsimile: (402) 271-5610 or such additional parties or other address as any party may designate. Any notice permitted or required to be given shall be deemed to have been given, and any item permitted or required to be delivered or furnished shall be deemed to have been furnished, when personally delivered or furnished, or three business days after delivery to a nationally recognized and reputable courier (such as U.P.S., Federal Express, Airborne, or the like) guaranteeing next -day delivery with 4 delivery charges prepaid, or after delivery or first attempted delivery by the United States Post Office, after being properly addressed and with postage prepaid for delivery by United States registered or certified mail. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date and year first above written. APPROVED FOR FORM l Theodore P. Gorski, Jr. Assistant City Attorney Date: UNION PACIFIC RAILROAD COMPANY, a Delaware corporation By: �0.*Wt Its: = Estate CITY OF FORT WORTH, TEXAS Fernando Costa Assistant City Manager 5 r no M STATE OF NEBRASKA COUNTY OF DOUGLAS § I, the undersigned, a Notary Public in and for said County and State aforesaid, DO HEREBY CERTIFY that Y1 oap- , personally known to me to be the �V'� - k46 ,�ArIeR of UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, and personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that he/she signed and delivered the said instrument, pursuant to authority given by said Corporation, as his/her free and voluntary act, and as the free and voluntary act and deed of said Corporation, for the uses and purposes therein set forth. Given uder my hand and official seal, this /0-61 day of 2008. C Print Nabw? Notary Public State of Nebraska My commission expires:DgG AO..10D / [Notarial Seal] GENERAL NOTARY - Sble oI Nobraska L� JRME E E4ee. 2 , 2 �, My Comm. Ex;.')ec. �. 2009 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 Fernando Costa, Assistant City Manager for the City of Fort Worth, known to me to be the person whose name is subscribed to the foregoing instrument, and who, after being duly sworn, upon oath deposed and said that he signed the above and foregoing document for the purposes and consideration therein expressed and in the capacity therein stated. SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, under my hand and seal of office this __f3k of�k-,;pdq , 4�08' i,,=.A- r�ctk�tti�+'pars 6 Notary Public, State of Texas an .' SANITARY SEWER MAIN EXTENSION IN STONEGATE BLVD, PART IA: 48 INCH -SANITARY SEWER MAIN AT HULEN STREET BRIDGE SEWER PROJECT No. P274-703170010783 PARCEL No: 17 D.O.E. No. 4906 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT "A" Being a variable width Permanent Sanitary Sewer Easement situated in the S.C. Inman Survey, Abstract No. 824, City of Fort Worth, Tarrant County, Texas, said variable width Permanent Sanitary Sewer Easement being out of a tract of land deeded to Texas & Pacific Railroad Company as recorded in Volume 875, Page 96, in Volume 963, Page 273 and in Volume 4558, Page 276 of the Deed Records of Tarrant County, Texas, said variable width Permanent Sanitary Sewer Easement being more particularly described by metes and bounds as follows: BEGINNING at a fence corner post found for the southwest corner of said tract of land deeded to Texas & Pacific Railroad Company, said fence corner post being in the northwest line of a tract of land deeded to Tarrant County Water Control and Improvement District No. One as recorded in Volume 4528, Page 623 of said Deed Records of Tarrant County, Texas; THENCE North 54 degrees 14 minutes 04 seconds West, with a southwest line of said tract of land deeded to Texas & Pacific Railroad Company, a distance of 50.28 feet to a point for corner; THENCE North 29 degrees 56 minutes 42 seconds East, a distance of 170.23 feet to a point for corner; THENCE North 16 degrees 51 minutes 42 seconds East, a distance of 105.05 feet to a point for corner; THENCE North 33 degrees 52 minutes 42 seconds East, a distance of 165.32 feet to a point for corner; THENCE North 44 degrees 42 minutes 42 seconds East, a distance of 184.88 feet to a point for corner; THENCE North 49 degrees 08 minutes 00 seconds East, a distance of 183.35 feet to a point for corner; THENCE North 50 degrees 53 minutes I I seconds East, a distance of 73.53 feet to a point for corner; THENCE North 51 degrees 21 minutes 51 seconds East, a distance of 110.55 feet to a point for corner; THENCE North 64 degrees 40 minutes 16 seconds East, a distance of 465.64 feet to a point for corner; Page I of 4 SANITARY SEWER MAIN EXTENSION IN STONEGATE BLVD, PART 1A: 48 INCH -SANITARY SEWER MAIN AT HULEN STREET BRIDGE SEWER PROJECT No. P274-703170010783 PARCEL No: 17 D.O.E. No. 4906 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 THENCE South 47 degrees 49 minutes 44 seconds East, a distance of 72,10 feet to a point for corner in the southeast line of said tract of land deeded to Texas & Pacific Railroad Company, said point being in the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One; THENCE South 64 degrees 52 minutes 42 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, a distance of 562.76 feet to a point for corner; THENCE South 49 degrees 09 minutes 42 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, a distance of 28 1. 10 feet to a 5/8 inch iron rod found for comer; THENCE South 44 degrees 42 minutes 42 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, a distance of 178.20 feet to a 5/8 inch iron rod found for corner; THENCE South 33 degrees 52 minutes 42 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, a distance of 153.10 feet to a point for corner; THENCE South 16 degrees 51 minutes 42 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, a distance of 103.30 feet to a point for corner; THENCE South 29 degrees 56 minutes 22 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, a distance of 181.06 feet to the POINT OF BEGINNING, and containing 80,721 square feet or 1.853 acres of land, more or less. Page 2 of 4 MOTE: All bearings are based on the Texas Coordinate System, NAD4.3, Noith. Cot trul Zone, utilizing a TxI3oT Surface Factor of t 00012 for this.praject. All bearings refernencW to. the project control for State Highway Ill. .All bearings. And distances.are surmce. Daw. NE vwnber 26,-209$ W. Truett Wilson Registered Professional Land Surveyor No. 5146 Page 3 of'4 0- EXHIBIT 11 B 99 TEXAS & PACIFIC RAILROAD COMPANY VOLUME 875, PAGE 96 VOLUME 963, PAGE 273 VOLUME ArrQ DAf-'V 276 D.R.T.C.T. mu u X4 v V�l Lm VICINITY MAP 10 Ilk rA VARIABLE WIDTH PERMANENT S EM SANITARY SEWER LINE EASEMENT R- 00 8, C 80,721 SQ. FT. OR 1.853 AC, 00 0 5/8-IR LINE TABLE LINE BEARING DISTANCE L-1 N SC14 '04 50.2w jjj L-2 N 2756'42 170.23, 0 5 81R L-3 N it 105105* r5i'42 L-4 N 3T527424 t65.32' L-5 N 44*42'421 184.8fJ' L-6 N 4WOS'00'E I83Z5* L-7 N W53"I 1 73.53 L-8 N 51'21'51 110.55' L-9 S 4r49'44E 72.10' $ry L-10 S 44*42:42Z 178.21: I L-11 S 3,T52 42 153.1 I L-12 S L-13 S T56'22W 1 6-51-4" 1 O;L30- 1 2 18146' P.O.B. FND FENCE POST NOTE: ALL BEARINGS ARE BASED ON THE TEXAS COORDINATE 20() 100 0 200 SYSTEM, NAD-83, NORTH CENTRAL ZONE, UTILIZING A TXOOT SURFACE FACTOR OF 1.00012 FOR THIS PROJECT. ALL BEARINGS REFERENCED TO THE PROJECT CONTROL FOR STATE HIGHWAY 121. ALL BEARINGS AND DISTANCES ARE SURFACE SCALE IN FEET Yv� CityvAz of Fort Worth 1000 THROCKMORTON STREET FORT WORTH. TEXAS 78102 EXHIBIT SHOWING A VARIABLE WIDTH PERMANENT SANITARY SEWER EASEMENT OUT OF A TRACT OF LAND SITUATED IN THE S.C. INMAN SURVEY, ABSTRACT No. 824 RCORDED IN VOLUME 875, PACE 96, VOLUME 963, PAGE 273 AND IN VOLUME 4558, PAGE 276 OF THE DEED RECORDS OF TARRANT COUNTY. TEXAS PROJECT: SANITARY SEWER MAIN EXTENSION IN STONEGATE BLVD. PART 1A. 48-INCH SANITARY SEWER MAIN AT HULEN STREET BRIDGE �D.O.E. No.: 4906 EASEMENT ACQUISITION AREA 94. ' 205 SQUARE FEET OR 2.163 AC13ES TO61 W ON Joe No. 0505-1628 DRAWN BY: UPFILE, UP`PR-EMTDWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE. NOVEMBER 26. 20M PAGE 4 Of 4 s l- - 200' NO. 5145 GORRONDONA & ;�IATES, INJ 5707 BRENTWOOD STAIR ROAD, �CADD FTE 50 FORT WORTH, TX. 76112 817-496-1424 FAX 817-495-1768 -4 .. AND AFTER RECORDING RETURN TO: aw City of Fort Worth Real Property Management 8851 Camp Bowie West Third Floor Fort Worth, Texas 76116 ABOVE SPACE RESERVED FOR COUNTY RECORDER TEMPORARY -CONSTRUCTION EASEMENT AGREEMENT THIS TEMPORARY -CONSTRUCTION EASEMENT AGREEMENT (this "Agreement") is entered into as of the day of 200_, by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation (formerly known as SOUTHERN PACIFIC TRANSPORTATION COMPANY, a Delaware corporation) ("Union Pacific"), and the City of Fort Worth, Texas, a home -rule municipal corporation ("City"). Grant of Temporary Easement. (a) Union Pacific hereby grants to the City, its successors and assigns a temporary easement upon, over, and across that certain real property in the City of Fort Worth, Tarrant County, Texas, that is legally described in Exhibit A and depicted in Exhibit B attached and incorporated herein (hereinafter the "Temporary Easement Area") for the sole purpose of constructing a 48-inch sanitary sewer main adjacent to the Temporary Easement Area. (b) Union Pacific retains all of its rights to the use and occupation of the Temporary Easement Area not inconsistent with the use granted to City, its successors or assigns. (c) This Temporary Easement shall commence on the day the City's contractor begins construction and shall end on the earlier of either June 30, 2010 or the day the City Council accepts the construction and installation of the 48-inch sanitary sewer main. Upon •• termination, City agrees to execute and file in the deed records of Tarrant County, Texas a release of this Agreement. .� 2. Maintenance of Temporary Easement Area. City, at its sole cost and expense and without any contribution from Union Pacific, shall at all times during the term of this Agreement repair and maintain the Temporary Easement Area and maintain any of the City's facilities thereon in good condition and repair. City shall restore any of Union Pacific's property that is damaged by City's use to the same or similar condition as existed immediately before the damage occurred. Union Pacific is not responsible for the removal or disposal of existing debris and rubble currently located within the Temporary Easement Area, r:tm j—, r V G':(TW - U r D--os TCr cFw i 12s �,A OnaI d- 3. Requirements of City's Contractors. In completing the sanitary sewer main, the City shall require in its contracts with any contractor the following covenants: (a). Right of Entry Agreement. If City will be hiring a contractor or contractors to perform any work involving constructing the sanitary sewer easement, City shall require its contractor(s) and their subcontractors to (i) execute the Railroad's Contractor's Right of Entry Agreement (which provides for flagging), (ii) obtain the insurance coverage described therein; and (iii) provide the insurance policies, certificates, binders and/or endorsements to Union Pacific before allowing any of its contractor(s) and their respective subcontractors to commence any work in the Temporary Easement Area or on any other Union Pacific property. (b). Insurance. During the course of any construction activity under this Agreement, the City shall require any of the City's contractors (including subcontractors of any tier) to obtain and maintain comprehensive general liability and property damage insurance in an amount not less than $500,000 for each occurrence of bodily injury, including death, and in amount not less than $500,000 covering each occurrence of property damage with $2,000,000 umbrella policy coverage. The City shall require any of the City's contractors (including subcontractors of any tier) to include Union Pacific as an additional insured party on that contractor's comprehensive general liability insurance and automobile liability insurance required by the City and shall require the City's contractors to provide Union Pacific with a waiver of subrogation on the contractor's workers' compensation insurance policy. Nothing herein shall be deemed to insure Union Pacific against its sole negligence or willful misconduct. (c). Notification of Insurance. All insurance correspondence, binders, policies, certificates and endorsements shall be sent to: Union Pacific Railroad Company Real Estate Department 1400 Douglas Street - STOP 1690 Omaha, NE 68179-1690 ATTN: UP File Folder N6- 425'. (d). Damage Claims. During the course of any construction activity under this Agreement, the City shall require any of the City's contractors (including subcontractors of any tier) to indemnify Union Pacific against claims arising, in whole or in part, out of contractor's negligence. In addition, the City shall require the contractors to covenant and agree to indemnify, hold harmless, and defend at their own expense, the Union Pacific, its officers, agents, servants, and employees, from and against all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise of, the work and services to be performed in installation of the sanitary sewer main by the contractors, their officers, agents, employees, subcontractors, licensees, or invitees. Also during the course of any construction activity under this Agreement, the City shall require the contractors to indemnify and hold harmless Union Pacific from and against any and all injuries to the Union Pacific's 2 -a officers, agents, servants, and employees, loss or destruction of Union Pacific's property arising from the performance of any of the terms and conditions of this Agreement. (e). Performance of work. The City shall require any of the City's contractors (including subcontractors of any tier) to perform all work done in connection with this t . Agreement as expeditiously as possible so as not to interfere unreasonably with the use and occupancy of Union Pacific's property by the City, its agents, contractors and subcontractors, employees, invitees, licensees, and representatives. In performing the work or causing the work to be performed, the City shall make adequate provisions for the safety and convenience of Union Pacific, its agents, contractors and subcontractors, employees, invitees, licensees, and representatives. RI 4. Mechanics' Liens. City shall not permit any mechanics' or materialmen's liens of any kind or nature to be enforced against the Temporary Easement Area for any work done or materials furnished thereon at City's request. 5. No Warrantv and Matters of Record. This Agreement is limited to such rights as the Union Pacific may have in the Temporary Easement Area and is granted without warranty, express or implied. The Agreement is also made SUBJECT TO all outstanding leases, licenses and other outstanding rights of record. 6. Compliance with Law. City shall, at its expense, comply with all applicable laws, regulations, rules and orders relating to the use of the Temporary Easement Area. If any discharge, leakage, spillage, emission or pollution of any type occurs upon or arises from the City's use of the rights granted under this Agreement, City, at its expense, shall be obligated to clean all property affected thereby to the applicable standards of the governmental entity having jurisdiction in the matter. 7. Notices. All notices, demands and other communications hereunder shall be in writing and delivered personally or by a nationally recognized overnight courier service or mailed (by registered or certified mail, return receipt requested, postage prepaid) or telecopied with a confirming notice, addressed to the respective parties, as follows: •• If to City: The City of Fort Worth Attention Bryan Beck 1000 Throckmorton Street .. Fort Worth, Texas 76102 me If to Union Pacific: Union Pacific Railroad Company Real Estate Department 1400 Douglas Street - STOP 1690 we Omaha, Nebraska 68179-1690 Attention: AVP Real Estate -00 No we or such additional parties or other address as any party may designate. Any notice permitted or required to be given shall be deemed to have been given, and any item permitted or required to be delivered or furnished shall be deemed to have been furnished when personally delivered or furnished, or thee business days after delivery to a nationally recognized and reputable courier (such as U.P.S., Federal Express, Airborne, or the like) guaranteeing next -day delivery with delivery charges prepaid, or after delivery or first attempted delivery by the United States Post Office, after being properly addressed and with postage prepaid for delivery by United States registered or certified mail. 8. Binding Effect. All covenants contained herein shall be deemed to be covenants that run with the land, and shall be binding upon and inure to the benefit of the City and Union Pacific and their respective successors and assigns. All references to City, Union Pacific, or parties shall be deemed to include the respective party's employees, invitees, agents, successors, and assigns. 9. Counternarts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original and all of which shall constitute one and the same agreement. 10. Cautions. The section headings appearing in this Agreement are inserted only as a matter of convenience and in no way define or limit the scope of any section. 11. Modifications. Any modifications or amendments to this Agreement shall be made in writing and be executed by all parties. 12. Waiver. The failure by any party to enforce any provision of this Agreement in a timely manner shall not be deemed a waiver of the right to enforce that provision, and any express waiver by any party of any breach of any provision of this Agreement shall not be deemed a waiver of any subsequent breach of that provision. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date and year first above written. w A,rTEST: UNION PACIFIC RAILROAD COMPANY, a Delaware corporation Its: As��S�n—�iCe E'Ce�tdf`-`Real ' go Aw CITY OF FORT WORTH, TEXAS By:w..,.l�. Fernando Costa Assistant City Manager APPROVED FOR FORM "44A ' Theodore P. Gorski, Jr. Assistant City Attorney Date: 7 �Z " / twL STATE OF NEBRASKA § COUNTY OF DOUGLAS § I, the undersigned, a Notary Public in and for said County and State aforesaid, DO .. HEREBY CERTIFY -that �AJ , 2? , personally known to me (�''-- ,f fi to be the n_ of UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, and personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that he/she signed and delivered the said instrument, pursuant to authority given by said Corporation, as his/her free and voluntary act, and as the free and voluntary act and deed of said Corporation, for the uses and purposes therein set forth. Given uder my hand and official seal, this /fl �h day of p-.e 2008. "' Pr acne Notary Public State of Nebraska My commission exp m!'R%C &t�, 'r [Notarial Seal] y GLNERAL NOTARY • Slate of Nebraska JAMES FAIATZA �'.� tAy Gann. Er,' r c 20, ?.009 i 5 MA A& 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 Fernando Costa, Assistant City Manager for the City of Fort Worth, known to me to be the person whose name is subscribed to the foregoing instrument, and who, after being duly sworn, upon oath deposed and said that he signed the above and foregoing document for the purposes and consideration therein expressed and in the capacity therein stated. SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, under my hand and seal of office this .5+*. of w� s.....; i .;... , am no 40 ow s No 40 U. Notary Public, State of Texas r SANITARY SEWER MAIN EXTENSION IN STONEGATE BLVD. PART IA: 48-INCH SANITARY SEWER MAIN AT HULEN STREET BRIDGE SEWER PROJECT No. P274.703170010783 D.O.E. No. 4906 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 EXHIBIT "A" Being a Temporary Construction Easement situated in the S.C. Inman Survey, Abstract No. 824, City of Fort Worth, Tarrant County, Texas, said Temporary Construction Easement being out of a an tract of land deeded to Union Pacific Railroad Company as recorded in Volume 875, Page 96, Volume 963, Page 273 and Volume 4558, Page 276 of the Deed Records of Tarrant County, Texas, said Temporary Construction Easement being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod found for corner in the northwest line of a tract of land deeded to Tarrant County Water Control and Improvement District No. One as recorded in Volume 4528, Page 623 of said Deed Records of Tarrant County, Texas, said 5/8 inch iron rod being in the southeast line of a proposed Permanent Sanitary Sewer Easement; THENCE South 44 degrees 42 minutes 42 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One and with the southeast line of said proposed Permanent Sanitary Sewer Easement, a distance of 178.20 feet to a 5/8 inch iron rod found for corner; THENCE South 33 degrees 52 minutes 42 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One and with the southeast line of said proposed Permanent Sanitary Sewer Easement, a distance of 153.10 feet to a point for corner; THENCE South 16 degrees 51 minutes 42 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One and with the southeast line of said proposed Permanent Sanitary Sewer Easement, a distance of 103.30 feet to a point for corner; THENCE South 29 degrees 56 minutes 42 seconds West, with the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One and with the southeast line of said proposed Permanent Sanitary Sewer Easement, a distance of 181.06 feet to a fence post found for corner in the northwest line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, said fence post being the south corner of said proposed Permanent Sanitary Sewer Easement, said fence post also being in the southwest line of said tract of land deeded to Texas & Pacific Railroad Company; THENCE Noah 54 degrees 14 minutes 04 seconds West, with the southwest line of said tract of land deeded to Texas & Pacific Railroad Company and with the southwest line of said proposed Permanent Sanitary Sewer Easement, a distance of 50.26 feet to the POINT OF BEGINNING, said point being the most westerly corner of said proposed Permanent Sanitary Sewer Easement; Page I of 5 SANITARY SEWER MAIN EXTENSION IN STONEGATE BLVD. PART IA: 48-INCH SANITARY SEWER MAIN AT HULEN STREET BRIDGE SEWER PROJECT No. P274-703170010783 D.O.E. No. 4906 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 THENCE North 54 degrees 14 minutes 04 seconds West, with the southwest line of said tract of land deeded to Texas & Pacific Railroad, a distance of 27.62 feet to a fence post found for corner; THENCE North 32 degrees 44 minutes 04 seconds West, with the southwest line of said tract of land deeded to Texas & Pacific Railroad Company, a distance of 14.07 feet to a point for a corner; THENCE North 29 degrees 56 minutes 58 seconds East, a distance of 194.54 feet to a point for corner; THENCE North 07 degrees 26 minutes 58 seconds East, a distance of 63.90 feet to a point for corner; THENCE North 29 degrees 56 minutes 58 seconds East, a distance of 117.05 feet to a point for corner; THENCE North 41 degrees 11 minutes 58 seconds East, a distance of 208.51 feet to a point for corner point for comer; THENCE North 52 degrees 26 minutes 58 seconds East, a distance of,175.35 feet to a point for corner; THENCE North 18 degrees 27 minutes 14 seconds East, a distance of 119.93 feet to a point for corner; THENCE North 63 degrees 29 minutes 25 seconds East, a distance of 743.91 feet to a point for corner point for comer; THENCE South 71 degrees 30 minutes 35 seconds East, a distance of 5.29 feet to a point for corner; THENCE South 26 degrees 31 minutes 15 seconds East, a distance of 95.83 feet to a point for corner; THENCE South 63 degrees 28 minutes 45 seconds West, a distance of 112.85 feet to a point for corner in the northeasterly line of said proposed Permanent Sanitary Sewer Easement; Page 2 of 5 SANITARY SEWER MAIN EXTENSION IN STONEGATE BLVD. PART IA: 48-INCH SANITARY SEWER MAIN AT HULEN STREET BRIDGE. SEWER PROJECT No. P274-703170010783 U.O.E. No. 4906 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 THENCE North 47 degrees 49 minutes 44 seconds West, with the northeasterly line of said proposed Permanent Sanitary Sewer Easement, a distance of 27.07 feet to a point for the most northeast corner of said proposed Permanent Sanitary Sewer Easement; THENCE South 64 degrees 40 minutes 16 seconds West, with the northwesterly line of said proposed Permanent Sanitary Sewer Easement a distance of 465.64 feet to a point for comer; THENCE South 51 degrees 21 minutes 51 seconds West, with the northwesterly line of said proposed Permanent Sanitary Sewer Easement, a distance of 110.55 feet to a point for comer; THENCE South 50 degrees 53 minutes 11 seconds West, with the northwesterly line of said proposed Permanent Sanitary Sewer Easement a distance of 73.53 feet to a point for comer; THENCE South 49 degrees 08 minutes 00 seconds West, with the northwesterly line of said proposed Permanent Sanitary Sewer Easement, a distance of 183.35 feet to a point for corner; THENCE South 44 degrees 42 minutes 42 seconds West, with the northwesterly line of said proposed Permanent Sanitary Sewer Easement a distance of 184.88 feet to a point for corner; THENCE South 33 degrees 52 minutes 42 seconds West, with the northwesterly line of said proposed Permanent Sanitary Sewer Easement, a distance of 165.32 feet to a point for corner; THENCE South 16 degrees 51 minutes 42 seconds West, with the northwesterly line of said proposed Permanent Sanitary Sewer Easement a distance of 105.05 feet to a point for corner; THENCE South 29 degrees 56 minutes 42 seconds West, with the northwesterly line of said proposed Permanent Sanitary Sewer Easement, a distance of 170.23 feet to the POINT OF BEGINNING, and containing 94,205 square feet or 2.163 acres of land, more or less. Page 3 of 5 SANITARY SEWER MAIN EXTENSION IN STONEGATE BLVD. PART 1A: 48-INCH SANITARY SEWER MAIN AT HULEN STREET BRIDGE SEWER PROJECT No. P274-703170010783 D.O.E. No. 4906 5701 W. VICKERY BLVD., FORT WORTH S.C. INMAN SURVEY, ABSTRACT No. 824 .. NOTE: All bearings are based on the Texas Coordinate System, NAD-83, North Central Zone, utilizing a TxDoT Surface Factor of 1.00012 for this project. All bearings referenced to the project control for State Highway 121. All bearings and distances are surface. .& to FW Date: November 26, 2008 l W. Truett Wilson Registered Professional Land Surveyor No. 5146 Page 4 of 5 so v w 0 EXHIBIT "B " L-10 A VARIABLE WIDTH TEMPORARY :r CONSTRUCTION EASEMENT 94,205 SQ. FT. OR 2.163 AC. 1D'S .::.. 65 VICINITY MAP >a.: `" �,� I LINE TABL LINE BEARING DISTANCE +zv L-1 S 44"42'42 178.20- <j L-2 S 3T52'42 153.10'TEXAS & PACIFIC hL-3 N 54"14'04 50.26'RAILROAD COMPANY�L-a N 54'14'04 27.82'VOLUME 875, PAGE 96 zx:L-5 N 32'44'04 T4.07' ypr VOLUME 963, PAGE 273 •� L-6 N 19'56 194.54' I VOLUME 4558, PAGE 276 14P • L-7 N 07'28 63.90' ..:F;: W D.R.T.C.T. ,,;� Zj11 L-6 N 29'56'58 117,05" I L-9 N IB27'14�E 119.93' L-10 S 71.30'35 5 29' i'd•'r"",• ),"�� V ��� FND O•B C. I L-11 S 2631'16 95.83' 1U -12 S 6T28'45 112.85' �-- L-TJ N 4T49'44 27.07' FND 518IR 49 zw1{ : I L-14 S 51'21'S1 110.55' r : �� '-PROPOSED PERMANENT I L-15 S 50'S3'11 73.53 SANITARY SEWER EASEMENT I L-16 S 49'08` )0 183.35' I L-17 5 44'42"42 184.88' •""A : �^� I L-18 S 3352`42 165.32' 0) i3 Q`a I L-19 S 16'51'42 105.05' . =`'' r by I L-20 S 2T58`42 170.23' xz:• w� �+ ro •�` 3r Q L-5 FND FENCE POST C` h L-4 NO FENCE POST P. U.B. NOTE: ALL BEARINGS ARE BASED ON THE TEXAS COORDINATE ZOO l OO O 2QO SYSTEM, NAD-63, NORTH CENTRAL ZONE. UTILIZING A TXDOT SURFACE FACTOR OF 1.00012 FOR THIS PROJECT. ALL BEARINGS REFERENCED TO THE PROJECT CONTROL ` ■-■.� FOR STATE HIGHWAY 121. ALL BEARINGS AND DISTANCES ARE SURFACE. SCALE IN FEET City o f Fort Worth 1000 THROCKMORTON STREET FORT WORTH. TEXAS 76102 EXHIBIT "SHOWING A VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT OUT OF A TRACT OF LAND SITUATED IN THE S.C. INMAN SURVEY, ABSTRACT No. 824 RCORDED IN VOLUME 875, PAGE 96, VOLUME 963, PAGE 273 AND IN VOLUME 4558, PAGE 276 OF THE DEED RECORDS OF TARRANT COUNTY. TE7CA� PROJECT: SANITARY SEWER MAIN EXTENSION IN STONEGATE BLVD. PART IA: 46-INCH SANITARY SEWER MAIN AT HULEN STREET BRIDGE D.O.E. No.: 4906 , .�,�-�' EASEMENT ACQUISITION AREA 94,205 SQUARE FEET OR 2.163 ACRES � TRU�Tt WILSO JOB NO. 0505-1628 DRAWN BY: DP CAOD FILE: UPPR-EMT.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: NOVEMBER 26. 2008 PAGE 5 OF 5 SCALE: I' m 200' NO. 5146 GORRONDONA h ASSOCIATES. INC. • 6707 BRENTWOOD STAIR ROAD, SUITE 50 FORT WORTH, TX. 76112 . 817-496-1424 FAX 817-496-1768