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Contract 53754
AtCffVtD APR -1 2020 CITY or ro,n • r. lY SfCREiA~:n-, . . f O_RT WORJli 'sl•' PROJECT MANUAL FOR THE CONSTRUCTION OF 2018 BOND, STREET RECONSTRUCTION Contract IA -Great Southwest Parkway From Mark IV Parkway to North Freeway (IH 35 Service Road) Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements Unit 3: Paving and Drainage Improvements Betsy Price Mayor City Project No. 101119 William Johnson , P .E. David Cooke City Manager Director, Transportation and Public Works Department Chris Harder, P .E. Director, Water Department Prepared for The City of Fort Worth Transportation and Public Works Department, and Water Department 2019 21 * a• o• * IJt ~*e ••ij'J a:e l·KiNsri:NriNE00BAKiNr~s ·I o eoooo o oe o ooooooooo•o •o •I 6 7022 fO::~ -?c x-~ •• • 09/19/2019 BAIRD, HAMPTON & BROWN b uild i ng partners 3801 William D . Tate Bl v d ., Ste . 500 Grapevine, TX 76051 ~ i.: FT. WORTHl, TX V4 FORT WORTH. 'I'" City of Fort Worth Standard Construction Specification Documents Adapted September 2011 00 00 00 -1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01- General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 7423 Cleaning 0177 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revised February 2, 2016 Project No. 101119 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 33 - Utilities 33 11 14 Steel Pipe and Fittings 3331 12 Cured in Place Pipe (C1PP) 33 39 60 Liners for Sanitary Sewer Structures 99 99 00 Special Technical Specifications 99 99 99 Miscellaneous Utility Relocations/Adjustments Special TxDOT Technical Specifications TxDOT Item 104 Removing Concrete TxDOT Item 422 Reinforced Concrete Slab TxDOT Item 438 Cleaning and Sealing Joints and Cracks (Rigid Pvmt & Bridge Decks) Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: hWs^I/profecWoint.buzzsaw.com/client/fortwarth�ov111 urces/02%20- %20Construction%2ODocutnents/Specifications Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26 - Electrical 2605 19 Low -Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 24 16 Panelboards 26 27 26 Wiring Devices Division 31 - Earthwork 31 10 00 Site Clearing 3123 16 Unclassified Excavation 31 24 00 Embankments 31 25 00 Erosion and Sediment Control Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised February 2, 2016 Project No. 101119 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydra -Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs 3231 13 Chain Fences and Gates Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Line Lowering 3305 13 Frame, Cover and Grade Rings -Cast Iron 3305 13.01 Frame, Cover and Grade Rings -Composite 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 3305 16 Concrete Water Vaults 3305 17 Concrete Collars 33 05 20 Auger Boring 33 05 22 Steel Casing Pipe 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 14 Buried Steel Pipe and Fittings 33 1210 Water Services 1-inch to 2-inch 33 12 11 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 3331 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 23 Sanitary Sewer Pipe Enlargement 3331 50 Sanitary Sewer Service Connections and Service Line 3339 10 Cast -in -Place Concrete Manholes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised February 2, 2016 Project No. 101119 00 00 00 - 4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 39 20 Precast Concrete Manholes 33 3930 Fiberglass Manholes 3341 10 Reinforced Concrete Storm, Sewer Pipe/Culverts 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 49 10 Cast -in -Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets Division 34 - Transportation 34 41 30 Aluminum Signs 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site (NONE) GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination (NONE) GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revised February 2, 2016 Project No. 101119 City of Fort north, Texas Mayor and Council Communication DATE: Tuesday, February 4, 2020 LOG NAME: 20 018 IPWC1PI-1=AINGRO P SUBJECT: Authorize Execution of a Contra l with The Fain Group, Inc., in the Amount of $4,199,931,53 for CombIned Street Paving Improvements and VVater and Sanitary Sewer Bain Replacements for 2018 Bond Street Reconstruction Contract 1. mart I P,oject, Located on Great Southwest Parkway, Adopt Appropriation Ordinances and Update the FY 2020-2024 CIP (COUNCIL Dis,rRICT 7) It is mcommended that: the City Council; 1. Adopt the attached Appropriation Ordinance Increasing appropria(ions in the Water and Sewer Capital Projects Fund 11-1 the amount of $ , 59,838.00 transferred from available runds wilhin the Water& Sewer Fund; . Adopt the attached Appropriation Ordinance increasing appropriations In the amount of 3,154,589,00 from avallable funds in the 2018 Bond Program Fund', and 3. Authorize execution of a contract with The Fain Group, Inc., In the amount of $4,1 9,931.53 for Combined Street Paving improvements and Water and Sanitary Sewer Main. RepJacements for 2018 Bona Street Reconstruction Contract 1, Fart 1 project ( lty Project No, 10 119) This Mayor and Council Cornrnunlc3ticn (M&C) is to authorize a construction contracl for water and/or sanitary sewer and paving Improvements on approximately 1.9 lane m31es for the 2018 Band Street Reconstruction Contract 1. Part 1 on Great Southwest Parkway from Mark IV Parkway to I.H. 35 Service Road. The Transportation and Public Works Department's share on this contract is $ . 2,848.85. Funds for this project are linnluded in the 2018 Bond Program, Available resources within the General Fund will be used to provide interim 1.1nancing until debt is issued. Once debt associated with the project Is sold, bond proceeds will relmburse the General Fund in accordance with the statement expressing official intent to Rain bume that was adopted as part of the ordinance canvassing the bond election (Ordinance No, 2 g -05- 018) and subsequent acctions taken by the Mayor and Council. The Water Department's share on this contract of 1,947,08 .C8 vvlll be available In the Water and Sewer Capital Projects Fund of the project (C PN 101119). The prajoct was advertised for bid on September 26, 2019 and October 3, 2019 in the For Worth tiar-Teleg , On October 24. 2019, the following bids were received: Binder rnoun( Tirna of Completion The FaJn Group, Inc. $4,199,931.53 450 Calendar Days Stabile & Winn, Inc 4.4 .374. 5 McClendon Construction Co, $4,584,88 .0 Jackson Constructbn Ltd. $5,210,072.00 In addition to the contract amount, $1.D23r970.00 (Water. 91,119,a0, Sewer. $143,753.0a. TP1+V: $789,0 &00) is required for project rr anage men t, material tesiing and inspection end $190,525.00 (Water: $30,140,00. Sewer: $47,743.00, TP : $112,642.) Is provided for project contlrkgancies, This project will have #ia Impact on the Transportat.lon & Public Works operating budget nor on the Water Department's operating budget when completed. Construction is expected to start In May 2020 and ba carnpleted by July 2021, The sanitary sewer component of this project Is part of the Water L epartmertt' Sanitary Sewer Overflow Initiative program. Appreprlatians for the Water, Sanitary Sewer and Pavirig Improvernoil ts far 2018 Bond Stroet Re construction Contract 1, Part 1 project by Fund will consist of the following: FUND Existing Appropriations 018 Bond Program - Fund 34018 $260,000.00 Tax Mote 2017 - Fund 34017 $350,000.00 Water & Sewer Capital Projects - $ 02,520.00 Fund 56002 Project Total' Additional Appropriations $3,1 4.58 ,00 0.00 $2,259,838.00 $812.5 0.00 5,414,427.00 Numbers rounded for presenta#lon purposes, Project Total '- $,414,589.00 $3 0,000.00 $2,462,35&00 ,226,947.00 MfWBE OFFICE -- The Fain Croup, Inc. is in ccmpllance with the Cit 's BIDE Ordinance by curnrnit#Ing to 2 percent DASE participation and documenting good raith effort. The Fain Group, Inc, identified several subcontracting and supplier opportunities. However, the firms contacted in the areas Identilled did not respond or did not submit the lowest bids. The C1ty's MBE goal on this project Is 17 percent. The 2018 Bond Program funding was included In the 2020-2024 Capltal Improvement Plan for project PBOD01. In ardor to administratively tack the spend]n9 of al funding sources In an project, appraprlation ordinances are needed to move appropriations from tine programmable project to the jointly funded static project. This ectlon will update the 020-2'0024 Capital improvement Plant. FISCAL INFORMATION ICERTIFICATION: The Director of Finance certifies that funds are available 1n the current operating budget of the Water & Sewer Fund, and upon approval of the above recommendations and attached appropriation rardlnances, funds w 111 be avaJlable In t h o current capital budgets, as appraprlated, of the Water and S ewer Capital Projects Fund. the Stormwater C apital Projects Fund and 2018 Bond Program Fund, Prior to any expenditure being Incurred, the Water Department has the responsibility to validate the availability of funds. FUND. IDENTIFIERS (FIDs).: Fund Department ccoun ProProgram Program ctivttyr Budget Reference # ►c ourt ID ID _ Year (ChartfleId 2� FROM Fund Department A►ecoun Project 1Pr6gram c'tivEtyr Budgeit Reference # JArnounj 1D ID Year (Dfrartfleld 2.) DERTIFICATION : SubmItted for t1-lAY M;in ger's 0Ifice by Dana Burg§doff (60 1 QLig I na|ng QepaRment Head.- W$km Johnson 801) Additionpi InL j,O,n Cogbd: Monty -Hall ( ) ATTACHMgNTS 1.1295 F mm.bU FW mt n&> 2. 191111 Fain Group MBE CompQrc�eMemo -Great SoLilhwestParw .pd| ƒ 202Q1aCIPY]C]R1.FA|NGROUP 34018 A020rdo / k) ¢2Q22LI 9.!;-] P-Y1CJP1.FAI GR0UP 56002 A020. docN �Pu bi a) m /CIP.Y.F4< IN.GROUp_R D_Ta&e� dL FW m! ml) mn � uo pjj&M g ]s p FWIntem�) « FAINGROUPFund$ imb§�yd FWlmemk) 8. M & C M np-202O18C|PY1C]R1jAf �P @ �CFW Mt , m) my ©r FOIST WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS ADDENDUM NO. 1 To the Specifications and Contract Documents For 2018 BOND, STREET RECONSTRUCTION CONTRACT 1A: GREAT SOUTHWEST PARKWAY UNIT 1 -WATER UNIT 2- SANITARY SEWER UNIT 3a- STORM DRAINAGE UNIT 3ba PAVING IMPROVEMENTS Great Southwest Parkway (From Mark IV Parkway to North Freeway (IH 35W Service Road)) City Project No. 101119 Addendum No. 1 Issued: October 17, 2019 Bid Opening Date: October 24, 2019 This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for GREAT SOUTHWEST PARKWAY are hereby revised by Addendum No. 1 as follows: 1. Construction plans are revised as follows: 1. Revised Sheets 1613, 21, 22, 57, 58, & 64: These sheets are updated with Explorer Pipeline notes. A-1 ADDENDUM 1 Great Southwest Parkway City Project No.101119 The Project Manual is amended as follows: 1. Sections 00 42 43 Addendum 1 — Proposal Form: The following summarizes changes to Proposal Form. Unit 1: Water Improvements a) Deleted bid items 40 — 42, which entailed 6" flexible base and 6" cement modified soils intended as a temporary paving surface over utility trenches. b) Added bid item 50, imported embed mentlbackfill, acceptable backfill. c) Added bid item 51, temporary asphalt paving repair (2" type "B" HMAC on 6" flexible base) for utility trenches. Unit 2: Sanitary Sewer Improvements a) Deleted bid items 37 — 39, which entailed 6" flexible base and 6" cement modified soils intended as a temporary paving surface over utility trenches. b) Deleted a requirement of providing a separate maintenance bond for potential repairs or replacements discussed in bid item 42. c) Added bid item 44, temporary asphalt paving repair (2" type °B" HMAC on 6" flexible base) for utility trenches. Unit 3a. Drainage Improvements a) Deleted a requirement of providing a separate maintenance bond for potential repairs or replacements discussed in bid item 11. Unit 3b: Paving Improvements a) Deleted duplicate bid item 12, 6" flexible base. III. Contractor/Bidder Questions & Responses/Clarifications: 1. When is the anticipated construction start? Construction is anticipated to start in March of 2020. 2. What's changed in the plans since the last time the project went out to bid? Sheet 21: New service and fire service connections around WL A Sta. 11+60. Sheet 22: New service and fire service connections around WL A Sta. 14+70, Sheet 56: New driveway reconstruction at Sta. 3+08. Sheet 63: New driveway reconstruction at Sta. 10+33. Sheet 64: New driveway reconstruction at Sta. 13+92 and 16+72. A-2 ADDENDUM 1 Great Southwest Parkway City Project No. 101119 3. Can CTB or asphalt be used for the temporary pavement repairs of utility trenches? Addendum No. 1 revises the type of temporary pavement over utility trenches. Temporary pavement will be 2" of type B asphalt over 6" of flexible base course 4. Please clarify the application of paving bid items 12 and 42, flexible base? These are duplicate bid items. Addendum No. 1 deletes bid item 12. 5. Can the road be closed during construction? Road closures will need to be approved by the City. Access to all businesses must be maintained at all times_ 6. On sanitary sewer bid item 42 and drainage bid item 11, can the provision for a potential maintenance bond be separated out as it's own bid item? Addendum No. 1 revises sanitary sewer bid item 42 and drainage bid item 11. The provision for a potential separate maintenance bond is deleted from these bid items. If in the case, the new sanitary sewer or drainage .nfrastructure, by the Mark IV Commerce Park project, is damaged during Construction of Great Southwest Parkway Improvements, this project's maintenance bond shall incorporate any repair work. 7. What type of backfill is being used for the construction of storm drain and sanitary sewer for the Mark IV Commerce Park project? Relevant sheets from the Mark IV Commerce Park plans are available for download from buzzsaw. Please refer to the PDF file titled "Relevant_Mark—[V Commerce_Park-FOR_REFERENCE.pdf." 8. What is the status of the Explorer Pipeline review of the petroleum line in and near the project area? Are there any special requirements for construction over and near the petroleum lines near Northeast Parkway? The petroleum lines are not very deep at Northeast Parkway. Please be aware of the shallow nature of the Explorer petroleum pipelines. Explorer Pipeline reviewed the project and issued a letter of no objection towards this project. A copy of the letter is enclosed and also found in the appendix of the Project Manual. Explorer informed us of the following project requirements when working in the vicinity of their petroleum lines: 1) Call 811 prior to work commencement. 2) Notify Explorer Pipeline 48 hours prior to work commencement. 3) Call Antonio Garcia at (214) 862-0724 prior to work inside Explorer Pipeline R.O.W. and where petroleum lines cross Great Southwest Parkway at the Northeast Parkway intersection_ 4) Explorer Pipeline personnel shall be on site at all times while working inside Explorer Pipeline R.O.W. and where petroleum lines cross Great Southwest Parkway at the Northeast Parkway intersection. A-3 ADDENDUM 1 Great Southwest Parkway City Project No. 101119 5) When working near petroleum lines, the Contractor shall use either an excavator bucket with no teeth or a bucket with teeth that are covered. Additional Explorer Pipeline requirements are enclosed and also found in the appendix of the Project Manual. 9. What's the status of the floodplain permits? Floodplain permits are approved for this project. A copy of the permits are provided in the appendix of the Project Manual. 10. Where is the bid item number 46, "Clean and Seal Exist Joints", intended to be applied? Please refer to the labels on sheet 67. There are 3 joints at the bridge abutments. 11. Does the project have a set 17% MBE participation requirement or will a Good Faith Effort be sufficient? Per section 00 45 40 in the project manual, the MEE goal for this project is 17%. Please refer to provisions in section 00 45 40 and the appendix for Good Faith Effort requirements. 12. Is there an estimated project cost? $3.6 Million 13. Do the intersections have to be built with HES concrete exactly as shown on the plan? Not necessarily... The intent of the plans are for the intersections to be opened to traffic quickly. We approve if the Contractor finds a quicker way to construct the intersection that alters the limits of HES concrete as shown on the plans. 14. Can acceptable backfill be added as a bid item to address utility construction in rock areas on the east side of the project? Yes. Imported acceptable backfill will be added to the Proposal Form in an addendum. 15. What flow should be anticipated for bypass pumping on the 24" sanitary sewer? Please anticipate the potential of full pipe flow of the 24" sanitary sewer with an estimated 18 CFS (11.6 MGD) of flow. 16. Who is paying for testing? Please refer to section 01 45 23. The Contractor is responsible of Quality Control testing. The City is responsible for Quality Assurance testing. However, if testing performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. 17. What is the status of the outstanding Pedestrian Access Easement? Sheet 6 shows a proposed pedestrian access easement at 4825 North Fwy. This easement should be available prior to construction. A-4 ADDENDUM 1 Great Southwest Parkway City Project No. 101119 This Addendum No. 1, forms part of the Specifications & Contract Documents for the above referenced project and rriodifies the original Project Manual & Contract Documents of the same, Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) In the space provided in Section 00 4100, Bid Form, Page 3 of (2) Indicate in upper case letters on tha outside of your sealed bid envelope: "RECEIVED & ACICNO WLEDGE ADDENDUM NO. I" Include a signed copy of Addendum No. 1 in the sealed bid envelop at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification_ RECEIPT ACKNOWLEDGED ENGINEERING MANAGER TRMSPORTATION & PUBLIC WORKS g: LaTie Zarate, P.E. Co an : The Fain Group, Inc. orari4s►G••eI•.poe••asae•YPiiap• LANE M. ZAHATE �ma •pa.a•aY•a�•aara••+..••.aa.••� Q� A-5 ADDENDUM 1 Great Southwest Parkway City Project No. 101119 2 SECTION 00 1113 INVITATION TO BIDDERS 001113-1 INVITATION TO BIDDERS Page 1 of2 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of 2018 Bond, Street Reconstruction - Contract 1A, Great 6 Southwest Parkway, City Project Number 101119 will be received by the City of Fort Worth 7 Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 200 Texas Street 12 Fort Worth, Texas 76102 13 until ,C {11 k' N-I, CS T_ Thtll:4d.iY. I iv Iolirr �+3: 20,14:, and bids will be opened publicly and read 14 aloud at in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the (approximate) following: 18 14,825 SY of 9.5 " Reinforced Concrete Pavement, 19 2-10' Recessed Curb Inlets, 20 1290 LF of 8" Sanitary Sewer Pipe, 21 8 - 24" Sanitary Sewer Point Repairs, 22 1355 LF of 24 " Sanitary Sewer Pipe, 23 420 IF of 24" CIPP Sewer, 24 2170 LF of 8 " & 12 " DR-14 Water, 25 135 LF of 8 " & 12 " DIP Water, & 26 135 IF of 12 " Welded Steel Pipe 27 28 PREQUALIFICATION 29 The improvements included in this project must be performed by a contractor who is pre- 30 qualified by the City at the time of bid opening. The procedures for qualification and pre- 31 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 32 33 DOCUMENT EXAMINATION AND PROCUREMENTS 34 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 35 of Fort Worth's Purchasing Division website at. i _ _ rthtcxas.&owWchasm&1 and 36 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 37 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 38 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 39 Parties Form 1295 and the form must be submitted to the Project Manager before the 40 contract will be presented to the City Council. The form can be obtained at 4I httas:rlR-ivw.ethics.state.t7A.usifilinginfo/1295/ . 42 43 Copies of the Bidding and Contract Documents may be purchased from: 44 Baird, Hampton & Brown, Inc. 45 3801 William D. Tate Blvd, Ste. 500 46 Grapevine, Texas 76051 47 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised December 22, 2016 Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 0011 13-2 INVITATION TO BIDDERS Page 2 of 2 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $300 Set of Bidding and Contract Documents with half size drawings: $150 PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and time: i)A'i'F.: (i11 !VhJ1. 0- TIME: 9-%'4-4 PLACE. Fart Kurth. TV 74610 ` WC'ATION- 'r P;I' C alple wirre Rain ..7) CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Greg Robbins, P.E., Sr Project Manager, City of Fort Worth Email: Gregory.Robbins@fortworthtexas.gov Phone: 817-392-2333 AND/OR Attn: Gene Capps, P.E., P.E., Baird, Hampton, & Brown Inc. Email: gcapps@bhbine.com Phone: 817-251-8550 ADVERTISEMENT DATES `I'htlfsda y. S-eptember 26, 2019 Thorsdjy, M:tober 03, 21119 33 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 22, 2016 Great Southwest Parkway Improvements Project No. 101119 2 3 4 5 6 7 8 9 10 11 ]2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 002113-1 INSTRUCTIONS TO BIDDERS Page I of 10 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. Prequalification requirement work types and documentation are as follows. 3.1.1. Paving — Requirements document located at; bMs:s:(, pMicgWgint.buzzsaw,com/fortworthgQv/Resources/02%20- %20Construction%2ODucuiiients/Conn°actor%o2OPreyualificati,un/TPW%2OPaving %2OContractor%20Pregualification%20Pregram/PREQUALIFICATION%20REQ UIREMENTS%20FOR%20PAVINti%2000NTRACTORS.PDF?public CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21, 2015 Great Southwest Parkway Improvements Project No. 101119 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 3.1.2. Roadway and Pedestrian Lighting --- Requirements document located at; 2 h Ws;lgr41cgVoint.buzz,sw.com/fortworthaov/ResQ=caN2%2Q- 3 %20C=structionY-f ZMgcml ots/Contractor%20PreQUalification/TPW°/!-2QRoadw 4 gy%20and%20Pedestrianf° o2QL1"E g%20PEMualification%20ProgMw15TREET 5 %20LIGHT%20PREQUAL%20REQN NTS.pdf?public 6 7 8 3.1.3. Water and Sanitary Sewer — Requirements document Iocated at- 9 http :;(roj_ectpoint.buzzsaw.com/fortworth{FaYl psources/02%20- 10 Y22OConstruction%2QDocuments/ContractorO/o2OPrequalification/Water%20and%2 I OSani/o20Sewer%2OContractor°/a2OPrequalification%2OProgra� SS%2 p 12 aual%20requirements.do0public 13 14 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within ] 5 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 16 45 11, BIDDERS PREQUALIFICATIONS. 17 18 3.2.1. Submission of and/or questions related to pre.qualification should be addressed to 19 the City contact as provided in Paragraph 6.1. 20 21 3.3, The City reserves the right to require any pre -qualified contractor who is the apparent low 22 bidder(s) for a project to submit such additional information as the City, in its sole 23 discretion may require, including but not limited to manpower and equipment records, 24 information about key personnel to be assigned to the project, and construction schedule, 25 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 26 deliver a quality product and successfully complete projects for the amount bid within 27 the stipulated time frame. Based upon the City's assessment of the submitted 28 information, a recommendation regarding the award of a contract will be made to the 29 City Council. Failure to submit the additional information, if requested, may be grounds 30 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 31 notified in writing of a recommendation to the City Council. 32 33 3.4. In addition to prequalification, additional requirements for qualification may be required 34 within various sections of the Contract Documents. 35 36 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 37 38 4.1. Before submitting a Bid, each Bidder shall: 39 40 4.1.1. Examine and carefully study the Contract Documents and other related data 41 identified in the Bidding Documents (including "technical data" referred to in 42 Paragraph 4.2. below). No information given by City or any representative of the 43 City other than that contained in the Contract Documents and officially 44 promulgated addenda thereto, shall be binding upon the City. 45 46 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 47 site conditions that may affect cost, progress, performance or furnishing of the 48 Work. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised August 21, 2015 Project No. 101119 0021 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 10 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4 4.1.4.Omitted 5 6 4.1.5.Study all: (i) reports of explorations and tests of subsurface conditions at or 7 contiguous to the Site and all drawings of physical conditions relating to existing 8 surface or subsurface structures at the Site (except Underground Facilities) that 9 have been identified in the Contract Documents as containing reliable "technical 10 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 11 at the Site that have been identified in the Contract Documents as containing 12 reliable "technical data." 13 14 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 15 the information which the City will furnish. All additional information and data 16 which the City will supply after promulgation of the formal Contract Documents 17 shall be issued in the form of written addenda and shall become part of the Contract 18 Documents just as though such addenda were actually written into the original 19 Contract Documents. No information given by the City other than that contained in 20 the Contract Documents and officially promulgated addenda thereto, shall be 21 binding upon the City. 22 23 4.1.7. Perform independent research, investigations, tests, borings, and such other means 24 as may be necessary to gain a complete knowledge of the conditions which will be 25 encountered during the construction of the project. On request, City may provide 26 each Bidder access to the site to conduct such examinations, investigations, 27 explorations, tests and studies as each Bidder deems necessary for submission of a 28 Bid. Bidder must fill all holes and clean up and restore the site to its former 29 conditions upon completion of such explorations, investigations, tests and studies. 30 31 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 32 cost of doing the Work, time required for its completion, and obtain all information 33 required to make a proposal. Bidders shall rely exclusively and solely upon their 34 own estimates, investigation, research, tests, explorations, and other data which are 35 necessary for full and complete information upon which the proposal is to be based. 36 It is understood that the submission of a proposal is prima -facie evidence that the 37 Bidder has made the investigation, examinations and tests herein required. Claims 38 for additional compensation due to variations between conditions actually 39 encountered in construction and as indicated in the Contract Documents will not be 40 allowed. 41 42 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 43 between the Contract Documents and such other related documents. The Contractor 44 shall not take advantage of any gross error or omission in the Contract Documents, 45 and the City shall be permitted to make such corrections or interpretations as may 46 be deemed necessary for fulfillment of the intent of the Contract Documents. 47 48 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised August 21, 2015 Project No. 101119 0021 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 2 the site which have been utilized by City in preparation of the Contract Documents. 3 The logs of Soil Borings, if any, on the plans are for general information only. 4 Neither the City nor the Engineer guarantee that the data shown is representative of 5 conditions which actually exist. 6 7 4.2.2, those drawings of physical conditions in or relating to existing surface and 8 subsurface structures (except Underground Facilities) which are at or contiguous to 9 the site that have been utilized by City in preparation of the Contract Documents. 10 11 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 12 on request. Those reports and drawings may not be part of the Contract 13 Documents, but the "technical data" contained therein upon which Bidder is entitled 14 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 15 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 16 responsible for any interpretation or conclusion drawn from any "technical data" or 17 any other data, interpretations, opinions or information. 18 19 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 20 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 21 exception the Bid is premised upon performing and furnishing the Work required by the 22 Contract Documents and applying the specific means, methods, techniques, sequences or 23 procedures of construction (if any) that may be shown or indicated or expressly required 24 by the Contract Documents, (iii) that Bidder has given City written notice of all 25 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 26 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 27 etc., have not been resolved through the interpretations by City as described in 28 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 29 and convey understanding of all terms and conditions for performing and furnishing the 30 Work. 31 32 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 33 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 34 Paragraph 4.06, of the General Conditions, unless specifically identified in the Contract 35 Documents. 36 37 5. Availability of Lands for Work, Etc. 38 39 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 40 access thereto and other lands designated for use by Contractor in performing the Work 41 are identified in the Contract Documents. All additional lands and access thereto 42 required for temporary construction facilities, construction equipment or storage of 43 materials and equipment to be incorporated in the Work are to be obtained and paid for 44 by Contractor. Easements for permanent structures or permanent changes in existing 45 facilities are to be obtained and paid for by City unless otherwise provided in the 46 Contract Documents. 47 CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised August 21, 2015 Project No. 101119 0021 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 3 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 4 the award of contract at any time before the Bidder begins any construction work on the 5 project. 6 7 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 8 way, easements, and/or permits, and shall submit a schedule to the City of how 9 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 12 6. Interpretations and Addenda 13 14 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 15 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 16 received after this day may not be responded to. Interpretations or clarifications 17 considered necessary by City in response to such questions will be issued by Addenda 18 delivered to all parties recorded by City as having received the Bidding Documents. 19 Only questions answered by formal written Addenda will be binding. Oral and other 20 interpretations or clarifications will be without legal effect. 21 22 Address questions to: 23 24 City of Fort Worth 25 200 Texas Street 26 Fort Worth, TX 76102 27 Attn: Greg Robbins, P.E.. Sr Project Manager, City of Fort Worth 28 Fax: 817-392-8092 29 Email: Gregory.Robbins@fortworthtexas.gov 30 Phone:917-392-2333 31 32 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 33 City. 34 35 6.3. Addenda or clarifications may be posted via Buzzsaw at 36 hrtt}s:14peoicctpoint.buzzsaw.com/ bz rest/WeblHome/lndex?foldet=37331#/ bz rest/Web/1tc. 37 1tems?fo1der=2368117 38 39 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 40 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 41 Project. Bidders are encouraged to attend and participate in the conference. City will 42 transmit to all prospective Bidders of record such Addenda as City considers necessary 43 in response to questions arising at the conference. Oral statements may not be relied 44 upon and will not be binding or Iegally effective. 45 46 7. Bid Security 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised August 21, 2015 Project No. 101119 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 2 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 3 the requirements of Paragraphs 5.01 of the General Conditions. 4 5 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 6 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 7 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 8 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 9 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 10 other Bidders whom City believes to have a reasonable chance of receiving the award 11 will be retained by City until final contract execution. 12 13 8. Contract Times 14 The number of days within which, or the dates by which, Milestones are to be achieved in 15 accordance with the General Requirements and the Work is to be completed and ready for 16 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 17 attached Bid Form. 18 19 9. Liquidated Damages 20 Provisions for liquidated damages are set forth in the Agreement. 21 22 10. Substitute and "Or -Equal" Items 23 The Contract, if awarded, will be on the basis of materials and equipment described in the 24 Bidding Documents without consideration of possible substitute or "or -equal" items. 25 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 26 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 27 City, application for such acceptance will not be considered by City until after the Effective 28 Date of the Agreement. The procedure for submission of any such application by Contractor 29 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 30 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 31 32 11. Subcontractors, Suppliers and Others 33 34 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 35 12-2011 (as amended), the City has goals for the participation of minority business 36 and/or small business enterprises in City contracts. A copy of the Ordinance can be 37 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 38 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 39 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 40 Venture Form as appropriate. The Forms including documentation must be received 41 by the City no later than 2:00 P.M. CST, on the second business days after the bid 42 opening date. The Bidder shall obtain a receipt from the City as evidence the 43 documentation was received. Failure to comply shall render the bid as non- 44 responsive. 45 46 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 47 or organization against whom Contractor has reasonable objection. 48 49 12. Bid Form 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised August 21, 2015 Project No. 101119 0021 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 2 obtained from the City. 3 4 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 5 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 6 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 7 price item listed therein. In the case of optional alternatives, the words "No Bid," 8 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 9 written in ink in both words and numerals, for which the Bidder proposes to do the 10 work contemplated or furnish materials required. All prices shall be written legibly. 11 In case of discrepancy between price in written words and the price in written 12 numerals, the price in written words shall govern. 13 14 12.3. Bids by corporations shall be executed in the corporate name by the president or a 15 vice-president or other corporate officer accompanied by evidence of authority to 16 sign. The corporate seal shall be affixed. The corporate address and state of 17 incorporation shall be shown below the signature. 18 19 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 20 partner, whose title must appear under the signature accompanied by evidence of 21 authority to sign. The official address of the partnership shall be shown below the 22 signature. 23 24 12.5, Bids by limited liability companies shall be executed in the name of the firm by a 25 member and accompanied by evidence of authority to sign. The state of formation of 26 the firm and the official address of the firm shall be shown. 27 28 12.6. Bids by individuals shall show the Bidder's name and official address. 29 30 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 31 indicated on the Bid Form. The official address of the joint venture shall be shown. 32 33 12.8. All names shall be typed or printed in ink below the signature. 34 35 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 36 which shall be filled in on the Bid Form. 37 38 12.10. Postal and e-mail addresses and telephone number for communications regarding the 39 Bid shall be shown. 40 41 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 42 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 43 to State Law Non Resident Bidder. 44 CITY OF FORT' WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised August 21, 2015 Project No. 101119 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 13. Submission of Bids 2 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 3 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 4 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque scaled 5 envelope, marked with the City Project Number, Project title, the name and address of 6 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 7 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 8 envelope with the notation "BID ENCLOSED" on the face of it. 9 10 14. Modification and Withdrawal of Bids 11 12 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 13 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 14 must be made in writing by an appropriate document duly executed in the manner 15 that a Bid must be executed and delivered to the place where Bids are to be submitted 16 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 17 are opened and publicly read aloud, the Bids for which a withdrawal request has been 18 properly filed may, at the option of the City, be returned unopened. 19 20 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 21 time set for the closing of Bid receipt. 22 23 15. Opening of Bids 24 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 25 abstract of the amounts of the base Bids and major alternates (if any) will be made available 26 to Bidders after the opening of Bids. 27 28 16. Bids to Remain Subject to Acceptance 29 All Bids will remain subject to acceptance for the time period specified for Notice of Award 30 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 31 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 32 33 17. Evaluation of Bids and Award of Contract 34 35 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 36 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 37 and to reject the Bid of any Bidder if City believes that it would not be in the best 38 interest of the Project to make an award to that Bidder, whether because the Bid is 39 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 40 meet any other pertinent standard or criteria established by City. City also reserves 41 the right to waive informalities not involving price, contract time or changes in the 42 Work with the Successful Bidder. Discrepancies between the multiplication of units 43 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 44 between the indicated sum of any column of figures and the correct sum thereof will 45 be resolved in favor of the correct sum. Discrepancies between words and figures 46 will be resolved in favor of the words. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised August 21, 2015 Project No. 101119 0021 13 - 9 INSTRUCTIONS TO BIDDERS Page 9of10 1 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 2 among the Bidders, Bidder is an interested party to any litigation against City, 3 City or Bidder may have a claim against the other or be engaged in litigation, 4 Bidder is in arrears on any existing contract or has defaulted on a previous 5 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 6 Bidder has uncompleted work which in the judgment of the City will prevent or 7 hinder the prompt completion of additional work if awarded. 8 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 10 other persons and organizations proposed for those portions of the Work as to which i 1 the identity of Subcontractors, Suppliers, and other persons and organizations must 12 be submitted as provided in the Contract Documents or upon the request of the City. 13 City also may consider the operating costs, maintenance requirements, performance 14 data and guarantees of major items of materials and equipment proposed for 15 incorporation in the Work when such data is required to be submitted prior to the 16 Notice of Award. 17 18 17.3. City may conduct such investigations as City deems necessary to assist in the 19 evaluation of any Bid and to establish the responsibility, qualifications, and financial 20 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 21 organizations to perform and furnish the Work in accordance with the Contract 22 Documents to City's satisfaction within the prescribed time. 23 24 17.4. Contractor shall perform with his own organization, work of a value not less than 25 35% of the value embraced on the Contract, unless otherwise approved by the City. 26 27 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 28 responsive Bidder whose evaluation by City indicates that the award will be in the 29 best interests of the City. 30 31 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 32 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 33 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 34 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 35 comparable contract in the state in which the nonresident's principal place of 36 business is located. 37 38 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 39 to be awarded, City will award the Contract within 90 days after the day of the Bid 40 opening unless extended in writing. No other act of City or others will constitute 41 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 42 the City. 43 44 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cheat Southwest Parkway Improvements Revised August 21, 2015 Project No. 101119 0021 13 - 10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 18. Signing of Agreement 2 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 3 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 4 Contractor shall sign and deliver the required number of counterparts of the Agreement to 5 City with the required Bonds, Certificates of Insurance, and all other required documentation. 6 City shall thereafter deliver one fully signed counterpart to Contractor. 10 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised August 21, 2015 Project No. 101119 00 35 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIQ Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. https://www.ethics.state.tx.us/forms/conflict/ CIQ Form does not apply CIQ Form is on file with City Secretary Ll CIQ Form is being provided to the City Secretary CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: The Fain Group, Inc. By: Larryfrazier 2500 Great Southwest Pkwy Signature: Fort Worth, TX 76106 Tifili/ /�') President END OF SECTION CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Form Revised 20171109 Contract 1A-Great Southwest Parkway —City Project No 101119.xis 00 41 00 BID FORM Page 1 of 3 TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: City Project No.: 101119 SECTION 00 4100 BID FORM 2018 BOND, STREET RECONSTRUCTION Contract IA — Great Southwest Parkway Units/Sections: UNIT 1: Water Improvements UNIT 2. Sanitary Sewer Improvements UNIT 3a. Drainage Improvements & UNIT 3b, Paving Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Addendum 1—Contract 1A-Great Southwest Parkway_City Project No 101119 Contract. 3. Prequalification 0041 00 BID FORM Page 2 of 3 The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Wtr Distr., Urban & Renewal (12" and under) b. Sewer Bypass Pumping (18"-36") c. Sewer Interceptors, Urban & Renewal (24" and under) Sanitary Sewer Manhole and Structure Interior Lining (Warren Environmental Epoxy or Chesterton Epoxy d. applied by an Installer who is prequalified by the Water Department. e. Concrete Paving (Less than 15,000 SY) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 450 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Addendum i_Contract 1A-Great Southwest Parkway_City Project No 101119 0041 00 BID FORM Page 3 of 3 subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Base Bid Total Bid 7. Bid Submittal This Bid is submitted on October 24, 2019 Respectful su fitted, By: , J(Signature) Lary Frazier (Printed Name) Title: President Company: The Fain Group, Inc. Address: 2500 Great Southwest Pkwy Fort Worth, TX, 76106 State of Incorporation: Texas Email: Ifrazier@faingp.com Phone: 817-927-4388 END OF SECTION $4,199, 931.53 $4,199,931.53 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: 10/17/19 Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Addendum 1—Contract IA -Great Southwest Parkway_City Project No 101119 SECTION 00 42 43 ADDENDUM NO. 1 - PROPOSAL FORM UNIT PRICE BID 00 42 43 Rm PROPOSAL P.B. 1 ar4 Bidder's Application m4inonskhluun 3M dadxd Project Item Information Bidder's Proposal Btdrist Item No. Description Specification Section No. Unit of Bid Measure Quantity Unit Price Bid Value UNIT 1:Water Improvements 1 3311b,141 12" Water Pipe C900) 3311 10, 33 11 12 LF 2060 $92.83 $191,229.80 2 3311.0441 12" Water Pipe (C900) with Restrained Joints 33 19 10, 33 11 12 LF 120 $194.44 $23,332.80 3 3311,0451 12" DIP Water 3311 10 LF 32 $137.99 $4.415.68 4 9999.0000 12" Welded Steel Pip- (from Station 3+05 to 4+23) 33 1114 Modified LF 150 $564.52 $84,678.00 5 3311.0241 8" Water Pie DR 14) 3311 10, 33 11 12 LF 99 $69.00 $6,831.00 6 3311,0251 8" DIP Water 3311 10 LF 100 3100.36 $10,I)X00 7 3331A119 Conditional 8" DIP Sewer Pipe at Sta. 16+41 Water Line A 3311 10 LF 18 $188A7 $3.387.06 8 3311.0141 6" Water Pipe 3311 10, 33 11 12 LF 135 $5645 $7,620.75 9 3305.0109 Trench Safety 330510 LF 2556 $6.27 $16,026.12 10 3311.0001 Ductile Iron Water Fittings Wl Restraint 33 11 11 TON 1A %19,042.99 $26,660.19 11 3312.0001 Fire H dranl 33 12 40 FA 2 $5.268.81 $10,537.62 12 3312,0117 Connection to Existin 4"-12" Water Main 33 12 25 EA 5 $6.899.63 $34,498.15 13 3312.2001 1" WaterService, Meter Reconnection 331210 EA 1 $2,759.86 $2.769.86 14 3312.2003 1" Water Service 33 12 10 EA 3 $2.25&06 $6,774A8 15 3312.2201 2" Meter Reconnection 33 12 10 EA 10 $762.69 $7,526.90 16 3312.2203 2" Water Service 33 12 10 EA 9 $4,014.33 $36,126.97 17 3312.2204 2" Private Water Service 331210 LF 60 $25.09 $1,506.40 18 3312,3002 6" Gale Valve 33 12 20 EA 5 $1.442.65 $7,213.25 19 3312.3003 8" Gate Valve 33 12 20 FA 2 $2,320.79 $4,641.58 20 3312.3005 12" Gate Valve 334220 EA 8 $4,390.68 $35,125A4 21 3471.0001 Traffic Control Measures 347113 MO 3 $6,146.95 $18,440.85 22 3125.0101 SWPPP y 1 acre 312600 LS 1 $9,050.97 $9,050,97 23 3304,0101 Temporary Water Services 330430 LS 1 $8.530.46 $8,530.46 24 9999A000 Support storm drain across water pipeline trench at Sta. 22+97 99 99 99 LS 1 $1.881.71 $1,881.71 25 0171.0101 Construction Staking 01 71 23 LS 1 $9,032.25 $9,032.25 26 0171.0102 Construction Surveying(Post-ConslructionlAs-Buill) 017123 LS 1 $2,258.06 $2,258.06 27 3306.0103 Exptpratp Excavation of Existing Utilities 33 05 30 EA 4 $2.195.34 $8.781.36 28 0241.1001 Water Line Grouting 024114 CY 56 $225.81 $12,645.36 29 0241A013 Remove 8" Water Line 0241 14 LF 213 $31.36 $6,679.68 30 0241.1015 Remove 12" Water Line 0241 14 LF 80 $37.63 $3.010.40 31 0241.1218 4"-12" Water Abandonment Plug 0241 14 EA 12 $1.129.03 $13.548.36 32 0241.1300 Remove Cone Curb&Gutter 024115 LF 16 $9.66 $154.56 33 0241.1302 Remove 6" Water Valve 0241 14 EA 3 $815.41 $2,446.23 34 0241.1303 Remove 8" Water Valve 0241 14 EA 4 $878A4 $3,512-56 35 0241A305 Remove 12" Water Valve 024114 EA 1 $1,003.59 $1.003.59 36 0241.1510 Salvage Fire H dran( 0241 14 EA 2 $1,003.59 $2,007.18 37 3110.0103 12"-18" Tree Removal 31 10 00 EA 1 $313.62 $313.62 38 3110.0104 18"-24" Tree Removal 31 10 00 £A 1 $627.24 $627.24 31) 3201.0137 10'WideAs haltPvmtRepair. Industrial 40 320117 LF i6 $22.89 $366.24 41 y 32 12 16 TN 5.2 42 43 3212.0401 HMAC Transition at Private Parking Near Bridge $74.02 $384.90 44 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 16 $17.13 $274.08 45 3137.0101 Concrete Riprap Repair at Bridge 31 3700 SY 8 $53.96 $431.68 46 9999.0000 Manual Air Release Valve as a Corporation Slop on Bridge 99 99 99 EA 1 $3,136.20 $3,136.20 47 9999.0000 Water Pipe Support Brarkels 999999 EA 8 $1,944.44 $15,555.52 48 9999.0000 Water Lino Mechanical Expansion Joint 99 99 99 EA 1 $8.906.80 $8,906.80 49 9999.0000 Water Improvements Construction Allowance 99 99 99 LS 1 $50,000A0 $50.000.00 50 3905-GM IMpdneJ FnweL TMarrYacnl.Il 3:105 i n Cy 30p $31.36 $6.272.00 51 U01d0140 T9rn a A4 nett Pa91n ar '6` FIMAC an e' Fl7nlpfe Beg 3e O1 10 LF 2290 $19.00 $43,320.00 Sub -Total I UNIT 1: Water Improvements $753,500.61 UNIT 2. Sanitary Sewer Improvements 1 3331.4317 24" Sewer Pipe 33 11 10, 33 31 13. 33 3120. 33 3121 LF 1354 $200.72 $271,774.88 2 3331.0111 24" Sewer Pipe, Point Repair 33 31 22, 33 31 23 LF 8 $248.39 $1,987A2 3 3331.2f10 24"CIPP 333112 LF 416 $275.99 $114.811.84 4 13331.4115 8" Sewer Pipe, SDR-26 33 11 10.33 31 12,33 3120 LF 1210 $75.27 $91,076.70 (mY OF 1'IPRT WORTH anal S-",x t Park .y r.Praaenunls STANDARD CONSIRucnoN SPEewicATTON nocuMENTS P.)c [No_ 101119 Porrn Revi.d20120r20 Add,-A1 r_Cantract IA -Great SoWItx ParkinL'ity Pmjm No 101119 SECTION 00 42 43 ADDENDUM NO. 1 - PROPOSAL FORM UNIT PRICE ©I® On 42 43 BID FROPOSAL Paget of4 Bidder's Application m1' • 1.I•,r :•-31--"1.1:6 Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quanfity Unit Price Bid Value 5 3331A119 8'D1PSewerp1 a 331110 LF 126 $169.35 $21,338.f0 6 3339.1001 4'Manhole 33 39 10.33 3920 FA 6 $5.268.81 $31.612.86 7 3339.1002 4' Drop Manhole 33 39 10, 33 39 20 EA 1 $8.154.11 $8,154.11 8 3339.1003 4' Extra Depth Manhole 33 39 10. 33 39 20 VF 25.7 $501.79 $12,896.00 9 3330.1004 4' Shallow Manhole 33 39 10. 33 39 20 EA 1 $4,265.231 $4.265.23 10 3339.1101 5' Manhole 33 39 10, 33 39 20 FA 10 $9.784.94 $97.849.40 11 3339.1102 5' Drop Manhole 33 39 10, 33 39 20 EA 1 $10.663.06 $10,663.06 12 3339A 103 5' Fx1ra Depth Manhole 33 39 10,33 39 20 VF 130 $815.41 $106,003.30 13 3339.0001 Epoxy Manhole Liner 33 39 60 VF 230 $376.34 $86,55820 14 3331.3201 6" Sewer Service 333150 EA 7 $1.881.72 $13.172.04 15 3331.3312 6" Sewer Service, Reconnection 3331 50 EA 5 $501.79 $2,508.95 16 0241.2001 Sanitary Line Grouting 024114 CY 15 $564.52 $8.467.80 17 3305.0113 Trench Water Stop 330515 EA 3 $1.003.58 $3.010.74 18 3305.0110 Utility Markers 330526 LS 1 $2,335.53 $2,335.53 19 0171.0101 Construction Staking 01 71 23 LS 1 $9,032.25 $9,032.26 20 0171.0102 Construction Surveying Post-ConstructionlAs-Buill) 01 71 23 LS 1 $2.258.06 $2.258.06 21 3471.0001 Traffic Control Measures 3471 13 MO 8 $2.305.11 $18,440AS 22 3126.0101 SWPPPa1acre 312500 LS 1 $1.975.71 $1,975.71 23 3110.0101 Site Clearing 311000 LS 1 $3,76343 $3.763.43 24 3110.0102 642" Tree Removal 31 1000 FA 19 $313.62 $5.958.78 25 3110.0103 12"48" Tree Removal 31 1000 EA 4 $376.34 $1,505.36 26 3110.0104 1W-24" Tree Removal 31 10 00 EA 2 $627.24 $1,254.48 27 241.0500 Remove Fence 8 Replace LF 10 $31.36 $313.60 28 0241.2201 Remove 4' Sewer Manhole 0241 14 FA 1 $1.505.37 $1.505.37 29 0241.5001 Abandon Manhole 0241 14 EA 5 $1.505.38 $7,526.90 30 3305.0103 Exploratory Fxcavafion of Existing Utilities (ABC) 33 05 30 EA 6 $2,195.34 $13,172.04 31 3303.0001 Bypass Pumping 330310 LS 1 $15.680.98 $15.680.98 32 3305.0109 Trench Safety 330510 LF 2690 $6.27 $16.866.30 33 3301.0001 Pre -CCTV Inspection 3301 31 LF 1582 $5.02 $7,941.64 34 3301.0002 Post CCTV Inspection 330131 LF 3136 $5.02 $15,737.70 35 3301.0101 Manhole Vacuum Testing 3301 30 EA 18 $376.34 $6.774.12 36 3137.0103 Large Stone Riprap, grouted 31 37 00 SY 253 $106.63 $26.977.39 37 38 39 40 3291.0100 Top Soil 3291 19 CY 100 $29.32 $2.932.00 41 3292.0101 Utility Service Surface Restoration Sodding 32 92 13 SY 840 $14.09 $11,836.60 42 imwawi) iccTv i'Iapea and cnmurn ndw S5 per Mora IV com0crtror 4,wk pinn4 Ism OQ0 cpnifill4-T baMrp armt arw nonmucll9n Mkt lhe+:aaB,Iht: rit5yr iatdlrry taY+;r lekaelrtQ t4 lh rd■phnNhb ld repair "di or rvpinco iffMOrticlam Id Ihr sallgraMlQn 49 114E Oly df FatL Ylurll% el no Doer 1u iM City 999999 LS 1 $313.62 $313.62 43 9999.0000 Sanitary Sewer Improvements Construction Allowance 1999999 1 LS J 1 1 $76,o66.661 $75.000.00 44 1420T.G.100 Temporary AlpMh N.1 Ra di .' TVpm -B' I IrMI; c 6- NNihIR N,aj M at 10 J LF 3070 1 $19.001 $58.330.00 Sub -Total I UNIT 2: Sanitary Sewer Improvements $1,193,582.07 UNIT 3a. Drainage Improvements 1 0171.0101 Construction Staking 01 71 23 LS 1 $9.032.25 $9,03225 2 0241.3014 Remove 21" Storm Line 0241 14 LF 15 $37.63 $564.45 3 0241.4001 Remove 10' Curb Inlet 0241 14 EA 2 $3,136.20 $6.272.40 4 3126.0101 SWPPP?lacres 312500 LS 1 1,975.71 $1.975.71 5 3211.0122 6" Flexible Base, Type A. GR-2 (Temporary Paving, typ 8It wide Trench Repair) 32 11 23 SY 30 52.63 $1.678.90 6 1330&0109 Trench Safety 1330610 LF 1 25 1 6.27 $156.75 7 3341.0201 21" RCP, Class III 13341 10 LF 1 25 f 122.941 $3,073.50 8 3349.6001 10' Recessed rnlet 1334920 EA 1 1 1 5.331.541 $5.331.54 9 3471.0001 Traffic Control Measures 13471 13 MO 1 1 6.146.941 $6,146.94 10 9999.0000 10'Type 2 Recessed Inlet 1999999 EA 1 6.698.661 $6.598.56 CmY OF FORT WORTH C t Souttmxst Farb ay I.P'. U STANDARD CONSTRUCTION SPECIFICAITON i)acumGNTs Pr j«t No_ 101119 Form R.A.d2oiwi O Addmdu r_Contwt M-Umt Soud-t F kway_City kYojat No 101119 SECTION 00 42 43 ADDENDUM NO. 1-PROPOSAL FORM UNIT PRICE BID 00 42 43 nI0 PROPOSAL Fag. 1or4 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Doscription Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 1179S1DWO klpe€i erld EBnnn now tr4 kw ow Llwk f,1 i;Wmere4 Park plum& In )n good f1nn41wnpndnr&aflaanduwLvrwLkiik If InYII:r]efe,hobn"Itirr+ndim Ilmslrxtwlgle 11 elaryprldchirwlPsnnalrwllonolr.MBL9ulvx4eekewkyFeyfrnprPusrllerrtxlhoCprmaolarabM 999999 LS 1 313,62 rmppt hq to repair dgWm v replace Wri mEtudwe in the saL.Erru ah of the Cog of Fall Waal at nh eml to f11e fitly $313.62 12 9999.0000 Drainage Improvements Construction Allowance 999999 1 LS 1 1 1 $20.000.001 $20,000.00 Sub -Total UNIT 3a: Drainage Improvements $61,044.62 UNIT 3b. Paving Improvements 1 0171.0101 Construction Staking 01 71 23 LS 1 27,096.74 $27,096.74 2 0241.1300 Remove Cane Curb & Gutter 02 41 15 LF 7400 5.70 $42,180.00 3 0241.1100 Remove Asphalt Pvmt 0241 15 SY 610 10.04 $6.124.40 4 0241.0401 Remove Cone Drive 0241 13 SF 10100 2.34 $23,634.00 5 2605,3127 FumishRnstall Conduit -Schedule 80 PVC 3 inch Open Cut 26 05 33 LF 1450 22.58 $32.741.00 6 12605.3128 FumisMnstall Conduit -Schedule 80 PVC 3 Inch Bore 26 05 33 LF 1 400 1 27.60 $11.040.00 7 3110.0101 Site Clearing 31 10 00 SY 45 9.13 $410.85 8 3110.0102 6" - 12" Tree Removal Includes MulO Trunk Trees 31 1000 EA 24 313.62 $7,526.88 9 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 5000 25.52 $127.600.00 10 3124.0101 Embankment by Plan 31 24 00 CY 650 20.32 $11.176.00 11 312&0101 SWPPP z 1 acres _ 31 25 00 LS 1 924.83 $924.83 12 32 11 29 TN 300 194.44 $75.831.60 13 3211,0400 Hydrated Lime (at 48 Lbs1SY) 14 3211,0502 8" Lime Treatment 321129 SY 15875 3.68 $58,420.00 15 3212.0401 HMAC Transition (at Street Intersections & Commercial Driveways) 32 12 16 TN 85 74.01 $6,290.85 16 3213,0301 4" Cone Sidewalk 32 13 20 SF 7275 5.52 $40.158.00 17 3213.0311 4"Cone Sidewalk, Adjacent toCurb 321320 SF 1685 7.02 $11,82870 18 321 &0403 8" Concrete Driveway 32 13 20 SF 1 5290 1 8.90 $47,081.00 19 3213.0203 8" Conc Pvmt HES (Driveways) 32 13 13 SY 380 85.63 $32,639.40 20 3213.0504 Barrier Free Ram , Type M-2 32 13 20 EA 1 1,760.24 $1.760.24 21 3213.0505 Barrier Free Ramp, Type M-3 32 13 20 EA 1 1.820.33 $1,820.33 22 3217.0001 4" SLD Pvmt Markin HAS (W) 32 17 23 LF 3.146 1,32 $4,151.40 23 3217.0003 4" BRK Pvmt Markin HAS (W) 32 17 23 LF 1000 1.32 $1 390.00 24 3217.0601 24" SLID Pvmt Markin HAE (W) 321723 LF 300 10.04 $3,012.00 25 3217.1002 Lane Legend Arrow 321723 EA 8 156.81 $1,254.48 26 32179006 Lane Legend Bike 321723 EA 8 482.97 $3,863.76 27 3217.2104 REFL Raised Marker TY II-C-R 4" 32 17 23 EA 100 5.02 $502,00 28 3291.0100 Top Soil 3291 19 CY 675 29.32 $19,791.00 29 3292.0100 Black Sod Placement 32 92 13 SY 6070 6.45 $39,151,50 30 3305.0107 Manhole Adjustment, Minor 330514 EA 11 376.40 $4,140.40 31 3305.0111 Valve Box Adjustment 330514 EA 17 188A9 $3,199,23 32 330&0114 Manhole Adjustment, MpjorwlCover (Exisfin SDJB) 330514 EA 2 627,35 $1,254.70 33 3305.0203 Imported Embedment/Backfill, CLSM @ Bridge Approach 33 05 10 CY 8 16&59 $1,348 72 34 3441.1503 Ground Box Type D, w!A ron 34 41 10 EA 6 1,605.38 $9,032.28 35 3441.4003 Furnish & Install Alum Sign Ground Mount City Std, 34 41 30 EA 18 470.43 $8,467.74 36 3441.4007 Install Alum Sin Ex Pole Mount 3441 30 EA 4 276.99 $1,103.96 37 3441.4108 Remove Sign Panel & Post 34 41 30 EA 5 94.09 $470,45 38 3441.4110 Remove & Reinstall Sin Panel & Post 34 41 30 EA 9 31362 $2,822.58 39 3471.0001 Traffic Control Measures 347113 MO 10 $6,335,12 $63,351,20 40 3471A002 Portable Message Sign 347113 WK 40 $214,97 $8,598.80 41 9999.0000 Misc. Utility RelocationslAdjustments 999999 LS 1 $30,000.00 $30010.00 42 9999.0000 Flexible Base as Directed by City 99 99 99 CY 200 $77,72 $15.544,00 43 9999.0000 Tree Protection for Individual 1''-12" Tree Inludos Multi -trunk Cree Myrtle) 99 99 99 EA 19 $188.17 $3,575.23 44 9999.0000 Tree Protection for Individual 12"-24" Tree 99 99 99 EA 10 $250.W $2,509.00 45 9999.0000 Tree Protection for Individual Tree 24" & Larger 99 99 99 EA 4 $313.62 $1.254.48 46 9999.0000 Tree Protection for Cluster of Multi -Trunk Crepe Myrtles 99 W 99 EA 3 $501.79 $1.505.37 47 9999.0000 Tree Protecton for Cluster 1"A 8" Trees 99 99 99 EA 4 $313.62 $1,254.48 48 9990.0000 9.5" Concrete Pavement HES 99 99 99 SY 1135 $83.% $95,294.60 49 9999.0000 9.5"ConcretePavement 1990999 999999 SY 13690 $81.95 $1,121,895.50 50 9999.0000 Remove Existing Concrete (Approach Slab - TxDOT Item 104 SY 155 $17.84 12,765.20 CITY OP PORT WORTH YNA5J,A d F-Rnased 20120120 G-L Swth,, s Pa k-y rmp--.I Proje L No. 1011 L7 Add=d= I_Conhact ]A -Great Soulhw st Pork %ay_Cilyria! Nn 101119 SECTION 00 42 43 ADDENDUM NO. 1 - PROPOSAL FORM UNIT PRICE BID 004243 130 PROPOSAL Page 4 of 4 Bidder's Application ee.wauklWwes me Jladal Project Item Information Bidder's Proposal Bidlist Item No. Description Sp"cation Section No. Unit of Measure Bid Quantity Unit Price Bid Value 51 9999,0000 Approach Slab - TxDOT Item 422 99 99 99 CY 41 $507.95 $20,825.95 52 9990.0000 Clean and Seal Exist Joints - TxDOT Item 438 999990 LF 235 $10.04 $2.359.40 53 9999.0000 Paving Improvements Construction Allowance 99 99 99 LS 1 $150,000.00 $150,000,00 Sub•Total I UNIT 3b: Paving Improvements $2,191,804.23 Summary of Bids Sub -Total Unit 1 (Water Improvements( $763,500.61 Sub -Total Unit 2 (Sanitary Sewer Improvements) $1,193,582.07 Sub -Total Unit 3a (Drainage Improvements) $61,044.62 Project Totaf Bid 3b (Paving Improvements) $2,191,804.23 Grand Total (Unit 1 - Unit 31)j $4,199,931.63 END OF SECTION MY OF FORT WORTH Ghee Smi la,v Pmkesy ha 1s Pa STANDARD CONSTRGC77ON SPEClFICAT[ON DOr.U1w1r:N75 !} jai N.10, 101 ! 19 F—R-md 20120120 Addendnml Conlmcl [A-C-4 Swlhxesl Part y_Cily Pmjncl No 10llr9 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 004313 BID BOND Page 1 of 2 That we, The Faln Group, Inc. , known as "Bidder" herein and We5tridd Inaurance 0mitpany d corporate surety duly authorized to do business In the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, In the penal sum of five percent (5%) of Bidder's maximum bid price, In lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as 2018 BOND, STREET RECONSTRUCTION Contract IA — Great Southwest Parkway NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shalt enter into the Contract in writing with the City In accordance with the terms of such some, then this obligatlon shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or falls to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall Ile in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surely have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 24th day of October , 2019. PRINCIPAL: ATTES Witness as to Principal CITY OF FORTWORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Prolecl No. 101M Form Revised 20M 109 Conlrad 1A•Grest Southwest ParkwayjG ty Project No 101119,xis Wllness as to Surely Muni Rabah, Bond Account Manager Attach Power of Attorney (Surety) for Attorney -in -Fact 00 43 13 BID BOND Page 2 of 2 Address: 2500 Great Southwest Parkway rt Wo Ih, TX 76106 SURETY: We etd I surance/Apany )f3hnny Moss, Attorney -in -Fart Name and Title Address: 2255 Ridge Rd., Ste. 333 Rockwall, TX 75087 Telephone Number: 972-772-7220 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract Is awarded. END OF SECTION CITY OF FORT WORTH Greal Soulhwest Parkway Improvements STANDARD CONSTRUCTION SPECIFIGATION.DOCUMENT8 Project No. 101119 Form Revlsed 20171109 Contrad 1A.Grest Southwest Parkway_City Project No 101119.xis THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 04M3118, FOR ANY PERSON OR PERSONS NAMED BELOW, General POWER NO. 422001214 Power Westrield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio FavailleQrs Insurance Co. Westfield Center, Ohio Know All Aden by These Prosonts, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to Individually as a -Company" and collectively as 'Companies,' duly organized and existing under the laws of the State of Ohio, and having Its principal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint TONY FIERRO, JOHNNY MOSS, JAY JORDAN, MISTIE BECK, JEREMY BARNETT, JADE PORTER, ROBERT G. KANUTH, JARRETT WILLSON, JACK NOTTINGHAM, JOINTLY Oft SEVERALLY of ROCKWALL and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bands, recognizances, undertakings, air othar instruments or contracts of suretyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE UUMPANTM, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as If such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by Its Secretary, hereby ratifying and confirming all that the said Attorney(s).in-Fact may do in the premises. Said appointment Is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fldellty & Surety Operations Executive or other Executive shall be and Is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney -in -fact. may be gven full power and authority for and In the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of Indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's llablllty thereunder, and any such Instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as If signed by the President and sealed and attested by the Corporate secretary." `Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it Is attached." (Each adopted at a meeting hold on February 8, 200.0). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their Nallonal Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 03rd day of APRIL A.D., 2019 . Corporate ,r•"-... N,"q,.n,rr„4, ,,,r,Nrlrrl,•y� Sealz � ' tf�$f'�+ •,••'giyO AC /� • .M f w,, WESTFIELD INSURANCE COMPANY Seal '� e;.••' •.s•; 3 sjy WESTFIELD NATIONAL INSURANCE COMPANY Affixed OHIO FARMERS INSURANCE COMPANY O.• -p %A 1848 A fir State of Ohio„I,,,II..••" ••,r,,;,lrl,.,•••••`' Dennis P. Daus, National Surety Leader and County of Medina ss.: Senior Executive On this e3rd day of APRIL A.D., 2018 , before me personally came Dennis P. Bads to me known, who, being by me duly sworn, did depose and say, that he resides in Wooster, Ohio; that he Is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described In and which executed the above Instrument; that he knows the seals of said Companies; that the seals affixed to said Instrument are such corporate seals, that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order. Notarial •y µasluft", Seal AIA1'. s..-b Affixed ,�P: yy %+.may State of Ohio d►� W p County of Medina rl± of David A. Kotnik, Attorney at Law, Notary Public My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) I, Frank A. Carrino, secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing Is a true and correct copy of a Power of Attorney, executed by said Companies, which is still In full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are In full force and effect. In Witness Whereof, 1 have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this I day of •$EI���4g '•�iNONA jti,,•, T n�� Iru Ihb _ d, Cam. V � * � SUL :' s Ni SEAL -rn 11sii � Frank A. Carrino, Secretary - '111111111111114, ••IIIIIIII•II•„ i BPOAC2 (combined) (06-02) IMPORTANT NOTICE STATE OF TEXAS COMPLAINT PROCEDURES 1. IMPORTANT NOTICE To obtain information or make a complaint: 2. You may contact your agent. 3. You may call Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-243.0210 4. You may also write to Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company at: Attn: Bond Claims One bark Circle P 0 Box 5001 Westfield Center, ON 44251-5001 Fax #330.887-0840 5. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1.800-252.3439 6. You may write to the Texas Department of Insurance, Consumer Protection Section (MC 111-1A): P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-mail: ConsumerProtection tdi.texas. ov 7. PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the agent, Westfield Insurance Company, Westfield National Insurance Company, or Ohio Farmers Insurance Company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. 8. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. BD5430 (06-15) AVISO IMPORTANTE Para obtener informacion o para someter una queja: Puede comunicarse con su (title) al (telephone number). Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company's para information o para someter una queja al: 1-800-243.0210 Usted tambien puede escribir a Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company: Attn: Bond Claims One Fart; Circle P 0 Box 5001 Westfield Center, OH 44251.5001 Fax #330-887-0840 Puede comunicarse con el Departamento de Sequros de Texas para obtener information acerca de companies, coberturas, derechos o quejas al: 1.800-252-3439 Puede escribir al Departamento de Seguros de Texas, Consumer Protection Section (MC 111-1A): P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-mail: ConsumerProtectionOtdi.texas.aoy DI aPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reciamo, debe comunicarse con el agente, Westfield Insurance Company, Westfield National Insurance Company, o Ohio Farmers Insurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POL12_AA: Este aviso es solo para proposito de information y no se convierte en parte o condition del documento adjunto. 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for 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 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 to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of N(A , our principal place of business, are required to be NIA percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of NIA , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of ur company or our parent company or majority owner is in the State of Texas. BIDDER; The Fain Group, Inc. 2500 Great Southwest Pkwy Fort Worth, TX 76106 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 By: Larry Frazier (Signature) Ti e: President Date: 10/24/2019 Great Southwest Parkway Improvements Project No. 101119 Contract IA -Great Southwest Parkway_City Project No 101119.xis 0045 11 -1 BIDDERS PREQUALIFICATIONS Page I of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary, All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and I 1 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 2I (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taUcrmit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Great Southwest Parkway hnprovcmeiits Project No. 101119 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "NIA" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwesl Parkway Improvements Revised July 1, 2011 Project No. 101119 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 c. The City will issue a letter as to the status of the prequalification approval. 2 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 3 the prequalified work types until the expiration date stated in the letter. 4 9 END OF SECTION 10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised July 1, 2011 Project No. 101119 00 45 12 PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 46 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/ Subcontractor Company Name Prequalification Expiration Date Wtr Distr., Urban Renewal 02" and The Fain Group, Inc. 4/30/2020 under) Sewer Bypass Pumping (18"-36") The Fain Group, Inc 4/30/2020 Sewer Interceptors, Urban & Renewal The Fain Group, Inc. 4/30/2020 (24" and under) Sanitary Sewer Manhole and Structure Interior Lining (Warren Environmental Epoxy or Chesterton Epoxy applied by The Fain Group, Inc. 4/30/2020 an Installer who is prequalified by the Water Department) Concrete Paving (Less than 15,000 The Fain Group, Inc. 10/01/2021 SY) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: The Fain Group, Inc. 2500 Great Southwest Pkwy Fort Worth, TX, 76106 B Larry Frazier 1—d - � (Signature) Title: President END OF SECTION Date: 2 t CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Great Southwest Parkway improvements Project No. 101119 00 45 12 Prequalification Statement.)dsx FORT WORTF V� Date of Balance Sheet SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76 f 02-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 0045 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006,001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Wager Department Auger Boring - 24-inch diameter casing and less Auger Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling -- 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/RenewaI, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revised December 20, 2012 Project No. 101119 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urba1l/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Rcconstruction (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Circat Southwest Parkway hnprovements Revised December 20, 2012 Project No. 101119 0045 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5. Have you ever failed to complete any work awarded to you?_ If so, where and why? 6. Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Grcat Southwest Parkway Improvements Projcct No. 101119 0045 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of S In what other lines of business are you financially interested? Have you ever performed any work for the City?. If so, when and to whom do you 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY I DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised Dcccmber 20, 2012 Project No. 1011 19 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of S CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised December 20, 2012 Project No. 101119 14. Equipment 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCESHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revised December 20, 2012 Project No. 101119 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF adg*5 COUNTY OF JAAM!t1"; The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. _J � &.AdL , being duly sworn, deposes and says that he/she Is the .(pAn4: of f A 'rkk 6&UP , the entity described in and X&CIA executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: I� N in Signature: /"L— Sworn to before me this )a day of Notary Pu lie a�1PR c DONNA CHAPPELL Notary Public, State of Texas y Comm. Expires 07/12/2022 9'F00 Notary ID 253436-9 =�+'dsuaa�a�gasay� Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 1011 19 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. Project No. 101119. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: The Fain Group, Inc. Company 2500 Great Southwest Address By: Larry Frazier (PIease Print) Signature: Fort Worth/ TX / 76106 Title: City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § ra resident (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared l —o—rr vni F Na.Z 1 r , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of fCcg; for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ©C-.BV)P.r f 20__ �),, M"4 Q NAry Public in and for Mel State of Texas END OF SECTION �otagrv�s� DONNACHAPPELL *�* Notary Public, State of Texas y Comm. Expires 07/12/2022 9�oF��P Notary ID 253436-9 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. I01119 tlEI4541)- 1 Worlry13mjfirs$t-.rliupnmvRpm Ftcalimm F{Lv I ur'. i SECTION 00 45 40 2 Minor-hy Ous3zte�is Enterprise SPL6ftcutioiis A APPLICATION OF POLICY 5 Ifihe intaI dollorvaluc nI'llie row tact i4 grcaler Ihan $5 0,0110, 1 hen a NME subcontractinggoal isappticable. 6 7 POLICY STATEMENT 8 .11 is the pyalicy iif die City o ffort Worth to ensur'c the full- find equitable patlicipaian. by M.inorily BusiFWNs 9 Enkcrprises (M14F) in ilie procrtrement of all goods and serviecs. Al l requiremems and reguluiiuw stated in 10 the C.'itq`,s cumnl 1Fills e-s DiveNity Enterprise Ordinance apply to this bid- 11 12 €1'J(H E PROJECT COALS 13 The City's MBE goal tin this pn jccI I.%;.l7', ofIhr tolaI h k I vaitic ortltc contract Bass hide7pplies lu A:rr-A-,w 14 and C'umri taro• Seri-h•es). E5 115 17 ]S 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 #4 35 34 37 Note: If buth MIRE and 4813E subcourracti ig goals fire estfiblislied far this project, then an Offeror Fast .4UbmII both a M13L UrllixnfJoll Form an(I a SBE Ut11Izatlon Fortis to he deemed re-spansive. COMPLIANCE TO D[D SPEC"I F1CATI0NS Oil City contm:t;q $50,000 tsr more wl'i= a MBE subcontracting goal is applied, Off`arors are required to cowply with the irllent of ilit City'x 13i.0ves; Di�vi'iity f nterprise Ordinance by one of the following; 1. M M or exec ed the abnv'e stated MBE goal through M BE subcontracting PH re leIVidIon, or 2. Meal or exceed the 2h]DVf stated MB]E gem through M BE Joinf Venhirr partIOpal fon, Or 3. Good Fidtb Efiarl docurnentation. or; 4. Prime WoIver doe umeniation. SUB114t7'1 AL OF RE0U[RE D 1DOCUMENTATION The applicabie documenis ntiust be received by the Ptircliasing Division. within dir following times itIItN.lted, in artier IbF t1iG Vnlire hid I he coiiNidkkrcd respun,Jve to Ilse specifckit icsiis. The Offeror Am11 del ivef the NIB dvctimanIiiIiOn in per n to Ilie approprintc 9:Pnpl6y" 0111le pmchLtging divi%Liov and uhlain a dilte/tiMC rcccipl. S 11l!h rci:ulP1 NImII be evidence ih i the City rotaived the doeunicn1alion in Ilia~ lime tillocutod, A faxed outlJor egualled copy wilt nol be accepted. 1, Subcontractor Utilization Form, if' received nor latiar Man 2:00 Imil.. opthe sword City Nismess goal is inet or ex-ccedcd: day rifler the bid opcl ing date, exclusNrc� of Ilic-bid nlseiiiikg dLi tc- 2. Good faith Eftbrt -a11d received no Iator than 2:00 p.m., on the wcand City busineg8 SulmonIrat tip r t J I flizalion Farin, if day after [lie bid opening dale, exclusive ofthe bid opening urtiij sxtion is leis than mated goal, date. 3. Good Faith Effort rind required uo later ihiin 2:00 I,,m,, on the :second CIly bmiuess Subcontractor UtIINo I Ion Form, irlao day sftet• ft bid opening date, exclusive of the bid opening MBE arfici lion: dirc. 4, Prime Contractor Waiver Farm, received no later ihan 2 :00 p.ni.. uii Ilse second City basil���s if you will perfinrstr a]1 day lifter the Enid uptniing dulo, exclusive of tliv bid c+pening contractirl fsu iiii~r work: date. CITY 01; FORT WORTf 1 0mi(Soulllwrai Patkwny 1oipPa% a iej)tir pSTANDARD VUNSTM k.71ON SPH0FICATION IMi1 ;IMIiN419 "no Na. tot 119 PG4� 40 -? hiTrtnplly li�r�lnexx i?r1li�prl9r SileciTFxulis�l,a NgC 2 ur2 5- Joint Venture Form, if goat is met mocived no blur than 2.00 p.m.. Ian the second City business Or exceeciad. &y afler Ilse bid operdng dote, cizeusive or Ilse bid upctring date - FAILURE TO COMPLY it ITHTHE CITY'S BUSINESS DIVERSITY ENTERPRISF. (litDINANCF. WILL RESIfLT Its THE BID Bl INO CONSIDERED NOl-RFSONSIVE TO SPECIFIC;A'ITONS. FAILURE TO SUBMIT THE REQUIRED MBE DO>CiJWNTATION WILL RESULT I THE BID EETNG CONS] DI:RED NON-HF SIIONSIVF. A SECOND FAT LURig WrLL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAM THREE FAIL U RES IN A FIVE YKAIt PERIOD WILL RF UI.T IN A DISQUALITICAITON PERIOD OF THREE YEARS, 6 Any Qu4siiam, Please Contael The [4'I/WRE Offlei� M {817} 212-2674. 7 END OF SEC-TION :II t6 CFFY OF FORT WORM 1'iirid %Lkullm%!ml Parkway Itulrrovunicntz 5TANT)ARU CONS RUUMN SPECIFICATICIM 00C UME NTS NkOJ04 No. Iii I I Irk kniw d Iolw Q. 7.i115 1M143dt-I 5MAVJ. HtINTME.SS F'NTF.ItPIZME L1€uV. SI C" PION OD 45 41 2 SMALL 13USINESS ENTERPRISE GOAL. 3 4 S 6 7 R U 1 {} 11 12 13 14 1i 16 17 48 19 20 21 22 .2� 2+4 26 27 28 29 30 31 i2 33 34 35 36 APPIACWrION CIF POLICY If 111C total dollar vaiuic: of Ilse contract i$ $ 0,000 or more, then n SBE subeontracling goal is appIleable. POLICY STATEMENT It is Ilse policy of [lie City of Fort Wortll to anstue Ilie full arid equitab] e pRrlioipatiolt by SmA II l3uxirres Enierprises (SBE) in 1ha: procureanetil of all goods and sclviees. All mquirc:tnenfa and regulmioris skied in [lie C'ity's current Business -Divers ty Enterprise Ordinance apply to this bici. SBE PROJECT GOAL The City's SBE gwd on This pro1ecI is _ of the busc.bid (fluse hire applies to Purkv and C;olrrrfluaiq- scr*ws). Note: If Wth MBE Find SIZE subcontracting gook are established for thi9 project, then oil 0I'fernr oboist mtbmIt lbuth al MBE UIiIl{arion Vorm land a SBE U filizittion Form to he deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On CRY contracts $50.000 or morel whom a1 SBF. xubcontract irlg gull its applied 0If are recluired it) comply with She intent of tht) C'iiys Busincaa Divetsity Durprise Onlinanec; by one of 111e following: 1. 14ia:et or exceed door sahDvc rafnted SBE goal through SBE a ubcoW raacIIng participaIIon, or 2. Meet or exceed the above :ytmed SBE goal through SBE Joint Venture participation, or 3. Guod Faith Effort documents#ion, or; J. Prime W niver documentation. SUBMITTAL OF REQUIRE D DOCUMENTATION The applicable dtocutnem.9 inu51 be rceeived by the Purehpae Division, within the lollcswiaam lime-9 allocated, in order k- the entire bid xo be considered respowgive io the specifications. The Offeror. 5ha111 deliver Itre SBE docurnentutivn in person to Ilie -asppropriare-emplayee a Iire purcl)aisi t1� di�r4siola and obutin adEn eltime receipt, Stich receipt shall ice evidence Iha1 line City rcwe;vod Ilie dckeunientat itln irk IF a Iiane aI1WVled, A ra xed aandlor ell]idled vopy wffl nut be itceepted. 1. 5ubcomrnctor ilttlllation f aria, lfg(xil is received no toter than 2,M p.m , on the second City bu",inegs MCI ar cx{ciWied- idny cotter Ilse bid crpeaung date. exclusive of the b1'd upening dale, Good Faftll EfforI and Snbeunlral nor rccdved no later 1hatn 1,00 p.m,, an the sccand City bu%incFs Utilixucioo FOM, i rPJ311iciPat ron 3!a Iexs Than days aocr the bad opening date, exr�ttlsive or 111e bid oponing stF�ted earl: date. 3, Good Fnith Effort and Subcantrocter feceived no later ihan 2.00 p.1n., on lie second C'ily business U1Ilizadon Furni, ifil0 MBE F]amidpation: days 0itirr Ihr blid ope- ing date, rxdlj-divc of thr b[d apeaing dtlte- 4. Prime Contractor Wolver F'aran, iFtirm Tmeived nq later r411rn 2,00 lmn., PTI the second City buaine %viI I perform al suhconImulirlgrlsupplivr work: days niter floc bid caireriing dame, exelusivr of the bid ripening date. CITY (IF FORT WORTH 0iW SiwtlLWt* Peifkivilp Imjmweimulr ti7'AtVDAItt {"{]NS't'RtlL'7!{]N 51�1={`IT'1['ATI�1N Di1i'.L1MENIS Project Na, 101114' Rryiaal JUME'J. +1{115 004541 -2 SMALL HkVMNF8S 12NTFRHk191• COAL 1111ge 2 of2 5_ .10101 Ve19tUre Farm. if goal is m{I or mom ved no 1aier [limn 2,00 p-m_, un the second City bmincs% exceeded- dM, after' ibe bid upeAng dwe, exclusive or the bid opening datc. 1 2 F LLLTRC TO COMPLY WITH THE CITY*S BUSINESS DIYERS[TV ENTERPRISE 3 ORDINANCE V4']LL RESULT IN T111± BID BEING CONSIDERED NON -RESPONSIVE TO A SPECIFICATIONS. I FAILURE TO SUBMIT THE REQUIRED 14M13E DOCUMENTATION WILL RF.SUiC T IN 6 TIR E BID BEING CONS[ DER>E D N0N-RESPONSIVE. A SECOND VAILtIRE MILL 7 REStaff,3' IN THI.OFFEROR BEING DI QUALIFIN D FOR A PERIOD OF ONE YEAR. 8 THREE irAILURES lid A F1VIr YEAR PERI01) WILL RES1.JVJr IN A 9 01 So U-A LIFIC AT 10 N PERIOD OF "1 HREE YEARS. 10 A ny q uestions, please cani act Ilse M/Wi3L Ofiicc at (S 1-7) 212-2674 12 END OF SECTION CH Y OF F(A I WORT11 iirew Smohweem Parkvanp Improvom WI S1 AKDAkN ) CWHRU(ION SPECIF1CXCION bOVLIh4ENN Prniccl Nu_ 1011 J+J Rewmed lunc 9, 201 2 SECTION 00 62 43 AGREEMENT 00 52 43 - 1 Agreement Page t of 5 3 THIS AGREEMENT, authorized onFebrualy 4, 2020 is made by and between the City of Fort 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and The Fain Group, Inc. , 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORD I 1 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Great Southwest Parkway Improvements, 17 Project No. 101119 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, Of Four million, one hundred ninety-nine thousand, nine hundred thirty-one 21 ($ 4,199,931.53 dollars, and fifty-three cents 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 450 days after the date when the 25 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of the General 27 Conditions. 28 4.2 Liquidated Damages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 32 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 33 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for 35 delay (but not as a penalty), Contractor shall pay City Six Hundred Fifty Dollars 36 ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final 37 Acceptance until the City issues the Final Letter of Acceptance. CrI'Y OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101 119 Revised 11.15.17 38 Article a. CONTRACT DOCUMENTS 39 5.1 CONTENTS: 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 A. The Contract Documents which comprise the entire agreement Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalitication Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond £ Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. GeneraI Conditions. 4. Supplementary Conditions. 005243-2 Agreement Page 2 of 5 between City and 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. Documentation submitted by Contractor prior to Notice of Award. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 1.2 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 arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or, proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Projcct No. 101119 Revised 11.15.17 005243-3 Agreement Page 3 of 5 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 85 the city, its officers, servants and employees, from and against any and all loss, damage 86 or destruction of property of the city, arising out of, or alleged to arise out of, the work 87 and services to be performed by the contractor, its officers, agents, employees, 88 subcontractors, licensees or invitees under this contract. This indemnification 89 provision is specifically intended to operate and be effective even if it is alleged or 90 proven that all or some of the damages being sought were caused, in whole or in part, 91 by anv act, omission or negligence of the city. 92 93 Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 96 have the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the 99 Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and 108 CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of III Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas, Fort Worth Division. 113 7.6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 115 than the duly authorized signatory of the Contractor. 116 117 7.7 Prohibition On Contracts With Companies Boycotting Israel. 118 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 119 Code, the City is prohibited from entering into a contract with a company for goods or 120 services unless the contract contains a written verification from the company that it: (1) 121 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTI3 Great Southwest Parkway hnprovenients STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Projcct No. 101119 Roviscd 11,15.17 005243-4 Agreement Page 4 of 5 122 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 123 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 124 certifies that Contractor's signature provides written verification to the City that 125 Contractor. (I) does not boycott Israel; and (2) will not boycott Israel during the term of 126 the contract. 127 128 7.8 Immigration Nationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 130 perform work under this Agreement, including completing the Employment Eligibility 131 Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of 132 all 1-9 forms and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 134 establish appropriate procedures and controls so that no services will be performed by any 135 Contractor employee who is not legally eligible to perform such services. 136 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 137 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 139 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to immediately terminate this Agreement for violations of 141 this provision by Contractor. 142 143 7.9 No Third -Party Beneficiaries. 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 145 and there are no third -party beneficiaries. 146 147 7.10 No Cause of Action Against Engineer. 148 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 149 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 150 subcontractors, for any claim arising out of, in connection with, or resulting from the 151 engineering services performed. Only the City will be the beneficiary of any undertaking by 152 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 153 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 154 in any way responsible for those duties that belong to the City and/or the City's construction 155 contractors or other entities, and do not relieve the construction contractors or any other 156 entity of their obligations, duties, and responsibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 158 coordinating and completing all portions of the construction work in accordance with the 159 Contract Documents and any health or safety precautions required by such construction 160 work. The Engineer and its personnel have no authority to exercise any control over any 161 construction contractor or other entity or their employees in connection with their work or 162 any health or safety precautions. 163 164 SIGNATURE PAGE TO FOLLOW 165 CITY OF PORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised 11.15.17 166 167 168 169 170 171 172 173 174 175 176 177 178 005243-5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: il* 'FA t a 6mupj :in By: _ /,Q( Signature) r z VAL (Printed Name) Title: MS w-1 Address: 2s` Cat i 5W PAW&M City/State/Zip: Dat City of Fort Wgrth By: a Bur ff Assistant City anager Date Attest: City SAretaiyy�4',X (Seal) M&C 20-0064 Date: 02/04/2020 Form 1295 No. 2019-553468 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. 1K Gre&ory�bins, P.E. Senior rofessional Engineer Approved as to Form and Legality: Douglas W. Black Assistant City Attorney APPROVAL RECO ENDED: William Johnson DIRECTOR, Transportation and Public Works CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 OFFS AL RECORD cow SECRETARY 10 166 167 168 169 170 171 172 173 174 175 176 177 178 005243-5 Agreement Page 5 of 5 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date). Contractor: By: 'A Signature) (Printed Name) Title: Pslqw1 Address: cI '�'t E l �svq Pf City/StatelZip: Dat City of Fort Worth By: Date Dana Burghdoff Assistant City Manager Attest: City Secretary (Seal) M&C 20-0064 Date: 02/04/2020 Form 1295 No. 2019-553468 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. 4L—� — Grefiory R bins, P.E. Senior Wofessional Engineer Approved as to Form and Legality: Isl Douglas W Black Douglas W. Black Assistant City Attorney APPROVAL RECO ENDED: William Johnson DIRECTOR, Transportation and Public Works CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11,15.17 Great Southwest Parkway Improvements Projocl No, 101119 0061 13 - 1 PERFORMANCE BOND Page I of 2 SECTION 00 61 13 2 PERFORMANCE BOND #064818X 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, The Fain Group, Inc. known as 8 "Principal" herein and Westfield Insurance Company ,, a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or snore), are held and firmly bound unto the City of Fort Worth, a I 1 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 12 sum of, Four snillion, one hundred ninety-nine thousand, nine hundred thirty-one dollars, and fifty-three cents 13 ($ 4,199,93I.53 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 4th day of February , 2020 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Great Southwest Parkway fm rovements, 22 City Project No. 101119. 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division, CITY OF FORT WOWTI-I Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised hdy 1, 2011 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 I This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duty authorized agents and officers on this the 6th day of G March , 2020 7 8 9 10 11 12 13 14 15 1G 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 ATT T- rinci nl) cretary Witness as to Principal Witness ftao Surety Muni Rabah, Bond Account Manager PRINCIPAL: The Fain Groun. h BY: S' nat e LWv PA1.1aI Nark And Title Address 2500 Great Southwest Pkw , Fort Worth, TX 76106 SURETY; Westfield Insurance Qom any BY: i tore Jarrett Willson, Attorney -in -Fact Name and Title Address: 2255 Ridge Rd.. Ste 333 �Rnckwall, TX 75097 Telephone Number: 972-772-7220 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing. address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Greal Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Projett No. 101119 Rcvisctl July 1, 2011 0061 14 - 1 PAYMENTBOND Page I of 2 I SECTION 00 6114 2 PAYMENT BOND #064818X 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, The Fain Group, Inc. known as 8 "Principal" herein, and Westfield Insurance Company , a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a I 1 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 In the penal SUM Of Four million. one lnmdre4 ninety-nine thousand, nine hundred thirty-one dollars, and fifty-three cents 13 ($ 4,199,931.53 , lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 4th day of 1~ebrua!y , 2020 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 Iabor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Great Southwest Parkway Improvements, City Project No. 22 101119. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. CITY 01, PORT WORTH Great Southwest Parkiiay Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMLNTS Project No. 101119 Revised July 1, 2011 0061 1R-2 PAYMENTBOND Page 2 or2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 6tk1__ day of 3 M S 6 7 8 9 10 12 March. , 2020 ATTEST: rin pal Secretary !s Witness as to Principal ATTEST: NIA (Surety) Secretary �--6A z��- - Witness as Surety Muni Rabah, Bond Account Manager PRINCIPAL: The Fain Groun. Inc. BY: gn e .i AML[ar,/t Name and Title Address: 2500 Great Southwest Pkwv. Fort Worth, TX 76106 SURETY: Westfield Insurance Company Jarrett Willson, Attorney -in -Fact Name and Title T Address: 2255 Ridge Rd.. Ste 333 Rockwall, TX 75087 Telephone Number: 972-772-7.220 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Great Southwesl Parkway Improvemajils STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Prc jeut No. 101119 Revised July 1, 2011 0061 19- 1 MAINTTFNANCE BOND Page i of 3 1 SECTION 00 6119 2 MAINTENANCE BOND #064818X 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we The Fain Group Inc. , known as 8 "Principal" herein and Westfield Insurance Company , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the sum of Four million. one hundred ninet -nine thousand nine hundred thirh-one dollars and fitly -Three cents 13 ($ 4,199,931.53 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which stun well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 4th day of February 2020 , which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as Great Southwest Parkwa 24 Improvements, City Proicet No. 10 11l 9; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OP PORT WORTI I Great Southwest Parkway Improvements STANDARD CONSTRUCTION SI)FCIFICATION DOCUMENTS Protect No. 101119 Revised July 1, 2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 1 I PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 CITY OF FORT WORTH Great Soulhwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Proteel No, 101 119 Revised July 1, 2011 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 6th day of 3 March , 20 20 . 4 5 6 7 8 9 10 11 ATTEST: 12 13 ZU 14 Inc i 1 S retary 15 16 17 18 19 20 Witness as to Principal 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 NIA _ 32 (Surety) Secretary 33 34 35 Witness Ato Surety 36 Muni Rabah, Bond Account Manager PRINCIPAL: The Fain Grou , Inc. BY: /igtAre ]name and Ti le Address: 2500 Great So tthwest Pkwy.. Fort Worth, TX 76106, SURETY: Westfield Insurance Company BY: t •� ig tore — Jarrett Willson, Attorney -in -Pact Name and Title Address: 2255 Ridge Rd., Ste 333 Rockwall, TX 75087 Telephone plumber: 972-772-7220 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-Iaws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. .I CITY OF FORT WORTH Great Southwest Parkway lurprovenrenls STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Projcct No. 101 119 Revised July 1, 2011 THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 04/0311118, FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER NO. 422001214 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as 'Companies,' duly organized and existing under the laws of the State of Ohio, and having Its principal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint TONY FIERRO, JOHNNY MOSS, JAY JORDAN, MISTIE BECK, JEREMY BARNETT, .LADE PORTER, ROBERT G. KANUTH, JARRETT WILLSON, JACK NOTTINGHAM, JOINTLY OR SEVERALLY of ROCKWALL and State of TX its true and lawful Attorneys) -in -Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . LlMtTATION; THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by Its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be it Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney -in -Fact. maybe given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of Indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such Instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as If signed by the President and sealed and attested by the Corporate Secretary." 'Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsim€le, and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which It Is attached' (Each adopted at a meeting held on February 6, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and senior Executive and their corporate seals to be hereto affixed this Card day of APRIL A.D., 2018 . ,y,.4,1!♦ry 1,1111„Il,,, ,wf111,/ Corporate �� A ''` ,�,+`�,�yO Atrys�a, � "" 4� WESTFIELD INStJRANCECOMPANY ,• e:. �, , WESTFIELD NATIONAL INSURANCE COMPANY Affixed iv ao-a �, ;•' o; �':• t OHIO FARMERS INSURANCE COMPANY SWKW "� SEAL .fin�,� .,zr _ �: faw i 1�4� L (} h a'� State of Ohio '"11H1 1'1"` Dennis P. Saus, !National Surety Leader and County of Medina SS.: Senior Executive On this 03rd day of APRIL A.D., 2010 , before me personally came Dennis P. Saus to me known, who, being by me duly sworn, did depose and say, that he resides in Wooster, Ohio; that he is (National Surety leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order. Notarial!+// Seal 1 A Affixed �11A�PGti'..il/ S State of Ohio 0 �O County of Medina SS.; David A. Kotnik, Attorney at Law, (Votary Public My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) I, Frank A. Carrina, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this � day of ,IllllA1 G•+! ' VN e,�-uulpp •SUL SEAL 02_ =401848 •r''•III,/1�IH.,,I+�,,,' h��Nlill N.,\.,1 Frank A. Carrino, Secretary SPOAC2 (combined) (06-02) IMPORTANT NOTICE STATE OF TEXAS COMPLAINT PROCEDURES 1. IflliPORTANTNOTIC15 To obtain information or make a complaint: 2. You may contact your agent. 3. You may call Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company's toll -free telephone number for Information or to make a complaint at: 1-800-243-0210 4, You may also write to Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company at: Attn: Brand Claims One Park Circle P O Box 6001 Westfield Center, AH 44261.8001 Fax #330-887-0840 5, You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1 -800 252-3439 6. You may write to the Texas Department of Insurance, Consumer Protection Section (MC 111-1A): P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-mail: ConsumerProtecti texas. zov 7. PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the agent, Westfield Insurance Company, Westfield National Insurance Company, or Ohio Farmers Insurance Company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. 8. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVI$O IMPOR` A 1TE, Para obtener informacion o pars someter una queja: Puede comunicarse con su (title) at (telephone number). Usted puede Ilamar al numbeo de telefono gratis de Westfield insurance Company, Westfield national Insurance Company, and/or Ohio Farmers Insurance Company's pare informacion o pare someter una queja at; 1-800-243--0210 Usted tamblen puede escribir a Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company: Attn: Bond Claims One Park Circle P O Box 5001 Westfield Center, ON 44201.5001 Fax #330-887-0840 puede comunicarse con ell Departamento de Sequros de Texas para obtener informaclon acerca de companies, coberturas, derechos o quejas at: 1-800-282-3439 'cede escribir at Departamento de Seguros de Texas, Consumer Protection Section (MC 111-1A): P.O. Box 149091 Austin, TX 78714-9091 Fax: (612) 490-1007 Web: www.tdi.texas,gov E-mail: Consu er&gWction@tdi.texas.aov DISPUTAS SOBRE PRIMA$ O RECLAMOS: Si tiene una disputa coneerniente a su prima o a un reclamo, debe comunicarse con of agente, Westfield Insurance Company, Westfield National Insurance Company, o Ohio Farmers Insurance Company primero. 51 no se resueive le disputa, puede entonaes comunicarse con el departamento (TUI). UNA ESTE AVISO A SU POLIZA: Este aviso as solo para proposito de Informacion y no se convierte en parto o condiclon del documento adjunto. BD5430 (06-15) CNA CNA PARAMOUNT Contractors" General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds 2. Additional Insured - Primary And Non -Contributory To Additional Insured's Insurance 3. Bodily Injury — Expanded Definition 4. Broad Knowledge of Occurrence/ Notice of Occurrence 5. Broad Named Insured 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability - Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury — Exception for Reasonable Force 11. General Aggregate Limits of Insurance — Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies 15. Legal Liability — Damage To Premises I Alienated Premises I Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments 18. Non -owned Aircraft Coverage 19. Non -owned Watercraft 20. Personal And Advertising Injury =- Discrimination or Humiliation 21. Personal And Advertising Injury - Contractual Liability 22. Property Damage - Elevators 23. Supplementary Payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation — Blanket 26. Wrap -Up Extension: OCIP CCIP, or Consolidated (Wrap -Up) Insurance Programs CNA74705XX (1-15) Page 1 of 17 The Continental. Insurance Co. Insured Name: THE FAIN GROUP, INC. copyright CNA All Rights Reserved. Policy No: 6080083700 Endorsement No: 5 Effective Date: 0 2 / 01 / 2 02 0 Includes copyrighted material of insurance Services Office, Inc., Wth its permission. CAFA CNA PARAMOUNT Contractors' General Liability Extension Endorsement 1. ADDITIONAL INSUREDS a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) is currently in effect or becomes effective during the term of this Coverage Part; and (2) was executed prior to: (a) the bodily injury or property damage; or (b) the offense that caused the personas and advertising injury, for which such additional insured seeks coverage. b. however, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A. through H. below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A. Controlling Interest Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. such person or organization's financial control of a Named Insured; or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co -owned by a Named Insured and covered under this insurance but only with respect to such co -owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. The CNA74705XX (1-15) Policy No: 6080083700 Page 2 of 17 Endorsement No: 5 The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. Copyright CNA All Rights Reserved. Includes copyrighted material or Insurance Services Office, Inc., with its permission. OVA CNA PARAMOUNT Contractors' General Liability Extension Endorsement coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. E. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions -- Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of. 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures; or b. the construction, erection, or removal of elevators; or c. the ownership, maintenance or use of any elevators covered by this insurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a. Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision; or b. Bodily injury or property damage included within the products -completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: CNA74705XX (1-15) Policy No: 6080083700 Page 3 of 17 Endorsement No: 5 The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. Copyright CNA All flights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement a. the Named Insured's acts or omissions; or b. the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products -completed operations hazard. 2. ADDITIONAL INSURED -PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL. LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY — EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: a. on the effective date of this Coverage Part; or CNA74705XX (1-15) Policy No: 6080083700 Page 4 of 17 Endorsement No: 5 The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. N CNA PARAMOUNT Contractors' General Liability Extension Endorsement b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. But this BROAD NAMED INSURED provision does not apply to: (a) any partnership, limited liability company or joint venture; or (b) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. 4. With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing -business -as names (dba) as any Named Insured should choose to employ. 6. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and I. and replace them with the following: This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from: (1) fire; (2) smoke; (3) collapse; or (4) explosion. I. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products -completed operations hazard. This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor; or CNA74705XX (1-15) Policy No: 6080083700 Page 5 of 17 Endorsement No: 5 The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) If the cause of loss to the damaged work arises as a result of: (a) fire; (b) smoke; (c) collapse; or (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product -completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7. CONTRACTUAL LIABILITY --RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. S. ELECTRONIC DATA LIABILITY CNA74705XX (1-15) Policy No: 6080083700 Page 6 of 17 Endorsement No: 5 The Continental Insurance Co_ Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. Copyright CNA Ail Rights Reservers. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Contractors` General Liability Extension Endorsement A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data -related Liability Damages arising out of: (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1) or (2) above. B. The following paragraph is added to LIMITS OF INSURANCE - Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition is added to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property_ All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for CNA74705XX (1-15) Policy No: 6080083700 Page 7 of 17 Endorsement No: s The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. Copyright CNA Aii Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY— EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products-compteted operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. Al 1: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products -completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products -completed operations hazard will reduce the Products -Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. CNA74705XX (1-15) Page 8 of 17 The Continental Insurance Co. Insured Name: THE FAIL GROUP, INC. Policy No. 6080083700 Endorsement No: 5 Effective Date: 02/01/2020 Copyright CNA All Rights Reserved. Includes capyrighted material or Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1) and 1.b.(2) with the following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if. (1) such bodily injury is caused by an occurrence that takes place in the coverage territory. (2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence; and B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to: 1. add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). g ii. delete the exclusion entitled Contractual Liability and replace it with the following: 0 This insurance does not apply to: 4 Contractual Liability a 0 0 the Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. Ill. add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, Marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. HIM Medicare/Medicaid Fraud CNA74705XX (1-15) Policy No: 6080083700 Page 9 of 17 Endorsement No: 5 The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of insurance services Office, Inc., with its permission. CNA GNA PARAMOUNT Contractors' General Liability Extension Endorsement any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. C. DEFINITIONS is amended to: 1. add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; I. Speech therapist; j. Other allied health professional; or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following: Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence; W. amend the definition of Insured to: a. add the following: the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co -employee while in the course of the co -employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and CNA74705XX (1-15) Policy No: 6080083700 Page 10 of 17 Endorsement No: 5 The Continental Insurance Co. Effective Date. 02/01/2020 Insured Name: THE . FAIN GROUP, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CKA CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident_ the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co -volunteer worker while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b. delete Subparagraphs (a), (b), (c) and (d) of Paragraph 2.a.(1) of WHO IS AN INSURED. D. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14. JOINT VENTURES 1 PARTNERSHIP 1 LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b. the bodily injury or property damage first occurred after such termination date; and c. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up) insurance program. 15. LEGAL LIABILITY — DAMAGE TO PREMISES 1 ALIENATED PREMISES 1 PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL A. Under COVERAGES, Coverage A -- Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion j. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: GNA74705XX (1-15) Policy No: 6080083700 Page 11 of 17 Endorsement No: 5 The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement j. Damage to Property Property damage to: (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Premises the [Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; (3) Property loaned to the Named Insured; (4) Personal property in the care, custody or control of the Insured; (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2) of this exclusion does not apply if the premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products -completed operations hazard. Paragraphs (3) and (4) of this exclusion do not apply to property damage to: I. tools, or equipment the Named Insured borrows from others, nor !I. other personal property of others in the Named Insured's care, custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by this exception to Paragraphs (3) and (4) does not apply to: a. property at a job site awaiting or during such property's installation, fabrication, or erection; b. property that is mobile equipment leased by an Insured; c. property that is an auto, aircraft or watercraft; d. property in transit; or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. CNA74705XX (1-15) Page 12 of 17 The Continental Insurance Co. Insured Name: THE FAIN GROUP, INC. Policy No: 6080083700 Endorsement No: 5 Effective bate: 0 2/ 01 / 2 0 2 0 copyright CNA All Rights Reserved. Includes copyrighted material of Insurance services Office, Inc., with its permission. C A CNA PARAMOUNT Contractors' Genera[ Liability Extension Endorsement B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. C. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured will promptly reimburse the Insurer for any such amount. D. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days. The Damage To Premises Rented To You Limit is the greater of: a. $500,000, or b. The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.(1)(a)(ii) of the Other Insurance Condition is deleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner; or for personal property of others in the Named Insured's care, custody or control; 16. LIQUOR LIABILITY Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 17. MEDICAL PAYMENTS A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C -- Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense Limit is the greater of: (1) $15,000 unless a different amount is shown here: $N,NNN,NNN,NNN; or (2) the amount shown in the Declarations for Medical Expense Limit. CNA74705XX (1-15) Policy No: 6080083700 Page 13 of 17 Endorsement No: 5 The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CIA PARAMOUNT Contractors' General Liability Extension Endorsement B. Under COVERAGES, the Insuring Agreement of Coverage C — Medical Payments is amended to replace Paragraph 1.a.(3)(b) with the following: (b) The expenses are incurred and reported to the Insurer within three years of the date of the accident; and 18. NON -OWNED AIRCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended as follows: The exclusion entitled Aircraft, Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured, provided that: 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. the aircraft is rented with a trained, paid crew to the Named Insured; and 3. the aircraft is not being used to carry persons or property for a charge. 19. NON -OWNED WATERCRAFT Under COVERAGES, Coverage A -- Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it with the following. This exclusion does not apply to: (2) a watercraft that is not owned by any Named Insured, provided the watercraft is: (a) less than 75 feet long; and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS, the definition of personal and advertising injury is amended to add the following tort: Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B — Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to: 1. delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a) the Named Insured; or (b) any executive officer, director, stockholder, partner, member or manager (if the Named Insured is a limited liability company) of the Named Insured. 2. add the following exclusions: CNA74705XX (1-15) Policy No: 6080083700 Page 14 of 17 Endorsement No: 5 The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Woe, Inc., with its permission. i CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, lease or sub -lease or prospective sale, rental, lease or sub -lease of any room, dwelling or premises by or at the direction of any Insured. Notwithstanding the above, there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solely from Provision 1. ADDITIONAL INSURED of this endorsement; or attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21. PERSONAL AND ADVERTISING INJURY e CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B —Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS — COVERAGES A AND B: 1. Paragraph 2.d. is replaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the Indemnitee; 2. The first unnumbered paragraph beneath Paragraph 2.f.(2)(b) is deleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer in the defense of that indemnitee, necessary litigation expenses incurred by the Insurer, and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C. This PERSONAL AND ADVERTISING INJURY n CONTRACTUAL LIABILITY Provision does not apply if Coverage B —Personal and Advertising injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22. PROPERTY DAMAGE —ELEVATORS A. tinder COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. CNA74705XX (1-15) Page 15 of 17 The Continental Insurance Co. Insured Name: THE FAIN GROUP, INC . Policy No: 6080083700 Endorsement No: S Effective Date: 02/01/2020 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office. Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE — ELEVATORS Provision, the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS — COVERAGES A AND B is amended as follows: A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit; and B. Paragraph 1.d. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000. limit. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure. 25. WAIVER OF SUBROGATION - BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1. the Named Insured's ongoing operations; or 2. your work included in the products -completed operations hazard. However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only if such contract or agreement: 1. is in effector becomes effective during the term of this Coverage Part; and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION -- CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached, then the following changes apply: A. The following wording is added to the above -referenced endorsement: With respect to a consolidated (wrap-up) insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1. Bodily injury, property damage, or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf; nor CNA74705XX (1-15) Page 16 of 17 The Continental Insurance Co. Insured Name: THE FAIN GROUP, INC. Policy No: 6080083700 Endorsement No: 5 Effective Date: 02/01/2020 Copyright CNA All Rights Reserved. Includes oopydghted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement 2. Bodily injury or property damage included within the products -completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4. Other Insurance is amended to add the Following subparagraph 4.b.(1)(c): This insurance is excess over: (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. C. DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up) insurance program means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similar structures). However, when there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA74705XX (1-15) Policy No: 6080083700 Page 17 of 17 Indorsement No: 5 The Continental Insurance Co. Effective Date: 02/01/2020 Insured Name: THE FAIN GROUP, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. DNA Business Auto Policy PoTit'y Fflciarsof alvt THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM 1. LIABILITY COVERAGE A. Who Is An Insured The following is added to Section II, Paragraph A.1., Who Is An Insured: 1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b. The insurance afforded by this provision A. 1. does not apply to any such entity that is an insured under any other liability "policy" providing auto coverage. 2. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: a. Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier. b. Does not apply to: (1) Bodily injury or property damage caused by an accident that occurred before you acquired or formed the organization; or (2) Any such organization that is an insured under any other liability "policy" providing auto coverage. 3. Any person or organization that you are required by a written contract to name as an additional insured is an insured but only with respect to their legal liability for acts or omissions of a person, who qualifies as an insured under SECTION II — WHO IS AN INSURED and for whom Liability Coverage is afforded under this policy. If required by written contract, this insurance will be primary and non-contributory to insurance on which the additional insured is a Named Insured. 4. An employee of yours is an insured while operating an auto hired or rented under a contract or agreement in that employee's name, with your permission, while performing duties related to the conduct of your business. "Policy", as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but: 1. Which are no longer in force; or 2. Whose limits have been exhausted. B. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: 1. In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and 2. In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day. i Form No: CNA63359XX {04 2012) Policy Na: BUA 6080083714 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 02/01/2020 I i Endorsement No: 10; Page: 1 of 4 Policy Page: 60 of 121 I � Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 } ® Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Business Auto Policy Policy Endw•sei-nen-i C. Fellow Employee Section 11, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. 11. PHYSICAL DAMAGE COVERAGE A. Glass Breakage - Hitting A Bird Or Animal - Falling Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered auto, any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. B. Transportation Expenses Section 111, Paragraph A.4.a. is revised, with respect to transportation expense incurred by you, to provide: a. $60 per day, in lieu of $20; subject to b. $1,800 maximum, in lieu of $600. C. Loss of Use Expenses Section III, Paragraph A.4.b. is revised, with respect to loss of use expenses incurred by you, to provide: a. $1,000 maximum, in lieu of $600. D. Hired "Autos" The following is added to Section III. Paragraph A.: 5. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: a. Any covered auto you lease, hire, rent or borrow without a driver; and b. Any covered auto hired or rented by your employee without a driver, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. The most we will pay for any one accident or loss is the actual cash value, cost of repair, cost of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto. No deductible applies to loss caused by fire or lightning. d. The physical damage coverage as is provided by this provision is equal to the physical damage coverage(s) provided on your owned autos. e. Such physical damage coverage for hired autos will: (1) Include loss of use, provided it is the consequence of an accident for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. (2) Such coverage as is provided by this provision will be subject to a limit of $750 per accident. E. Airbag Coverage The following is added to Section 111, Paragraph B.3.: The accidental discharge of an airbag shall not be considered mechanical breakdown. fForm No: CNA63359XX (04-2012) policy No: BUA 60$0083714 —� Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 02/01 /2020 Endorsement No. 10; Page: 2 of 4 Policy Page: 61 of 121 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 ® Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. CNA F. Electronic Equipment Business Auto Policy PuiicV ElIdorssrilent Section III, Paragraphs B.4.c and B.4.d. are deleted and replaced by the following: c. Physical Damage Coverage on a covered auto also applies to loss to any permanently installed electronic equipment including its antennas and other accessories d. A $100 per occurrence deductible applies to the coverage provided by this provision. G. Diminution In Value The following is added to Section III, Paragraph B.6.: Subject to the following, the diminution in value exclusion does not apply to: a. Any covered auto of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and b. Any covered auto of the private passenger type hired or rented by your employee without a driver for a period of 30 days or less, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. Such coverage as is provided by this provision is limited to a diminution in value loss arising directly out of accidental damage and not as a result of the failure to make repairs; faulty or incomplete maintenance or repairs; or the installation of substandard parts. d. The most we will pay for loss to a covered auto in any one accident is the lesser of: {1) $5,000; or (2) 20% of the auto's actual cash value (ACV). III. Drive Other Car Coverage — Executive Officers The following is added to Sections II and Ill: 1. Any auto you don't own, hire or borrow is a covered auto for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers", except: a. An auto owned by that "executive officer" or a member of that person's household; or b. An auto used by that "executive officer" while working in a business of selling, servicing, repairing or parking autos. Such Liability and/or Physical Damage Coverage as is afforded by this provision. 11) Equal to the greatest of those coverages afforded any covered auto; and (2) Excess over any other collectible insurance. 2. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by-laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. Such "executive officers" are insureds while using a covered auto described in this provision. IV. BUSINESS AUTO CONDITIONS A. Duties In The Event Of Accident, Claim, Suit Or Loss The following is added to Section IV, Paragraph A.2.a.: I Form No: CNA63359XX 104-2014 Policy No: BUA 6080083714 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 02/01/2020 Endorsement No: 10; Page: 3 of 4 Policy Page: 62 of 121 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 ® Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. CNA Business Auto Policy Policy dogs- ent (4) Your employees may know of an accident or loss. This will not mean that you have such knowledge, unless such accident or loss is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b.: (6) Your employees may know of documents received concerning a claim or suit. This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. B. Transfer Of Rights Of Recovery Against Others To Us The following is added to Section IV, Paragraph A.S. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have, because of payments we make for injury or damage, against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. This injury or damage must arise out of your activities under a contract with that person or organization. You must agree to that requirement prior to an accident or loss. C. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2.: Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not prejudice you with respect to the coverage afforded provided such failure or omission is not intentional. D. Other Insurance The following is added to Section IV, Paragraph B.5.: Regardless of the provisions of Paragraphs 5.a. and 5.d. above, the coverage provided by this policy shall be on a primary non-contributory basis. This provision is applicable only when required by a written contract. That written contract must have been entered into prior to Accident or Loss. E. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: a. 45 days of coverage in lieu of 30 days. V. DEFINITIONS Section V. paragraph C. is deleted and replaced by the following: Bodily injury means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these. Form No: CNA63359XX (04-2012) Policy No: BUA 6080083714 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 02/01/2020 Endorsement No: 10; Page: 4 of 4 Policy Page: 63 of 121 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 0 Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3,A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All TX Operations 3. Premium: The premium charge for this endorsement shall be 2 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. Date Prepared: February 6, 2020 Carrier: Bridgefield Casualty Insurance Company Effective Date of Endorsement: February 1, 2020 Policy Number: 196-50311 .Countersigned by: Insured: The Fain Group, Inc. WC 42 03 04 B (Ed. 6-14) "Includes copyright material of the National Council on Compensation Insurance, Inc. used with its permission. Copyright 2014 NCCI" STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OP FORT WORTH FI'ANDARD (T)KEL7RlJM0N 6LPI?.CIF CATION WO fh9 NTS So.wllwo I1arkwuy tnfpravrllielklM Ruv1sl4m=FdRuity4ZOI(s PR+ldlI NUS 11;1I 11) STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article I — Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent............................................................................................I.— ............................................. 8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I I Article 4 --- Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance......................................................... 5.01 Licensed Sureties and Insurers ........................................ 5.02 Performance, Payment, and Maintenance Bonds............ 5.03 Certificates of Insurance .................................................. 5.04 Contractor's Insurance..................................................... 5.05 Acceptance of Bonds and Insurance; Option to Replace Article 6 — Contractor's Responsibilities ................................... 6.01 Supervision and Superintendence .......................... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnuuy2,2016 .........................................................16 .........................................................16 .........................................................16 .........................................................16 .........................................................18 ........................................................19 .........................................................19 .........................................................19 Great Southwest Parkway Improvements Project No. 101119 6.02 Labor; Working Hours................................................................................................................ 20 6.03 Services, Materials, and Equipment........................................................................................... 20 6.04 Project Schedule.......................................................................................................................... 21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6,08 Patent Fees and Royalties........................................................................................................... 26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes......................................................................................... .......28 6.12 Use of Site and Other Areas....................................................................................................... 28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection.................................................................................................................. 29 6.15 Safety Representative.................................................................................................................. 30 6.16 Hazard Communication Programs............................................................................................. 30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification......................................................................................................................... 33 6,22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit.. ....... ........ -* ................................................................... * ......... 34 6.24 :-, Nondiscrimination.......................................................................................................................35 Article 7 - Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor................................................................................................... 36 8.02 Furnish Data................................................................................................................. ...36 8.03 Pay When Due..........................................................•.................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9 - City's Observation Status During Construction.............................................................. ..... 37 9.01 City's Project Manager............................................................................................................ 37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkvray Improvements Revision: February2, 2016 Proj ect No. 101119 Article 10 - Changes in the Work; Claims; Extra Work .................................. ............. 38 ................................. 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process............................................................................................................. 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of the Work......................................................................................................................... 41 11.02 Allowances.................................................................................................................................. 43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement...................................................................................................... 45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48 13.01 Notice of Defects........................................................................................................................48 13,02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work... .......................................................................................................... 49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion..................................................................... .. 52 14.01 Schedule of Values...................................................................................................................... 52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................ 55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work............................................................................................................. 57 15,02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience....................................................................................... 60 Article 16 - Dispute Resolution .............................................. ...................... 61 .................................................. 16.01 Methods and Procedures............................................................................................................. 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febtuaty2, 2016 Project No. 101119 Article17 —Miscellaneous .............................................................................................................................. 62 17.01 Giving Notice.............................................................................................................................. 62 17.02 Computation of Times................................................................................................................ 62 17.03 Cumulative Remedies................................................................................................................. 62 17.04 Survival of Obligations............................................................................................................... 63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway improvements Revision: Febnaary2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1-- DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award— Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12, Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Grcat Southwest Parkway Improvements Revision: Febmary2, 2016 Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 2 of 63 13. Change Order A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. lb. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents ----Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Luprovements Revision; Febnmy2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order ---- A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Fd)nmy2, 2016 Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45, Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans -- See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great 5outliwest Parkway Improvements Revision: Febmary2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Manager —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway improvements Revision: Febmary2, 2015 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 63. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities ---All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work See Paragraph 11 A3 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway huprovements Revision: February2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or detemunation of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Grcat Southwest Parkway rmprovemcnts Revision: Febzuary2, 2016 Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page & of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway huprovenients Revision: Febivary2, 201 G Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great southwest Parkway Improvements Revision: Febmary2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the sea] of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febmmy2,2016 Project No. 10H 19 00 72 00 -1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. if there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Fehnmry 2, 2016 Project No. 101 119 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor- on Technical Data Authorized.• Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsui face or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1, is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway finprovements Revision: Febmary2, 2016 Project No. 10 11l9 00 72 00 - 1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCMIENTS Great Southwest Parkway Improvements Revision: FebnaryZ 2016 Project No, 101119 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCI'ION SPECIFICATION DOCUMENTS Great Southwest Parkway huprovements Revision: February2,201 G Project No. 101119 00 72 00 - I GENERAL CONDITIONS Page 15 of63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIMCATION DOCUMENTS Great Southwest Parkway Luprovements Revision: Febnkvy2, 201G Project No. 101119 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: February2, 2016 Project No. 10 1119 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febmy2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 18 of63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Fcbroxy 2, 2016 Proj ect No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto', defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febmazy 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febnmry2, 2016 Project No. 101119 00 72 00 - 1 GENERAL. CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16, 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or Equal " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway huprovenients Revision: Febivary2, 2016 Project No. 1011I9 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6,05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febivary2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6,05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway huprovements Revision: Fcbmaty2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway trnprovenients Revision: February 2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or famishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Feba aryl, 2016 Project No. loll t9 00 72 00 - 1 GENERAL CONDITIONS Page. 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2259,023, 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 does 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 l lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment 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. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. 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. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Crrcat Southwest Parkway Improvements Revision: F&uary2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all pen -nits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febnory2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subehapter H, Sections 151.301-335 (as amended), 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 to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. hW://www.window.state.tx.us/taxinfo/taxforms/93-forms.htn-A ://www.window.state.tx.us/taxinfo/taxforms/93-forms_html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway huprovements Revision: Febnrary2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 29 of 63 Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 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 City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning. Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febn aryl, 2016 Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 34 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUMION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revision: Fcbmy2, 2al G Project No. 10 A 19 00 72 00 -1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City 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 deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.1 S.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febnuy2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall. not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6,19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision; Fd mary2,2016 Project No. 101119 00 72 00 - I GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. 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, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. 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 arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. TMS INDEMNIFICATION PROVISION IS SPECIFICALLY —INTENDER TQ OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway huprovenients Revision: Febtuaty2, 2016 Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED _ TO OPERATE AND BE EFFECTIVE _ EVEN _IE_ITIS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The 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 Regular 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 Paragraph. 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 this Contract, 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 Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revision: F&mary2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The 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 the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title V1, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.41 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febnuary2, 2016 Project No. 101 119 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE S — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febnmry2, 2016 Project No. 101119 00 72 00 - 1 GENERAL. CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 -- CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is Greg Robbins, P.E., or his/her successor pursuant to written notification from the Director of Transportation and Public Works. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febnw y2, 2015 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revision: Febmary2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 39 of63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1, changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2, changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. 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. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febmary2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4, A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Grcat Southwcst Parkway Improvcments Revision: Febnoy 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORD; ALLOWANCES; UNIT PRICE WORD; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.0 LB, and shall include but not be limited to the following items: Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Lnprovements Revision: Fehnmiy2, 201G Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: February2, 2016 Project No. 10t 119 00 72 00 -1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.0l .A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.0I.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0l.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CHY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revision: Fcbruary2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work tulles the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: February2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway huprovements Revision: Fehniary2,2016 Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 -- CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12,01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a, for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0I .A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great southwest Parkway Improvements Revision: Febmaty 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. 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 fumished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febmary2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensurc and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revision: Febniary2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract CIaim regarding any retest or invoice issued under Section I3.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not Iimited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will confonn to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Great Southwest Parkway hnprovenrents Revision: Febnbvy 2, 201 G Project No. 101119 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions; I . repair such defective land or areas; or 2, correct such defective Work; or 3, if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: February2, 2016 Project No, 101119 00 72 00 - 1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revision: Febmaty2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Irnprovements Revision: Februxy2,2016 Project No. 10U 19 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b, the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febnoy2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payinent will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: February 2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: February2, 2016 Project No. 101119 007200-1 GENERAL CONDITIONS Page 56 of63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febmazy2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. 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, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a 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. D. Contractor maybe 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 City 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. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febmary2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 58 of63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. 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; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and. Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision; Febtuvy2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Great Southwest Parkway Improvements Revision: Febnimy2, 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the 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 Postal Service Mail by the City. 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 City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, 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 the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, 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 the 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 City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City 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. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febmary2,2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City 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. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.13 shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICXIION DOCUMENTS Great Southwest Parkway Improvements Revision: Febns#ryZ 2016 Project No. 101119 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2, delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Grcat Southwest Parkway tmprovemcnts Revision: Febniary 2, 2016 Project No. 101119 00 72 00 -1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revision: Febniary2, 2016 Project No. 101119 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 - 1 SUPPLEMENTARY CONDITIONS Page 1 of 5 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. Currently storm drain, sanitary sewer and temporary pavement, per Mark IV Commerce Park plans by Halff, is being constructed in Great Southwest Parkway right-of-way on the west side of the Little Fossil Creek Bridge. This construction is anticipated to be completed in the Fall of 2019. Prior to construction of Great Southwest Parkway Improvements, the Contractor shall perform an inspection of the storm drain and sanitary sewer infrastructure by the Mark IV Commerce Park project to confirm the new infrastructure is in good condition. Video of the storm drain in the project area shall be taken. CCTV of the sanitary sewer shall be performed. At the time of substantial completion of Great Southwest Parkway Improvements, the Contractor shall confirm the storm drain and sanitary sewer infrastructure by the Mark IV Commerce Park project is in good condition again. Video of the storm drain in the project area shall be taken. CCTV of the sanitary sewer shall be performed. If in the case storm drain or sanitary sewer infrastructure is damaged during construction of Great Southwest Parkway Improvements the Contractor will be responsible to repair defects or replace infrastructure to the satisfaction of the City of Fort Worth at no cost to the City. A two year maintenance bond shall be provided with said repairs or replacements. SC-3.0313.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final casements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Great Southwest Parkway Improvements Project No. 101119 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of September 17, 2019, Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER PAE-1 Sid Richardson Carbon & Gas TARGET DATE OF POSSESSION Unknown at this time The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing casement line locations. SC-4.01A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of September 17, 2019. EXPECTED UTILITY AND LOCATION OWNER none TARGET DATE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geoteehnieal Engineering Study, 2018 Bond Street Reconstruction Contract 1, dated July 2018, prepared by CMJ Engineering, Inc., a sub -consultant of Baird, Hampton & Brown, Inc, a consultant of the City, providing additional information on the subsurface physical conditions of the project site and the paving recommendations for the project The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICA'11ON DOCUMENTS Revised January 22, 2016 Great Southwest Parkway Improvements Project No. 101119 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 I SC-5.03A., "Certificates of Insurance" 2 3 The entities listed below are "additional insureds as their interest may appear" including their respective 4 officers, directors, agents and employees. 5 6 (1) City 7 (2) Consultant: Baird, Hampton & Brown, Inc 8 (3) Other: None 9 10 is Mr.1rjr op i.i4: f.'.+ iei ri f '�' ';! 1 % r:l I + :r. f'r'rrf } •i_i"J !t ri fJ +r. fA7'�_r rl pl r1r,, 1 I I wtr rr' L'J 12 SC-5.04A., "Contractor's Insurance" 13 14 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 15 coverages for not less than the following amounts or greater where required by laws and regulations: 16 17 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 18 I9 20 Ninutery limits 21 Er; q)loyar's IitablJity 22 1 C1fI,000 ench ncMcnilo4cun- rice 23 MU,01A Ili NmKc - ebuh rn1ployekl 24 $5t10,tu10 1)'Ne1 r - lanlicy Iilait 25 - — - - - 26 SC-5.04B., "Contractor's Insurance" 27 28 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 29 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 30 minimum limits of: 31 32 �1,0(11)jNtl enclioccurreino 33 $2,000,000 nggregala limit 34 35 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 36 General Aggregate Limits apply separately to each job site. 37 38 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 39 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 40 41 SC 5.04C., "Contractor's Insurance" 42 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 43 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 44 45 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 46 defined as autos owned, hired and non -owned. 47 48 N 1,.1KQ,tlil0 each accident on a combined single limit basis. Split limits are acceptable if limits are at 49 Ieast: 50 51 050,090 Bodily Injuly per pemoll I 52 $500,000 Bodily Injury prr arc_ idew I 53 100.000 I)Nperty 17bnttiMc 54 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised January 22, 2016 Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks: NONE SC-6.04., "Project Schedule" Project schedule shall be Tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2017 Prevailing Wage Rates (Highway; Heavy, including pipelines) aM://fortworthtexas.gov w/contractors/ SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: L TCEQ Notice of Intent of Stormwater Discharges 2. TCEQ General Permit for Stormwater Discharges from Construction Activities 3. TCEQ Notice of Termination of Storm Water Discharges 4. Licensed Plumber 5. Fort Worth Street use permit SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: 6. Floodplain permit 7. Explorer Pipeline Approval SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of SeSe Member 177. 2019: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION none SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority Pritchard Associates Storm Drain, Sanitary Sewer & Temporary Paving construction west of the bridge. Travis Baxter, PE, Pritchard Associates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Great Southwest Parkway improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 SC-8.01, "Communications to Contractor" NONE SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Greg Robbins, P.E., or his/her successor pursuant to written notification from the Director of Transportation and Public Works Infrastructure Design and Construction. SC-13.03C., "Tests and Inspections" NONE SC-16.01C.1, "Methods and Procedures" NONE END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/2212016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 Great Southwest Parkway Improvements Project No. 101119 1 2 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 01 1]()()-] SUMMARY OF WORK Page I of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division i - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only 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 writing by the City. a. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 011t00-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 2. Do not 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 City. 3. Unless specifically provided otherwise, 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. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, 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 adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. 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. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing 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 provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid items is specifically provided in the proposal. CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Grcat Southwest Parkway Improvements Project No. 101119 1 2 3 4 5 6 7 S 9 01 11 00-3 SUMMARY OF WORK Page 3 of 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] IL 13 END OF SECTION Revision Log DATE I NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 012500-1 SUBSTITUTION PROCEDURES Page I of 5 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1— General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by paeans of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 012500-2 SUBSTITUTION PROCEDURES Page 2 of 5 i a. Or -equals are unavailable due to strike, discontinued production of products 2 meeting specified requirements, or other factors beyond control of Contractor; 3 or, 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 5 1.5 SUBMITTALS 6 A. See Request for Substitution Form (attached) 7 B. Procedure for Requesting Substitution 8 1. Substitution shall be considered only: 9 a. After award of Contract 10 b. Under the conditions stated herein 11 2. Submit 3 copies of each written request for substitution, including: 12 a. Documentation 13 1) Complete data substantiating compliance of proposed substitution with 14 Contract Documents 15 2) Data relating to changes in construction schedule, when a reduction is 16 proposed 17 3) Data relating to changes in cost 18 b. For products 19 1) Product identification 20 a) Manufacturer's name 21 b) Telephone number and representative contact name 22 c) Specification Section or Drawing reference of originally specified 23 product, including discrete name or tag number assigned to original 24 product in the Contract Documents 25 2) Manufacturer's literature clearly marked to show compliance of proposed 26 product with Contract Documents 27 3) Itemized comparison of original and proposed product addressing product 28 characteristics including, but not necessarily limited to: 29 a) Size 30 b) Composition or materials of construction 31 c) Weight 32 d) Electrical or mechanical requirements 33 4) Product experience 34 a) Location of past projects utilizing product 35 b) Name and telephone number of persons associated with referenced 36 projects knowledgeable concerning proposed product 37 c) Available field data and reports associated with proposed product 38 5) Samples 39 a) Provide at request of City. 40 b) Samples become the property of the City. 41 c. For construction methods: 42 1) Detailed description of proposed method 43 2) Illustration drawings 44 C. Approval or Rejection 45 1. Written approval or rejection of substitution given by the City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Ltiprovements Project No. 101119 012500-3 SUBSTITUTION PROCEDURES Page 3 of 5 1 2. City reserves the right to require proposed product to comply with color and pattern 2 of specified product if necessary to secure design intent. 3 3. In the event the substitution is approved, the resulting cost and/or time reduction 4 will be documented by Change Order in accordance with the General Conditions. 5 4. No additional contract time will be given for substitution. 6 5. Substitution will be rejected if: 7 a. Submittal is not through the Contractor with his stamp of approval 8 b. Request is not made in accordance with this Specification Section 9 c. In the City's opinion, acceptance will require substantial revision of the original 10 design 1 I d. In the City's opinion, substitution will not perform adequately the function 12 consistent with the design intent 13 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. In making request for substitution or in using an approved product, the Contractor 18 represents that the Contractor: 19 1. Has investigated proposed product, and has determined that it is adequate or 20 superior in all respects to that specified, and that it will perform function for which 21 it is intended 22 2. Will provide same guarantee for substitute item as for product specified 23 3. Will coordinate installation of accepted substitution into Work, to include building 24 modifications if necessary, making such changes as may be required for Work to be 25 complete in all respects 26 4. Waives all claims for additional costs related to substitution which subsequently 27 arise 28 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 PART 3 _ EXECUTION [NOT USED] 33 34 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 5 CITY OF FORT WORTH Great Southwest Parkway Unprovenients STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 012500-5 SUBSTITUTION PROCEDURES Page 5 of 5 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Recommended _ Recommended _ Not recommended _Received late By Date Remarks Date Rejected Great Southwest Parkway hnprovements Project No. 101119 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1, None, 10 C. Related Specification Sections include, but arc not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting l . A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Great Southwest Parkway Improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 0131 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e, Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting, 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1, Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p, Documentation of Pre -Construction Conditions q, Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing cc. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Great Southwest Parkway Improvements Project No. 101119 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] b 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11a 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Augost 17, 2012 Project No. 101119 013120-1 PROJECT MEETINGS Page I of 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 PARTIF GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 1 2 3 4 5 G 7 8 9 10 11 12 13 14 15 lb 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway hnprovements Project No. 101119 1 2 3 4 5 6 7 8 9 10 iK 13 14 15 16 17 18 19 OI3120-3 PROJECT MEETINGS Page 3 of 3 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 22 23 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 01 32 16- 1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 1 SECTION 01 3216 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 0 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Great Southwest Parkway Lnprovements Project No. 101119 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 3. Progress Schedule - Monthly submittal of a progress schedule documenting 2 progress on the project and any changes anticipated. 3 4. Schedule Narrative - Concise narrative of the schedule including schedule 4 changes, expected delays, key schedule issues, critical path items, etc 5 B. Reference Standards 6 1. City of Fort Worth Schedule Guidance Document 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Baseline Schedule 1. General a. Prepare a cost -loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost -loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule I . Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 2. If no written statement of the steps intended to take is submitted when so requested 2 by the City, the City may direct the Contractor to increase the level of effort in 3 manpower (trades), equipment and work schedule (overtime, weekend and holiday 4 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 5 to the critical path in the approved schedule. 6 a. No additional cost for such work will be considered. 7 D. The Contract completion time will be adjusted only for causes specified in this 8 Contract. 9 a. Requests for an extension of any Contract completion date must be 10 supplemented with the following: 11 1) Furnish justification and supporting evidence as the City may deem 12 necessary to determine whether the requested extension of time is entitled 13 under the provisions of this Contract. 14 a) The City will, after receipt of such justification and supporting 15 evidence, make findings of fact and will advise the Contractor, in 16 writing thereof. 17 2) If the City finds that the requested extension of time is entitled, the City's 18 determination as to the total number of days allowed for the extensions 19 shall be based upon the approved total baseline schedule and on all data 20 relevant to the extension. 21 a) Such data shall be included in the next updating of the Progress 22 schedule. 23 b) Actual delays in activities which, according to the Baseline schedule, 24 do not affect any Contract completion date shown by the critical path in 25 the network will not be the basis for a change therein. 26 2. Submit each request for change in Contract completion date to the City within 30 27 days after the beginning of the delay for which a time extension is requested but 28 before the date of final payment under this Contract. 29 a. No time extension will be granted for requests which are not submitted within 30 the foregoing time limit. 31 b. From time to time, it may be necessary for the Contract schedule or completion 32 time to be adjusted by the City to reflect the effects of job conditions, weather, 33 technical difficulties, strikes, unavoidable delays on the part of the City or its 34 representatives, and other unforeseeable conditions which may indicate 35 schedule adjustments or completion time extensions. 36 1) Under such conditions, the City will direct the Contractor to reschedule the 37 work or Contract completion time to reflect the changed conditions and the 38 Contractor shall revise his schedule accordingly. 39 a) No additional compensation will be made to the Contractor for such 40 schedule changes except for unavoidable overall contract time 41 extensions beyond the actual completion of unaffected work, in which 42 case the Contractor shall take all possible action to minimize any time 43 extension and any additional cost to the City. 44 b) Available float time in the Baseline schedule may be used by the City 45 as well as by the Contractor. 46 3. Float or slack time is defined as the amount of time between the earliest start date 47 and the latest start date or between the earliest finish date and the latest finish date 48 of a chain of activities on the Baseline Schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE. Page 4 of 5 1 a. Float or slack time is not for the exclusive use or benefit of either the 2 Contractor or the City. 3 b. Proceed with work according to early start dates, and the City shall have the 4 right to reserve and apportion float time according to the needs of the project. 5 c. Acknowledge and agree that actual delays, affecting paths of activities 6 containing float time, will not have any effect upon contract completion times, 7 providing that the actual delay does not exceed the float time associated with 8 those activities. 9 E. Coordinating Schedule with Other Contract Schedules 10 1. Where work is to be performed under this Contract concurrently with or contingent 11 upon work performed on the same facilities or area under other contracts, the 12 Baseline Schedule shall be coordinated with the schedules of the other contracts. 13 a. Obtain the schedules of the other appropriate contracts from the City for the 14 preparation and updating of Baseline schedule and make the required changes 15 in his schedule when indicated by changes in corresponding schedules. 16 2. In case of interference between the operations of different contractors, the City will 17 determine the work priority of each contractor and the sequence of work necessary 18 to expedite the completion of the entire Project. 19 a. In such cases, the decision of the City shall be accepted as final. 20 b. The temporary delay of any work due to such circumstances shall not be 21 considered as justification for claims for additional compensation. 22 1.5 SUBMITTALS 23 A. Baseline Schedule 24 1. Submit Schedule in native file format and pdf format as required in the City of Fort 25 Worth Schedule Guidance Document. 26 a. Native file format includes: 27 1) Primavera (P6 or Primavera Contractor) 28 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 29 bring in hard copy to the meeting for review and discussion. 30 B. Progress Schedule 31 1. Submit progress Schedule in native file format and pdf format as required in the 32 City of Fort Worth Schedule Guidance Document. 33 2. Submit progress Schedule monthly no later than the last day of the month. 34 C. Schedule Narrative 35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 36 Schedule Guidance Document. 37 2. Submit schedule narrative monthly no later than the last day of the month. 38 D. Submittal Process 39 1. The City administers and manages schedules through Buzzsaw. 40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 41 Guidance Document. 42 3. Once the project has been completed and Final Acceptance has been issued by the 43 City, no further progress schedules are required. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 fy] 18 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 I 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I --- General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 013233-2 PRECONSTRUCTION VfDEO Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 9 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 SUBMITTALS 013300-1 SUBMITTALS Page 1 of 8 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals- 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) SimiIar sequenced activities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 013300-2 SUBMITTALS Page 2 of 8 c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 %2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway huprovenrents Project No. 101119 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 E. Submittal Content 2 1. The date of submission and the dates of any previous submissions 3 2. The Project title and number 4 3. Contractor identification 5 4. The names of: 6 a. Contractor 7 b. Supplier 8 c. Manufacturer 9 5. Identification of the product, with the Specification Section number, page and 10 paragraph(s) 11 6. Field dimensions, clearly identified as such 12 7. Relation to adjacent or critical features of the Work or materials 13 8. Applicable standards, such as ASTM or Federal Specification numbers 14 9. Identification by highlighting of deviations from Contract Documents 15 10. Identification by highlighting of revisions on resubmittals 16 11. An 8-incb x 3-inch blank space for Contractor and City stamps 17 F. Shop Drawings 18 1. As specified in individual Work Sections includes, but is not necessarily limited to: 19 a. Custom -prepared data such as fabrication and erection/installation (working) 20 drawings 21 b. Scheduled information 22 c. Setting diagrams 23 d. Actual shopwork manufacturing instructions 24 e. Custom templates 25 f. Special wiring diagrams 26 g. Coordination drawings 27 h. Individual system or equipment inspection and test reports including: 28 1) Performance curves and certifications 29 i. As applicable to the Work 30 2. Details 31 a. Relation of the various parts to the main members and lines of the structure 32 b. Where correct fabrication of the Work depends upon field measurements 33 1) Provide such measurements and note on the drawings prior to submitting 34 for approval. 35 G. Product Data 36 1. For submittals of product data for products included on the City's Standard Product 37 List, clearly identify each item selected for use on the Project. 38 2. For submittals of product data for products not included on the City's Standard 39 Product List, submittal data may include, but is not necessarily limited to: 40 a. Standard prepared data for manufactured products (sometimes referred to as 41 catalog data) 42 1) Such as the manufacturer's product specification and installation 43 instructions 44 2) Availability of colors and patterns 45 3) Manufacturer's printed statements of compliances and applicability CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 4) Roughing -in diagrams and templates 2 5) Catalog cuts 3 6) Product photographs 4 7) Standard wiring diagrams 5 8) Printed performance curves and operational -range diagrams 6 9) Production or quality control inspection and test reports and certifications 7 10) Mill reports 8 11) Product operating and maintenance instructions and recommended 9 spare -parts listing and printed product warranties 10 12) As applicable to the Work 11 H. Samples 12 1. As specified in individual Sections, include, but are not necessarily limited to: 13 a. Physical examples of the Work such as: 14 1) Sections of manufactured or fabricated Work 15 2) Small cuts or containers of materials 16 3) Complete units of repetitively used products color/texture/pattern swatches 17 and range sets 18 4) Specimens for coordination of visual effect 19 5) Graphic symbols and units of Work to be used by the City for independent 20 inspection and testing, as applicable to the Work 21 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 22 be fabricated or installed prior to the approval or qualified approval of such item. 23 1. Fabrication performed, materials purchased or on -site construction accomplished 24 which does not conform to approved shop drawings and data is at the Contractor's 25 risk. 26 2. The City will not be liable for any expense or delay due to corrections or remedies 27 required to accomplish conformity. 28 3. Complete project Work, materials, fabrication, and installations in conformance 29 with approved shop drawings, applicable samples, and product data. 30 J. Submittal Distribution 31 1. Electronic Distribution 32 a. Confirm development of Project directory for electronic submittals to be 33 uploaded to City's Buzzsaw site, or another external FTP site approved by the 34 City. 35 b. Shop Drawings 36 1) Upload submittal to designated project directory and notify appropriate 37 City representatives via email of submittal posting. 38 2) Hard Copies 39 a) 3 copies for all submittals 40 b) If Contractor requires more than 1 hard copy of Shop Drawings 41 returned, Contractor shall submit more than the number of copies listed 42 above. 43 c. Product Data 44 1) Upload submittal to designated project directory and notify appropriate 45 City representatives via email of submittal posting. 46 2) Hard Copies 47 a) 3 copies for all submittals CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway hnprovements Project No. 101119 01 33 00 - 5 SUBMITTALS Page 5 of 8 I d. Samples 2 1) Distributed to the Project Representative 3 2. Hard Copy Distribution (if required in lieu of electronic distribution) 4 a. Shop Drawings 5 1) Distributed to the City 6 2) Copies 7 a) 8 copies for mechanical submittals 8 b) 7 copies for all other submittals 9 c) If Contractor requires more than 3 copies of Shop Drawings returned, 10 Contractor shall submit more than the number of copies listed above. I 1 b. Product Data 12 1) Distributed to the City 13 2) Copies 14 a) 4 copies 15 c. Samples 16 1) Distributed to the Project Representative 17 2) Copies 18 a) Submit the number stated in the respective Specification Sections. 19 3. Distribute reproductions of approved shop drawings and copies of approved 20 product data and samples, where required, to the jab site file and elsewhere as 21 directed by the City. 22 a. Provide number of copies as directed by the City but not exceeding the number 23 previously specified. 24 K. Submittal Review 25 1. The review of shop drawings, data and samples will be for general conformance 26 with the design concept and Contract Documents. This is not to be construed as: 27 a. Permitting any departure from the Contract requirements 28 b. Relieving the Contractor of responsibility for any errors, including details, 29 dimensions, and materials 30 c. Approving departures from details furnished by the City, except as otherwise 31 provided herein 32 2. The review and approval of shop drawings, samples or product data by the City 33 does not relieve the Contractor from his/her responsibility with regard to the 34 fulfillment of the terms of the Contract. 35 a. All risks of error and omission are assumed by the Contractor, and the City will 36 have no responsibility therefore. 37 3. The Contractor remains responsible for details and accuracy, for coordinating the 38 Work with all other associated work and trades, for selecting fabrication processes, 39 for techniques of assembly and for performing Work in a safe manner. 40 4. If the shop drawings, data or samples as submitted describe variations and show a 41 departure from the Contract requirements which City finds to be in the interest of 42 the City and to be so minor as not to involve a change in Contract Price or time for 43 performance, the City may return the reviewed drawings without noting an 44 exception. 45 5. Submittals will be returned to the Contractor under 1 of the following codes: 46 a. Code 1 CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 33 00 - 6 SUBMITTALS Page 6 of 8 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 2 comments on the submittal. 3 a) When returned under this code the Contractor may release the 4 equipment and/or material for manufacture. 5 b. Code 2 6 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 7 the notations and comments IS NOT required by the Contractor. 8 a) The Contractor may release the equipment or material for manufacture; 9 however, all notations and comments must be incorporated into the 10 final product. 11 c. Code 3 12 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 13 assigned when notations and comments are extensive enough to require a 14 resubmittal of the package. 15 a) The Contractor may release the equipment or material for manufacture; 16 however, all notations and comments must be incorporated into the 17 final product. 18 b) This resubmittal is to address all comments, omissions and 19 non -conforming items that were noted. 20 c) Reuubmittal is to be received by the City within 15 Calendar Days of 21 the date of the City's transmittal requiring the resubmittal. 22 d. Code 4 23 1) "NOT APPROVED" is assigned when the submittal does not meet the 24 intent of the Contract Documents. 25 a) The Contractor must resubmit the entire package revised to bring the 26 submittal into conformance. 27 b) It may be necessary to resubmit using a different manufacturer/vendor 28 to meet the Contract Documents. 29 6. Resubmittals 30 a. Handled in the same manner as first submittals 31 1) Corrections other than requested by the City 32 2) Marked with revision triangle or other similar method 33 a) At Contractor's risk if not marked 34 b. Submittals for each item will be reviewed no more than twice at the City's 35 expense. 36 1) All subsequent reviews will be performed at times convenient to the City 37 and at the Contractor's expense, based on the City's or City 38 Representative's then prevailing rates. 39 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 40 all such fees invoiced by the City. 41 c. The need for more than 1 resubmission or any other delay in obtaining City's 42 review of submittals, will not entitle the Contractor to an extension of Contract 43 Time, 44 7, Partial Submittals 45 a. City reserves the right to not review submittals deemed partial, at the City's 46 discretion. 47 b. Submittals deemed by the City to be not complete will be returned to the 48 Contractor, and will be considered "Not Approved" until resubmitted. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECMICATION DOCUMENTS Revised December 20, 2012 Project No, 101 119 013300-7 SUBMITTALS Page 7 of 8 1 c. The City may at its option provide a list or mark the submittal directing the 2 Contractor to the areas that are incomplete. 3 8. If the Contractor considers any correction indicated on the shop drawings to 4 constitute a change to the Contract Documents, then written notice must be 5 provided thereof to the City at least 7 Calendar Days prior to release for 6 manufacture. 7 9. When the shop drawings have been completed to the satisfaction of the City, the 8 Contractor may carry out the construction in accordance therewith and no further 9 changes therein except upon written instructions from the City. 10 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 11 following receipt of submittal by the City. 12 L. Mock ups 13 1. Mock Up units as specified in individual Sections, include, but are not necessarily 14 limited to, complete units of the standard of acceptance for that type of Work to be 15 used on the Project. Remove at the completion of the Work or when directed. 16 M. Qualifications 17 1. If specifically required in other Sections of these Specifications, submit a P.E. 18 Certification for each item required. 19 N. Request for Information (RFI) 20 1. Contractor Request for additional information 21 a. Clarification or interpretation of the contract documents 22 b. When the Contractor believes there is a conflict between Contract Documents 23 c. When the Contractor believes there is a conflict between the Drawings and 24 Specifications 25 1) Identify the conflict and request clarification 26 2. Use the Request for Information (RFI) form provided by the City. 27 3. Numbering of RFI 28 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 29 increasing sequentially with each additional transmittal. 30 4. Sufficient information shall be attached to permit a written response without further 31 information. 32 5. The City will log each request and will review the request. 33 a. If review of the project information request indicates that a change to the 34 Contract Documents is required, the City will issue a Field Order or Change 35 Order, as appropriate. 36 1.5 SUBMITTALS [NOT USED] 37 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 38 1.7 CLOSEOUT SUBMITTALS [NOT USED] 39 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 40 1.9 QUALITY ASSURANCE [NOT USED] 41 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT' WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Greal Southwest Parkway Improvements Project No. 101119 013300-8 SUBMITTALS Page 8 of 8 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CiPY OF FORT WORTH Orcat Southwest Parkway Improvements STANDARD CONSTRUCTION SPY, CIFTCATION DOCUMENTS Revised December 20, 2012 Project No. 101 119 1 2 3 PARTIF GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of S SECTION 01 3513 SPECIAL PROJECT PROCEDURES A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking 1. Coordination with North Central Texas Council of Governments Clean Construction Specification [remove if not required B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 ] 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the fight -of -way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 0135 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 3. Equipment operating within 10 feet of high voltage lines will require the following 2 safety features 3 a. Insulating cage -type of guard about the boom or arm 4 b. Insulator links on the lift hook connections for back hoes or dippers 5 c. Equipment must meet the safety requirements as set forth by OSHA and the 6 safety requirements of the owner of the high voltage lines 7 4. Work within 6 feet of high voltage electric lines 8 a. Notification shall be given to: 9 1) The power company (example: ONCOR) 10 a) Maintain an accurate log of all such calls to power company and record 11 action taken in each case. 12 b. Coordination with power company 13 1) After notification coordinate with the power company to: 14 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 15 lower the lines 16 c. No personnel may work within 6 feet of a high voltage line before the above 17 requirements have been met. 18 C. Confined Space Entry Program 19 1. Provide and follow approved Confined Space Entry Program in accordance with 20 OSHA requirements. 21 2. Confined Spaces include: 22 a. Manholes 23 b. All other confined spaces in accordance with OSHA's Permit Required for 24 Confined Spaces 25 D. Air Pollution Watch Days 26 1. General 27 a. Observe the following guidelines relating to working on City construction sites 28 on days designated as "AIR POLLUTION WATCH DAYS". 29 b. Typical Ozone Season 30 1) May 1 through October 31. 31 c. Critical Emission Time 32 1) 6:00 a.m. to 10:00 a.m. 33 2. Watch Days 34 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 35 with the National Weather Service, will issue the Air Pollution Watch by 3:00 36 p.m. on the afternoon prior to the WATCH day. 37 b. Requirements 38 1) Begin work after 10:00 a.m. whenever construction phasing requires the 39 use of motorized equipment for periods in excess of 1 hour. 40 2) However, the Contractor may begin work prior to 10:00 a.m. if: 41 a) Use of motorized equipment is less than 1 hour, or 42 b) If equipment is new and certified by EPA as "Low Emitting", or 43 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 44 alternative fuels such as CNG. 45 E. TCEQ Air Permit 46 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 013513-4 SPECIAL. PROJECT PROCEDURES Page 4 of 8 1 F. Use of Explosives, Drop Weight, Etc. 2 1. When Contract Documents permit on the project the following will apply: 3 a. Public Notification 4 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 5 prior to commencing. 6 2) Minimum 24 hour public notification in accordance with Section 01 31 13 7 G. Water Department Coordination 8 1. During the construction of this project, it will be necessary to deactivate, for a 9 period of time, existing lines. The Contractor shall be required to coordinate with 10 the Water Department to determine the best times for deactivating and activating 11 those lines. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25, b. if needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. H. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, 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: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 I. Public Notification of Temporary Water Service Interruption during Construction 2 1. In the event it becomes necessary to temporarily shut down water service to 3 residents or businesses during construction, prepare and deliver a notice or flyer of 4 the pending interruption to the front door of each affected resident. 5 2. Prepared notice as follows: 6 a. The notification or flyer shall be posted 24 hours prior to the temporary 7 interruption. 8 b. Prepare flyer on the contractor's letterhead and include the following 9 information: 10 1) Name of the project 11 2) City Project Number 12 3) Date of the interruption of service 13 4) Period the interruption will take place 14 5) Name of the contractor's foreman and phone number 15 6) Name of the City's inspector and phone number 16 c. A sample of the temporary water service interruption notification is attached as 17 Exhibit B. 18 d. Deliver a copy of the temporary interruption notification to the City inspector 19 for review prior to being distributed. 20 e. No interruption of water service can occur until the flyer has been delivered to 21 all affected residents and businesses. 22 f. Electronic versions of the sample flyers can be obtained from the Project 23 Construction Inspector. 24 J. Coordination with United States Army Corps of Engineers (USACE) 25 1. At locations in the Project where construction activities occur in areas where 26 USACE permits are required, meet all requirements set forth in each designated 27 permit. 28 K. Coordination within Railroad Permit Areas 29 1. At locations in the project where construction activities occur in areas where 30 railroad permits are required, meet all requirements set forth in each designated 31 railroad permit. This includes, but is not limited to, provisions for: 32 a. Flagmen 33 b. Inspectors 34 c. Safety training 35 d. Additional insurance 36 e. Insurance certificates 37 £ Other employees required to protect the right-of-way and property of the 38 Railroad Company from damage arising out of and/or from the construction of 39 the project. Proper utility clearance procedures shall be used in accordance 40 with the permit guidelines. 41 2. Obtain any supplemental information needed to comply with the railroad's 42 requirements. 43 3. Railroad Flagmen 44 a. Submit receipts to City for verification of working days that railroad flagmen 45 were present on Site. 46 L. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of S 1 1. Use acceptable measures to control dust at the Site. 2 a. if water is used to control dust, capture and properly dispose of waste water. 3 b. If wet saw cutting is performed, capture and properly dispose of slurry. 4 M. Employee Parking 5 1. Provide parking for employees at locations approved by the City. 6 N. Coordination with North Central Texas Council of Governments (NCTCOG) Clean 7 Construction Specification 8 1. Comply with equipment, operational, reporting and enforcement requirements set 9 forth in NCTCOG's Clean Construction Specification. 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS ]NOT USED] 19 PART 3 - EXECUTION [NOT USED] 20 21 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH Great Southwest Parkway Irnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 Oi3513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 ' W W = ® qw 0 ' ®W ■i N Wl ® ! W ■i W W 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF PORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT [ TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (8` 7) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 0135 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 I EXHIBIT B 2 4 PORTWORTH of": DOE NO. }L]6:xx NOTICE OF TEMPORARY WATER SERVICE II TERRUPT[OH DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL. BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL - MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Great Southwest Parkway huprovernents STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised December 20, 2012 Project No. 101119 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 -- General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in Iieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE f NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION Revision Log I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 ---- General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised fitly 1, 2011 Great Southwest Parkway Inprovements Project No. 101119 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 1) Contact City 1 week before water for construction is desired 2 d. Contractor Payment for Construction Water 3 1) Obtain construction water meter from City for payment as billed by City's 4 established rates. 5 3. Electricity and Lighting 6 a. Provide and pay for electric powered service as required for Work, including 7 testing of Work. 8 1) Provide power for lighting, operation of equipment, or other use. 9 b. Electric power service includes temporary power service or generator to 10 maintain operations during scheduled shutdown. 11 4. Telephone 12 a. Provide emergency telephone service at Site for use by Contractor personnel 13 and others performing work or furnishing services at Site. 14 5. Temporary Heat and Ventilation 15 a. Provide temporary heat as necessary for protection or completion of Work. 16 b. Provide temporary heat and ventilation to assure safe working conditions. 17 B. Sanitary Facilities 18 1. Provide and maintain sanitary facilities for persons on Site. 19 a. Comply with regulations of State and local departments of health. 20 2. Enforce use of sanitary facilities by construction personnel at job site. 21 a. Enclose and anchor sanitary facilities. 22 b. No discharge will be allowed from these facilities. 23 c. Collect and store sewage and waste so as not to cause nuisance or health 24 problem. 25 d. Haul sewage and waste off -site at no less than weekly intervals and properly 26 dispose in accordance with applicable regulation. 27 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 28 4. Remove facilities at completion of Project 29 C. Storage Sheds and Buildings 30 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 31 above ground level for materials and equipment susceptible to weather damage. 32 2. Storage of materials not susceptible to weather damage may be on blocks off 33 ground. 34 3. Store materials in a neat and orderly manner. 35 a. Place materials and equipment to permit easy access for identification, 36 inspection and inventory. 37 4. Equip building with lockable doors and lighting, and provide electrical service for 38 equipment space heaters and heating or ventilation as necessary to provide storage 39 environments acceptable to specified manufacturers. 40 5. Fill and grade site for temporary structures to provide drainage away from 41 temporary and existing buildings. 42 6. Remove building from site prior to Final Acceptance. 43 D. Temporary Fencing 44 1. Provide and maintain for the duration or construction when required in contract 45 documents CITY OF FORT WORTH Great Southwest Parkway huprovenents STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 E. Dust Control 2 1. Contractor is responsible for maintaining dust control through the duration of the 3 proj ect. 4 a. Contractor remains on -call at all times 5 b. Must respond in a timely manner 6 F. Temporary Protection of Construction 7 1. Contractor or subcontractors are responsible for protecting Work from damage due 8 to weather. 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE INOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS [NOT USED] 18 PART 3 - EXECUTION [NOT USED] 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. Temporary Facilities 24 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH Great Southwest Parkway Luprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 01 5000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] 1 [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101 119 015526-1 STREET USE PEI? MIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 General Requirements 15 3. Section 34 71 13 —Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101 I 19 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improv(,immts Project No. 101119 01 55 2G - 3 STREET USE, PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Project No. 101 119 01 57 13 - 1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 01 5713 2 STORM WATER POLLUTION PREVENTION 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 --- Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20I I Great Southwest Parkway I nprovernents Project No. 101119 015713-2 STORM WATER POLLUTION PREV1 NTION Page 2 of 3 1 1. Contractor is responsible for resolution and payment of any fines issued associated 2 with compliance to Stormwater Pollution Prevention Plan. 3 B. Construction Activities resulting in: 4 1. Less than 1 acre of disturbance 5 a. Provide erosion and sediment control in accordance with Section 3125 00 and 6 Drawings. 7 2. 1 to less than 5 acres of disturbance 8 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 9 Permit is required 10 b. Complete SWPPP in accordance with TCEQ requirements 11 1) TCEQ Small Construction Site Notice Required under general permit 12 TXR 150000 13 a) Sign and post at job site 14 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 15 Transportation and Public Works, Environmental Division, (817) 392- 16 6088. 17 2) Provide erosion and sediment control in accordance with: 18 a) Section 3125 00 19 b) The Drawings 20 c) TXR150000 General Permit 21 d) SWPPP 22 e) TCEQ requirements 23 3. 5 acres or more of Disturbance 24 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 25 Permit is required 26 b. Complete SWPPP in accordance with TCEQ requirements 27 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 28 a) Sign and post at jab site 29 b) Send copy to City Department of Transportation and Public Works, 30 Environmental Division, (817) 392-6088. 31 2) TCEQ Notice of Change required if making changes or updates to NOl 32 3) Provide erosion and sediment control in accordance with: 33 a) Section 3125 00 34 b) The Drawings 35 c) TXR150000 General Permit 36 d) SWPPP 37 e) TCEQ requirements 38 4) Once the project has been completed and all the closeout requirements of 39 TCEQ have been met a TCEQ Notice of Termination can be submitted. 40 a) Send copy to City Department of Transportation and Public Works, 41 Environmental Division, (817) 392-6088. 42 1.5 SUBMITTALS 43 A. SWPPP 44 1. Submit in accordance With Section 01 33 00, except as stated herein. 45 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 46 as follows: 47 1) 1 copy to the City Project Manager CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised ]uly 1, 2011 Project No. 101119 1 2 3 4 5 5 7 9 10 12 13 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 14 PART 3 - EXECUTION [NOT USED] 15 15 M END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 01 58 13- 1 TEMPORARY PROJECT SIGNAGE Page 1 0r3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES INOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. I01119 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 1. Provide free standing Project Designation Sign in accordance with City's Standard 2 Details for project signs. 3 B. Materials 4 1. Sign 5 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] to 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 A. General 14 1. Provide vertical installation at extents of project. 15 2. Relocate sign as needed, upon request of the City. 16 B. Mounting options 17 a. Skids 18 b. Posts 19 c. Barricade 20 3.5 REPAIR / RESTORATION [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 39 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE 29 A. General 30 1. Maintenance will include painting and repairs as needed or directed by the City. 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway huprovements Project No. 101119 01 58 13 -3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No. 101119 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 01 60 00 - 1 PRODUCT REQUIREMENTS Page 1 of 2 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I -- General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES ]NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resourccs102 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway I nproveinents Project No. 101119 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 7 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101119 01 66 00 - 1 PRODUCT STORAGE AND IIANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None, 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway huprovernents Project No. 101119 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIPICATI0N DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 10H 19 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 39 ADJUSTING INOT USED] 19 3.10 CLEANING INOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Great Southwest Parkway hnprovenients Project No. 101119 01 6600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Great Southwest Parkway hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 t Project No. 101119 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation I 1 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from I location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised November 22, 2016 Project No. 101119 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 a. Mobilization and Demobilization 2 1) Mobilization shall consist of the activities and cost on a Work Order basis 3 necessary for: 4 a) Transportation of Contractor's personnel, equipment, and operating 5 supplies to the Site for the issued Work Order. 6 b) Establishment of necessary general facilities for the Contractor's 7 operation at the Site for the issued Work Order 8 2) Demobilization shall consist of the activities and cost necessary for: 9 a) Transportation of Contractor's personnel, equipment, and operating 10 supplies from the Site including disassembly for each issued Work 11 Order 12 b) Site Clean-up for each issued Work Order 13 c) Removal of all buildings or other facilities assembled at the Site for 14 each Work Oder 15 b. Mobilization and Demobilization do not include activities for specific items of 16 work for which payment is provided elsewhere in the contract. 17 4, Emergency Mobilizations and Demobilization for Miscellaneous Projects 18 a. A Mobilization for Miscellaneous Projects when directed by the City and the 19 mobilization occurs within 24 hours of the issuance of the Work Order. 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 — General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Mobilization and Demobilization 28 a. Measure 29 1) This Item is considered subsidiary to the various Items bid. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 are subsidiary to the various Items bid and no other compensation will be 33 allowed. 34 2. Remobilization for suspension of Work as specifically required in the Contract 35 Documents 36 a. Measurement 37 1) Measurement for this Item shall be per each remobilization performed. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" will be paid for at the unit 41 price per each "Specified Remobilization" in accordance with Contract 42 Documents. 43 c. The price shall include: 44 1) Demobilization as described in Section 1.1.A.2.a.I) 45 2) Remobilization as described in Section 1.1.A.2.a.2) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hnprovements Revised November 22, 2016 Project No. 101119 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00, 7 2) No payments will be made for standby, idle time, or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement' will be paid for at the unit 16 price per each "Work Order Mobilization" in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1. i .A.3.a.1) 21 2) Demobilization as described in Section 1.1.A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement' will be paid for at the unit 31 price per each "Work Order Emergency Mobilization" in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1, LAA.a) 36 2) Demobilization as described in Section 1.1.A.3.a.2) 37 d. No payments will be made for standby, idle time, or lost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised November 22, 2016 Project No. 101119 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.14 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 8 N i II►M41-MIXO1 130 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to Hake specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway hriprovements Revised November 22, 2016 Project No. 101119 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division a — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for "Construction Staking". 20 2) Payment for "Construction Staking" shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include, but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of "cut sheets" using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As -Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for "As -Built Survey". CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Great Southwest Parkway Improvements Project No. 101119 017123.2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for "Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as -built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey - The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As -built Survey —The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking — The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey `Field Checks" — Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 27 website) — 01 71 23.16.01— Attachment A —Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Great Southwest Parkway Improvements Project No. 101119 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 Attachment A — Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As -built Redline Drawing Submittal 7 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and scaled by Registered Professional Land 9 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as -built and completed redline drawing 12 submittal one (1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as -built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking ] 9 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities arc not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re -stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been Iost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re -stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Great Southwest Parkway Enprovements Project No. 101119 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of S 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested, to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it, as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances (as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As -Built Survey 18 1. Required As -Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as -built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as -built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as -built survey including the elevation and 31 location (and provide written documentation to the City) of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub -outs, dead-end lines 41 (5) Casing pipe (each end) and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines (non -gravity facilities) at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection, curvature, 47 etc. 48 3) Stormwater Not Applicable CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Great Southwest Parkway Improvements Project No. 101119 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as -built survey including the elevation and 2 location (and provide written documentation to the City) of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 11 e) Valves (gate, butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater Not Applicable 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 31 32 33 34 3.5 36 37 38 39 40 41 42 43 44 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2019 Great Southwest Parkway Improvements Project No. 101119 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. ,Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and, under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line, these facilities should be staked with an accuracy producing no 23 more than 0.05fl. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas, these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3. LA. 39 2. Vertical locations shall be established from a pre -established benchmark and 40 checked by closing to a different bench mark on the same datum, 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions, corrections and other pertinent data shall be logged for fixture reference. 44 CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Project No. 101119 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR / RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City, the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey "Field Check" of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD [OR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 310 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Great Southwest Parkway Improvements Project No. 101 119 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 9 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 254; revised action and Closeout submittal requirements; added acceptable depth [Measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Cheat Southwest Parkway hnprovenents STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Pro}cct No. 101119 FORT WORTH444 Section 017123.01 - Attachment Surrey Staling Standards February 201 L-\24517,0Oa-000Val7.719.000 GreaI SoUIhwest parkway & Alta View Street\Uaes�Projecl Manual�j - Pt llrnfnary�Great SW Pktwy\D - Qlv07•Geri era l Requiromertts\01 71 23.A5.01—Attij<hment k5urvey Sulking S�andatds'dou Page 1 of 29 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on ►XDOT right -of way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall he followed and if a discrepancy arises, the TXDOT manual shall prevail. (httr)://onlinemanuals.txdot eov/txdotmanuals/ess/ess.Ddfj If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII, Storm Staking Vill. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Does\Project Manual\1- Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 29 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 11. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS a POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC OR04 E SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\l- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\0171 23.16.01_Attachment A —Survey Staking Standards.docx Page 3 of 29 Marking Whiskers (feathers) 6" long Tacks (for markiniz hubs) 3/4" Ione IV. Surrey Equipment, Control, and Datuin Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.eov/itsolutions/G 5 Look for 'Zoning Maps'. Under'Layers' , expand Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. 11, A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete sanitary sewer, storm drain final grade, or anything that needs vertical aradina with a tolerance of 0.25' or less is allowed. ..,. ..,. ,.....-------- D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. —If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=0 C. Geoid model used, Example: GEOID12A E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\0171 23.16.01—Attachment A —Survey Staking Standards.docx Page 4 of 29 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983—StatePlane_Texas_North Central_FIPS 4202_Feet Projection: Lambert_ Conformal_ Conic Fa lse_Easting: 1968500.00000000 False —Northing: 65 61666.66666667 Central Meridian:-98,50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude —of —Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the. NAD83, TX North Central 4202 zone. See Preferred File !Naming Convention below F. Preferred Deliverable Format Axt csv dwg .job G. Preferred Data Format P,N,E,2,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 29 Example for a project that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv xample Control Stakes E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\017123.16.01_Attachment A Survey Staking Standards.docx Page 6 of 29 z 0 Ll� LL_ Y Q w Q CIO En z Lv Q I-- a Q W O 0CL LJ�J 101 C) -- - EL.. T100.00' - 6 ©. :m Dr IL C Uj I" z 1 0 < Li.l 'd 0 I— J ID � U a CP #1 N=5000.00 E=5000.00 �pj i.if 0 QfCZ) Q z 0 W J � Li Q X UJ ocC 0 O E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 29 V. Water Staking Standards A. Centerline Staking— Straight line Tangents I. Offset lath/stakes every 200' on even stations ll. Painted blue lath/stake only, no hub is required Ill. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VI1. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking -Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above Ill. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb ll. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main ll. RIM grades should only be provided if on plans E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Dots\Project Manual\1- Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 29 Example Water Stakes E:\2017.000A00\2017.719.000 Great Southwest Parkway & Alta View Street\Dots\Project Manual\1 - Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 29 z W } 17` O/s �- W/L 11 TA-2+0o C-162 J ��- 0 z 0 LL � W 7' Q/S �- W/L OU51 I STD:-1+72.a, x 1 1 �a 7yjl � W k IL s � 9 a r q F � 6 x E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 29 VI. Sanitary Sewer Staking A. Centerline Staking Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VI11. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or huh set with a whisker B. Centerline Staking— Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 29 Example Sanitary Sewer Stakes E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 29 Lx— LU Z lit 0 �2 oIs 5S srAr3+41n e. c .otr J 0 Wj r (I W Z 110 7' ors ss �UJ k II f- C-01 �5 t �_I pMQ�lj4: h� 3 3 h6f 2N 4 i 1.2 o/S oil 55 TA�U+O C-6�v> C-6� C-5� oil � irh jig b 0 LU 0 VII. Stour Sewer & InIeL StakinZ E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 29 A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans Ill. Stakes at every grade break IV. Cut sheets are required on all staking Optional. Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm [gain Inlets I. Staking distances should be measured from end of wing IL Standard 10' Inlet = 16.00' total length Ill. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor li. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans Example Storm Inlet Stakes E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Does\Project Manual\1- Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 29 FRONT (SIEE FACING h10 FLAGGING REQUIRED IN LIEU OF PM PAINIFD_I_A- n m 0 Ti 2 r 1 BACK z BACK (90r. FACING a.O.W.) (SEE-FATYIO F.GW.) M NNiICM R71N1 i OWE""" ID Or R IC "tip PC MT F EEING STAKED I q� ELEVATION y1 II INLET NATION .NUN M"410N e - (F NOWD ON PLANS) ICENTiFIES Q MDE T/C TO TOP OF CURB C7 I)ENT1FlES CP.ADE TO r1..CM34C 0IM11V MW Iv — IV BFC656ED 10 - fi Z�IAMW-M WWM_t tU' VIAW FRONT (51DE FACING QQ x �i Z r" z IDENT TES YMICi i!+ CND Or TIC WHO y BEING STAKED- O �I HU3 WITH TACK I 1 @Rqt i7F INLETLLq I I I _I 61 bI D BACK OF CURB � MICK OF CURB --- _____ :1�1NG'' :R '•t'.:;. ,+•.+ a.•'•• '.a - .I• .'.411NSr.•:'4:, ___ FLD%tINE FACE OF INLET FACE W RUT R-') JNE — —EDGE 0= PAVEMENT M F nF PA,;FMFW EWE OF PAVEMENT EGOE KSr pr1VrMENTw W E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project ManuaI\1- Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\01 71 23.16.01_Attachment A —Survey Staking Standards.docx Page 15 of 29 bill. Curb and Gutter Staking A. Centerline Staking— Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional. Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking— Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manua1\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 16 of 29 Example Curb & Gutter Stakes FRONT (SIDE FACING ) a O BACK IDINTI s aFFUTIs TO (SIDE FACING R.O.'N.) a" inr CLAD DR P/c FOR FACE OF QM FRONT (SIDE FACING q) a a FRONT ID¢NTIMS SUR Pe SIDE FACING � MINI OF 4URYATIME ( O 0 2 FRONT Q,I„ms m (SIDE FACING I$} PINT OF z r GINT 0 a N� 6c PT T a U � POINT #ji a/c III I III I III I p . T M gr QMESF BUM IS Q I I III I HUB Ex EVATiQN o + FMIUs NO aNT5 I ` 4 NO A AGCING I?FkJIJiRFD IN LIEU OF PINK FAfWTFD LATH I a ks� III 1f � f I ! TOP OF CURE �Y yf i j, BACK CF CURB Y-F� FACE OF CURB I I—-015 FLOKI NF FOGS OF PAVEMENT Example Guru & Gutter Stakes at Intersection E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 29 R �—Ilia i— 0 U. 10, d/s#V��P sTA-2+50 P r+o� �. IE w W i� m ~� 6 _ lot �'- - � ` - f'• 101 / 4/ c of rrcls�a WN At la Bann �e xave X� a a 9dfkY �Q 7t3F`6 o I a�Mr�o xv�� .ac i ca LUP f- 4 DL �bri E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 29 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Cate: Standard CitV Cut Sheet City Project Plumber: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO ELOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET DESCRIPTION PROP. STAKED -CUT + FILL -LT/+RT GRADE ELEV. E;\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 29 X. As -built Suwve� A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIs data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested); Manholes Top of pipe elevations every 250feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Prelim inary\Great SW Pkwy\B - Div 01-Generai Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 29 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND to notify the City. E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Dots\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 29 s SMd"X 'wl'npwraY 7 AJJ - a v y73roXd ALJ �l1i5A11&C .L9MA[b 3A3: ,m is.... .. .-. -- ..- .- .._-.. I E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\01 71 23.16.01—Attachment A —Survey Staking Standards.docx Page 22 of 29 I -- IrWLWIND AN IrVATFA 01K 6 L41' Y 'TM I:i 'i}rll f4;ruM ka: ] � i *7'-1 3TAPsyYW - eTWj. tPWID tMl CATE VILVK G ttED C" NVNI, F'j 5WM RMF I -MIX dCMLACiA trn � Fo-Yf"rM , kr5f'IFi7i Yww ItF .VtRl:Fxat'4 $13-tYfeL N-�efiapx52R s7'AL4 LnSr.�t4 +.hn.n.. I roffe I'Awi. -d f•Pik. I57k7lW a - RtF �Ndt7RA4� IEO ,„ 7r�3 FI! r€ vXrY�E 6.;'7PPwu199 E un I rj yr.F.01"'m TOW �"��re+liTax9PkY? flfV. ya*:9p ♦I.a.Y rrw-� / b I 11111 iA YB}l v r _ 'ej V -1r�-'± FxRsr.GYi7'P. V?tY£ VTioir'+lata� tit57i�{4 tar a Fll-°4'slfirltT. tse'l�lC7 C-)ctV �n]Ls7if..tE'e',i N�.lvll�bsa o::71s.:�� uc M* - IR Slt trmoa - IFIAVII IIII) 6r5t P fi t3t5r F ±}L.l,g'N1D SIt1YR hIfi'l.4VcR1:(3eh'd I-±P'C'YcTrf. i S/ tP i>e`IHXTFA Ft?F rk'ss;/Qj$L:Agl�l' !,'Y`Ci%li'C.$�� DOAirEG9' To ,[at137.1�."e.V F`2?- lu3.ia:t :z�{�,3rA'eri( ,"K6YOQWf s PRCTNS ED SEE SHUP OR E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 29 E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Prelim inary\Great SW Pkwy\B - Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 29 P rf 93604 Wwpom @ Rdv OfED W l03Wd AM ld-;NS P 1W 031fi md3a 93Kgs wolu+vs am a31aM $S LRff t@ 'a SAW I' 4 GE �g4um $ Iit Eb e f gg @ �6 4 q Ud < k¢ dg�` S 8 c Fg gg $B 9 R g V wi ss -dc)u o5-o V15 3Nn wim a' C ��IF 'F ,� RF ■A 14 I' /,d 4��gql�ng��5gb9pypqtpyy 01 [© M04 n' IRT r �L �• l� 41'�:` �J { + I� LL . { f #�'-?lase lag _ w�.•,_� •-� !-ii �eY41: i4pgl5 SIR. Standards.docx Page 25 of 29 ng Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM L 2 6946260,893 2296062.141 725,668 GV RIM�� 3 6946307.399 2296038.306 726,85 GV RIM c6a-b&, ft T k-,; 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM r t-) 6 6946190.528 2296022,721 722,325 FH "b i9�? � 7 6946136.012 2295992.115 719.449 WM RIM 8 6946002,267 2295919.133 713.331 WM RIM 9 6946003.056 2295933.418 713.652 CO RIM 10 6945984.677 2295880.52 711,662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.77 WM RIM 13 6945896.591 2295862.188 108.205 WM RIM �p U �'tf- 14 6945934.286 2295841.925 709,467 WM RIM 15 6945936.727 2295830,441 710.084CORIM CC%orvfti-,cY 16 6945835.678 2295799,707 707.774 SSMH RIM r 17 6945817.488 2295817.011 708,392 SSMH RIM 18 6945759.776 2795758.643 711.218 SSMH RIM A "/.b (SR 19 6945768.563 2295779.424 710.086 GV RIM 20 6945743,318 2295788.392 710.631 GV RIM 21 6945723.219 22957$4.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719,757 CO RIM r A-(-r F2041 .r-c- 16 25 6945571,059 229$655.195 727,514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM -ro 27 6945519,834 2295619.49 732.689 WM RIM r OP Y" 28 6945417.879 2295580,27 740.521 WM RIM 29 6945456,557 2295643.145 736.451 CO RIM L1 � TC � +�f 30 6945387,356 .2295597.101 740.756 GV RIM " f-I4F P L 1� 31 6945370,688 2295606,793 740.976 GV RIM 7 L 32 6945383.53 2295610.559 740.408 FH 33 6945321,228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 37 6945233.624 6945206.483 2295544.626 2295529.305 749.59 SSMH RIM 751.058 WM RIM�- {{-� 38 6945142,015 2295557.666 750.853 WM RIM > � 39 6945113,445 2295520,335 751,871 WM RIM �- 40 6945049.02 2295527,345 752.257 SSMH RIM y;✓ vF 41 6945041.024 2295552,675 751.79 WM RIM a 5 42 6945038.878 2295552,147 751.88 WM RIM 43 6945006.397 2295%8.135 752.615 WM RIM A".R 44 6944944.782 2295520.635 752.801 WM RIM_ 45 6944943.432 2295556,479 752,156 WM RIM 46 6944860,416 2295534,397 752.986 SSMH RIM E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Dots\Project Manua1\1- Preliminary\Great 5W Pkwy\B - Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 27 of 29 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. E:\2017.000.000\2017.719.000 Great Southwest Parkway & Alta View Street\Docs\Project Manual\1- Preliminary\Great SW Pkwy\B - Div 01-General Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 28 of 29 E:\2017.000.000\2017.719.000 Great Southwest pmrkwmy& Alta View StneetVDucsV`,ojec K4enuoK1 Pr Uminary\Gree SVVPkwy\B Div 01-Gwnera|Kwquinammnts\O17123.16.01_/tt chmeruA_SumoyStaNn8 Standando.docx Page Z9nf29 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1, Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES I5 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Projcct No. 101 119 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 31 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR I RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Aily 1, 2011 Great Southwest Parkway Improvements Project No. 101119 017423-3 CLEANING Page 3 of 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required. permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all Ioose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Great Southwest Parkway hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised July 1, 2011 Project No. 101119 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 0177 19- 1 CLOSEOUT REQUIREMENTS Page 1 of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES INOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 7423. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviscd July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORTWORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 017923-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1, None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x I 1 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 7s 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 c. Text: Manufacturer's printed data, or neatly typewritten d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. c. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 b. Provide logical sequence of instructions of each procedure. 2 5. Copy of each warranty, bond and service contract issued 3 a. Provide information sheet for City personnel giving: 4 1) Proper procedures in event of failure 5 2) Instances which might affect validity of warranties or bonds 6 C. Manual for Materials and Finishes 7 1. Submit 5 copies of complete manual in final form. 8 2. Content, for architectural products, applied materials and finishes: 9 a. Manufacturer's data, giving full information on products 10 1) Catalog number, size, composition 11 2) Color and texture designations 12 3) Information required for reordering special manufactured products 13 b. Instructions for care and maintenance 14 1) Manufacturer's recommendation for types of cleaning agents and methods 15 2) Cautions against cleaning agents and methods which are detrimental to 16 product 17 3) Recommended schedule for cleaning and maintenance 18 3. Content, for moisture protection and weather exposure products: 19 a. Manufacturer's data, giving full information on products 20 1) Applicable standards 21 2) Chemical composition 22 3) Details of installation 23 b. Instructions for inspection, maintenance and repair 24 D. Manual for Equipment and Systems 25 1. Submit 5 copies of complete manual in final form. 26 2. Content, for each unit of equipment and system, as appropriate: 27 a. Description of unit and component parts 28 1) Function, normal operating characteristics and limiting conditions 29 2) Performance curves, engineering data and tests 30 3) Complete nomenclature and commercial number of replaceable parts 31 b. Operating procedures 32 1) Start-up, break-in, routine and normal operating instructions 33 2) Regulation, control, stopping, shut -down and emergency instructions 34 3) Summer and winter operating instructions 35 4) Special operating instructions 36 c. Maintenance procedures 37 1) Routine operations 38 2) Guide to "trouble shooting" 39 3) Disassembly, repair and reassembly 40 4) Alignment, adjusting and checking 41 d. Servicing and lubrication schedule 42 1) List of lubricants required 43 e. Manufacturer's printed operating and maintenance instructions 44 f. Description of sequence of operation by control manufacturer 45 1) Predicted life of parts subject to wear 46 2) Items recommended to be stocked as spare parts 47 g. As installed control diagrams by controls manufacturer CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 h. Each contractor's coordination drawings 2 1) As installed color coded piping diagrams 3 i. Charts of valve tag numbers, with location and function of each valve 4 j. List of original manufacturer's spare parts, manufacturer's current prices, and 5 recommended quantities to be maintained in storage 6 k. Other data as required under pertinent Sections of Specifications 7 3. Content, for each electric and electronic system, as appropriate: 8 a. Description of system and component parts 9 1) Function, normal operating characteristics, and limiting conditions 10 2) Performance curves, engineering data and tests 11 3) Complete nomenclature and commercial number of replaceable parts 12 b. Circuit directories of panelboards 13 1) Electrical service 14 2) Controls 15 3) Communications 16 c. As installed color coded wiring diagrams 17 d. Operating procedures 18 1) Routine and normal operating instructions 19 2) Sequences required 20 3) Special operating instructions 21 e. Maintenance procedures 22 1) Routine operations 23 2) Guide to "trouble shooting" 24 3) Disassembly, repair and reassembly 25 4) Adjustment and checking 26 f. Manufacturer's printed operating and maintenance instructions 27 g. List of original manufacturer's spare parts, manufacturer's current prices, and 28 recommended quantities to be maintained in storage 29 h. Other data as required under pertinent Sections of Specifications 30 4. Prepare and include additional data when the need for such data becomes apparent 31 during instruction of City's personnel. 32 1.7 CLOSEOUT SUBMITTALS [NOT USED} 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE 35 A. Provide operation and maintenance data by personnel with the following criteria: 36 1. Trained and experienced in maintenance and operation of described products 37 2. Skilled as technical writer to the extent required to communicate essential data 38 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Great Southwest Parkway Improvements Project No. 101119 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION (NOT USED] 6 7 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31 /2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Project No. 101 119 017839-1 PROJECT RECORD DOCUMENTS Page I of 5 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised hdy 1, 2011 Project No. 101119 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 5 1 2. Accuracy of records shall be such that future search for items shown in the Contract 2 Documents may rely reasonably on information obtained from the approved Project 3 Record Documents. 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 5 information that the change has occurred. 6 4. Provide factual information regarding all aspects of the Work, both concealed and 7 visible, to enable future modification of the Work to proceed without lengthy and 8 expensive site measurement, investigation and examination. 9 1.10 STORAGE AND HANDLING 10 A. Storage and Handling Requirements 11 1. Maintain the job set of Record Documents completely protected from deterioration 12 and from loss and damage until completion of the Work and transfer of all recorded 13 data to the final Project Record Documents. 14 2. In the event of loss of recorded data, use means necessary to again secure the data 15 to the City's approval. 16 a. In such case, provide replacements to the standards originally required by the 17 Contract Documents. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 22 2.2 RECORD DOCUMENTS 23 A. Job set 24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 25 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 26 B. Final Record Documents 27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 28 the City 1 complete set of all Final Record Drawings in the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway hrvprovements Project No. 101119 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 MAINTENANCE DOCUMENTS 8 A. Maintenance of Job Set 9 1. Immediately upon receipt of the job set, identify each of the Documents with the 10 title, "RECORD DOCUMENTS - JOB SET". 11 2. Preservation 12 a. Considering the Contract completion time, the probable number of occasions 13 upon which the job set must be taken out for new entries and for examination, 14 and the conditions under which these activities will be performed, devise a 15 suitable method for protecting the job set. 16 b. Do not use the job set for any purpose except entry of new data and for review 17 by the City, until start of transfer of data to final Project Record Documents. 18 c. Maintain the job set at the site of work. 19 3. Coordination with Construction Survey 20 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 21 clearly mark any deviations from Contract Documents associated with 22 installation of the infrastructure. 23 4. Making entries on Drawings 24 a. Record any deviations from Contract Documents. 25 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 26 change by graphic line and note as required. 27 c. Date all entries. 28 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 29 e. In the event of overlapping changes, use different colors for the overlapping 30 changes. 31 5. Conversion of schematic layouts 32 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 33 ducts, and similar items, are shown schematically and are not intended to 34 portray precise physical layout. 35 1) Final physical arrangement is determined by the Contractor, subject to the 36 City's approval. 37 2) However, design of future modifications of the facility may require 38 accurate information as to the final physical layout of items which are 39 shown only schematically on the Drawings. 40 b. Show on the job set of Record Drawings, by dimension accurate to within 1 41 inch, the centerline of each run of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 01 78 39 , 4 PROJECT RECORD DOCUMENTS Page 4 of 5 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] 40 END OF SECTION CPI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 01 78 39 - 5 PROJECT RECORD DOCUMENTS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CIIANGE CITY OF FORT WORTH Great Southwest Parkway hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Project No, 101119 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 33 11 14 STEEL PIPE AND FITTINGS 33 11 14-1 STEEL PIPE AND FITTINGS Page l of20 5 A. Section Includes: 6 1. Steel Pipe I6-inches and larger for potable water applications 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Revised Title by eliminating the word "buried". 9 2. Revised 1.1 A by eliminating the word "buried" and changing the size from. 24-inch 10 to 16-inch. 11 3- Deleted 1.10 A 3 a and c in reference to cement mortar coatings. 12 4. Revised 1.2 A 1 by changing referenced from Buried Steel Pipe to Steel Pipe' I3 5. Revised 1.2 A 2 by modifying the measurement and payment for steel fittings from 14 lump suln to subsidiary to the steel gipb. 15 6. Deleted 1.3 7 h with regard to reference of AW WA C222 for polyuietliane 16 coatings. 11 7. Revised 1.6 by deleting references to mortar lining and polyurethane coatings. 18 8. Revised 2.2 R 2 by changing requirements for polyurethane coating to epoxy 19 coating. 20 9. Revised 2.2 B 3 by changing requirements for cement mortar lining to epoxy lining. 21 10. Deleted 2.2 B 11, requirements for mortar linings. 22 11. Deleted 2.2 B 12, requirements for heat shrink sleeves. 23 12, Revised 2.2 C 1 e to address exposed pipe hanging on a bridge as opposed to buried 24 steel pipe as it relates to pipe design. 25 13. Deleted 2.2 C l g and h relating to buried steel pipe design. 26 14. Revised 2.2 C 2 by requiring all joints for tlae project to be welded and eliminating. 27 assumptions required for calculating thrust restraint. 28 15. Revised 2.2 C 3 by changing the nominal diameter to match the outside diameter 29 instead of the inside diameter. 30 16. Revised table in 2.2 C 4 c 2) from "Polyurethane Coated Steel" to "Epoxy Coated 31 Steel". 32 17. Deleted 2.2 C 9 c for rubber gasket joint. 33 18. Revised 2.2 C 10 for epoxy coatings and linings from polyurethane coating 34 requirements. 35 19. Revised 2.2 C 10 g for requirements of epoxy coatings and linings in lieu of 36 polyurethane coatings 37 20. Revised 2.4 B for testing requirements of epoxy coatings and linings in lieu of 38 cement mortar lining and polyurethane coating. 39 21. Deleted 2.4 C 2 regarding representatives of polyurethane coating manufacturer. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised July 1, 2011 0 3311 M - 2 13URIGD STEEL PILL AND rwrtNOs Page 2 or2II 1 22. Deleted 3A A 3-8 regarding installation in buried application. 2 23. Deleted 3.4 D I for rubber gasket joints. 3 24. Revised 3.4 D 2 d 4) for epoxy coating in lieu of polyurethane coating. 4 25, Deleted 3.4 l- regarding interior joint grouting. 5 26. Deleted 3.4 F, G, and H regarding buried application. 6 27. Revised 3.5 A regarding repair and field touch up of epoxy coatings. 7 28. Deleted 3.5 B regarding repair of cement mortar linings. 8 29. Revised 3.7 A regarding field quality control of coatings. 9 C. Related Specification Sections include, but are not Necessarily limited to-. 10 L Division 0 -- Bidding Requirements, Contract Forms, and Conditions of the I Contract 12 2. Division I — General Requirements 13 3. Section 33 01 31 -- Closed Circuit Television (CCTV) Inspection 14 4. Section 33 04 10 Joint Bonding and Electrical Isolation 15 5. Section 33 04 40 -- Cleaning and Acceptance Testing of Water Mains to 6. Section 33 05 10—Utility Trench Excavation, Embedment, and Backfill 17 1.2 PRICE AND PAY1V1'EI+IT PROCEDURES 18 A. Measurement and Payment P 1. Steel Pipe 20 a. Measurement 21 ]) Measured horizontally along the surface from center line to center line of 22 the fitting or appurtenance 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" will be paid for at the unit 26 price bid per linear foot of"Steel AWWA C200 Pipe" installed for: 27 a) Various sizes 28 b) Various type of backf Il 29 c. The price bid shalt include: 30 1) Furnishing and installing Steel Pipe with joints as specified by the 31 Drawings 32 2) Mobilization 33 3) Coating 34 4) Lining 35 5) Pavement removal 36 6) Excavation 37 7) Hauling 3$ 8) Disposal of excess material 39 9) Furnishing, placement and compaction of embedment 40 10) Thrust restraint 41 11) Bolts and nuts 42 12) Welding 43 13) Gaskets 44 14) rurnishing, placement and compaction of backfill 45 15) Clay dams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised July E. 201 t Project No. 101119 33 11 14 - 3 STEEL PIPE AND FITTINGS Page 3 of20 1 16) Clean-up 2 17) Cleaning 3 18) Disinfection 4 19) Testing 5 2. Buried Steel Pipe Fittings 6 7 a. Measurement 1) Measurement for this Item shall be by subsidiary to the price of the steel g pipe 9 10 b. Payment 1) 'Tlse work performed and materials furnished in accordance with this Item 11 and measured as provided under "Measurement' will be paid for subsidiary to 12 the price bid for "Steel Pipe" and will not be paid for separately. 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. American Architectural Manufacturers Association (AASIJTO). 19 3. American Society of Mechanical Engineers (ASME): 20 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250). 21 4. ANSI International (ASTM): 22 a. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PDI 23 Tensile Strength. 24 b. BI ]?,Standard Practice for Operating Salt Spray (Fog) Apparatus. 25 c. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 26 Steel. 27 d. C33, Standard Specifications for Concrete Aggregates. 28 e. C144, Standard Specification for Aggregate for Masonry Mortar. 29 f. C150, Standard Specification for Portland Cement. Made VYI 30 g. C21.6, Standard Specification for Facing Brick (Solid Masonry Units 31 from Clay or Shale). 32 h. D16, Standard Terminology for faint, Related Coatings, Materials, and 33 Applications. 34 i. D242, Standard Specification for Mineral biller for Bituminous Paving 35 36 Mixtures. j. DD522, Standard Test Methods for Mandrel Bend Test of Attached Organic 37 38 Coatings. k. D2240, Standard Test Method for Rubber Property-Durometer Hardness. 39 I. D4541, Standard Test Method for full -Off Strength of Coatings Using Portable 40 41 Adhesion Testers. m. El65, Standard Practice for Liquid Penetrant Examination for General Industry. 42 5, American Welding Society (AWS) ' 43 6. D 1. 1, Structure Welding Code - Steel. 44 7. American Water Works Association (AWWA): 45 a. C200, Steel Water Pipe - 6 Inches and Larger. Sol 46 b. C205, Cement Mortar Protective Lining and Coating for Steel Water Pipe 4 Ins 47 and Larger Shop -Applied. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.2011 0 Great Southwest Parkway Improvements Project No. 101119 33It 14-4 STEEL PIPE AND FITT) NGS Page 4 of 20 1 c. C206, Geld Welding of Steel Water Pipe. 2 d. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN 3 e. C208, Dimensions for Fabricated Steel Water Pipe Fittings. 4 f. C210, Liquid -Epoxy Coating Systems for the Interior and Exterior of Steel 5 Water Pipelines. 6 g. C216, Heat Shrinkable Cross -Linked Polyolefin Coatings for ilia Exterior of. 7 Special Sections, Connections, and Fittings for Steel Water Pipelines 8 h. M 11, Steel Pipe -A Guide for Design and Installation. 9 8. American Water Works Association/American National Standards Institute 10 (AW WA/ANSI): 11 a. CI I I/A21.1 I, Rubber -Gasket Joints far Ductile -Iron, Pressure Pipe and 12 Fittings. 13 9, International Organization for Standardization (ISO). 14 10. NACE International (NACE): 15 a. SP0188, Discontinuity (Holiday) Testing of New Protective Coatings on 16 Conductive Substrates. 17 11. NSF International (NSF): 18 a. 61, Drinking Water System Components - Health Effects. 19 12. Spray Polyurethane Foaln Alliance (SPFA). 20 13. Society for Protective Coatings (SSPC)/National Associate of Corrosion Engineers 21 (NACE) 22 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 23 b. SP 1, Solvent Cleaning. 24 c. SP 2, Hanel Tool Cleaning. 25 d. SP 3, Power Tool Cleaning. 26 14. Society for Protective Coatings/National Associate of Corrosion Engineers 27 (SSPC/NACE) 28 a. SP l01NACE No. 2, Near -White Blast Cleaning. 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUDMrITALS 31 A. Submittals shall be in accordance with Section 0133 00. 32 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 33 fabrication for specials. 34 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITi'ALS 35 A. Product Data 36 1. Exterior Coating 37 a. Material data 38 b, Application recommendations 39 c. Field touch-up procedures 40 2. Heat Shrink Sleeves, if applicable 41 a. Material data 42 b. Installation recommendations 43 3. Joint Wrappers, if applicable 44 a. Material data CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. I01 ] 19 Revised July 1. 2011 3311 14-5 STEEL PIPE AND FITTINGS Page 5 of 20 I b. Installation recommendations 2 4. Gaskets 3 B. Shop Drawings 4 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 5 Texas including: 6 a. Internal pressure 7 1) Maximum design pressure 8 2) Surge pressure 9 b. External pressure 10 1) Deflection I1 2) Buckling 12 3) Extreme loading conditions 13 C. Special physical loading such as supports or joint design 14 d. 'Thermal expansion and/or contraction 1S 16 17 18 19 20 21 22 -23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 2. Thrust restraint calculations for all fittings and valves including the restraint length sealed by a Licensed Professional Engineer in Texas to verify the restraint lengths shown in the Drawings. 3. Fabrication and lay drawings showing a schematic location with profile and a tabulated Iayout schedule that is sealed by a Licensed Professional Engineer in Texas and includes_. a. Pipe class b. Joint types c. Fittings d. Outlets e. Thrusst Restraint f Stationing (in accordance with the Drawings) g. Transitions h. Joint deflection i. Interior lining. j. Outlet locations for welding, ventilation, and access k. Welding requirements and provisions for thermal stress .control C. Certificates and Test Reports 1. Prior to shipment of the pipe, the pipe manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the pipe to be furnished complies with AWWA C200, AWWA C205, AWWA C210, and these Spec ifications. b. Copies of results of factory hydrostatic tests shall be provided to the Engineer. c. Mill certificates, including chemical and physical test results for each beat of steel. d. Certified test reports for welder certification for factory and field welds in accordance with AWWA C200, Section 4.11. e. Certified test reports for steel cylinder tests. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised July 1, 2011 1 1.7 CLOSEOUT SUBMITTALS (NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Qualifications 9 to Il 12 13 14 15 16 17 18 19 33 11 14-6 SIT.E.l. ]']Pr AND FITr1NGS Page 6 of 20 Manufacturers a. Shall be certified under ST.I+.A. or 1.S.0. quality certification program for steel pipe and accessory manufacturing b. Finished pipe shall be the product of 1 manufacturer. c. Pipe manufacturing. operations (pipe, lining and coatings) shall be performed under the control of the manufacturer. d. The pipe manufacturer shall not -have less than 5 years successful experience manufacturing pipe of the particular type and size indicated or demonstrate an experience record that is satisfactory to the Engineer and City. 1) This experience record Will be thoroughly investigated by the Engineer, and acceptance will be at the sole discretion of the Engineer and City. 2) Pipe manufacturing operations (pipe, fittings, lining, coating) shall be performed at i location, unless otherwise approved by the Engineer. e. Manufacture pipe in accordance with the latest revisions ofAWWA C20.0, AWWA C205, AWWA C210 and AWWA C222. 20 1.10 DELIVERY, STORAGE, AND HANDLING 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 A. Packing 1. Prepare pipe for shipment to: a. Afford maximum protection from normal hazard of transportation b. Allow pipe to reach project site in an undamaged condition 2. Pipe damaged in shipment shall not be delivered to the project site unless such damaged pipe is properly repaired. 3. After the completed pipe and fittings have been removed from the final cure at the manufacturing plant: a. Maintain covers over the pipe ends at all times until ready to be installed. 4. Pipes shall be carefully supported during shipment and storage. a. Pipe, fittings and specials shall be separated so that they do not bear against each other and the whole load shall be securely fastened to prevent movement in transit. b, Ship pipe on padded bunks with tie -down straps approximately over stalling. c. Store pipe on padded skids, sand or dirt berms, tiles or other suitable means to protect the pipe from damage. d. Each end of each length of pipe, fitting or special and the middle of each pipe joint shall be internally supported and braced with stulls to maintain a true circular shape. 1) Internal stulls shall consist of timber or steel firmly wedged and secured so that stulls remain in place during storage, shipment and installation. 2) Pipe shall be rotated so that I Stull remains vertical during storage, shipment and installation. 3) At a minimum, stulls shall be placed at each end and center. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised July 1. 2011 4 3311 Id-7 __.. Ij6■'�I STEEL PIPE AND 17117INGS. Page 7 of 20 I a) Additional dulls Inay be required depending upon the length of the 2 joints and pipe design. 3 4) Stalls shall not be removed until backfill operations are complete 4 (excluding final clean up), unless it can be demonstrated to the City's 5 satisfaction that removal of stulls will not adversely affect pipe installation. 6 B. Delivery, )dandling, and Storage 7 1. Once the first shipment of pipe has been delivered to the site, the Engineer and the g Contractor shall inspect the pipe's interior coating for excessive cracking. 9 2. If excessive cracking is found, the Contractor shall modify shipping procedures to 10 reduce or eliminate cracking. 11 3. Deliver, handle and store pipe in accordance with the manufacturer's 12 recommendations to protect coating systems. 13 4. Secure and maintain a Iodation to store the material in accordance with Section 01 14 6600. 15 1.11 FZLD CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER -]FURNISHED [NOT USED] 19 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 20 A. Manufacturers 21 1. Only the manufacturers as listed by the City's Standard Products List will be 22 considered as shown in Section 0160 00. 23 a. The manufacturer must comply with this Specification and related Sections. 24 2. Any product that is not listed on the Standard Products List is considered a 25 substitution and shall be submitted in accordance with Section 01 25 00. 26 B_ Materials 27 28 1. General a. Pipe shall be manufactured in accordance with the latest revisions of AWWA 29 C200, AWWA C205, AWWA C210 and AWWA C222. 30 b. All pipe lining material in contact with potable water shall meet the 31 requirements of NSF 61. 32 2, Exterior Epoxy Coating 33 34 a. For Pipe: 1) All pipe shall be shop primed with epoxy primer utilizing the systems and 35 surface preparation procedures described herein. 36 2) Epoxy coating shall meet the requirements of AWWA C210. 37 3) All epoxy coatings shall be by one manufacturer 38 4) Use a 3 coat system with a minimum total DFT of 9 mils consisting of the 39 40 following: a) I coat of Epoxy- Polyam i de primer (shop applied) — 2 tnils as 41 matufactured by one of the following: 42 (1) Tnemic —Series 66 CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised July 1.2011 33 11 14-8 STEEL PIPE AND rlT7'INGS J (2) SPage 8 of 20 2 hel•win-Willialtls- Copoxy Printer 3 (3) Inernational Paint, l.,LC - intergard 251 4 (4) ICI Devoe -- Devran 201 5 (5) Carboline - 893 6 (6) Ameron - Amerlock 400/2 7 b) 1 coat of EPDXY-Polyamide intermediate coat - 4 mils as manufactured 8 by one of the following; � (1) T1�emic -Series G6 10 (2) Sherwin-Williams - Macropoxy 646 Epoxy 11 (3) Inernational Paint, LLC - Intergard 475.14S 12 (4) ICI Devoe - Devran 224 HS 13 (5) Carboline - 890 14 (6) Ameron - Amercoat 395FD 15 C) 1 coat ofIJigh Build Acrylic Polyurethane Enamel - 3 rails as 16 manufactured by one of file following. Final color to- be.seleoted bythe 17 City: 19 (1) Tnelnic - Series 73 Endura-Shield 19 () Sherwin-Williams - Hi -Solids Polyurethane 20 (3) Inernational faint, LLC 87014S 21 (4) ICI Devoe -- Devthane 359 22 (5) Carboline -• 133HB 23 (6) Ameron - Amercoat 450H 24 5) The coating manufacturer shall have a minimum Of 5 years experience in the production of this -type coating. 25 3. Epoxy,Linings 26 a. All interior epoxy linings shall be shop -applied, 27 b. Shop -applied epoxy linings shall conform totherequirements of AWWA 28 C210. 29 c. All epoxy linings shall be from the same manufacturer. 3I. 30 d, Use a 3 coat system with a total DFT of 12 mils consisting of the following: 32 a) 1 coat of Epoxy-Polyalnide primer (shop applied) -- 2 mils as 33 manufactured by one of the following: 34 (1) Tnemic -Series 66 35 (2) Sherwin-Williams- Copoxy Primer 36 (3) Inernational paint, LLC - Intergard 251 37 (4) ICI Devoe Devran 201 38 (5) Carboline - 893 39 (6) Ameron -- Anrlerlock 400/2 40 b) 2 coats of Epoxy-polyalnide coating - 5 mils each coat as 41 manufactured by one of the following: 42 (1) Tnemic -Series 66 43 (2) Sherwin-Williams -- Macropoxy 646 Epoxy 44 (3) Inernational Paint, LLC •- Intergard 475HS 45 (4) ICI Devoe - Devran 224 HS 46 (5) Carboline - 890 47 4. Gaskets (6) Ameron - Amercoat 395FD 48 a. Isolation Flanges CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 33 11 14 - 9 STEEL PIPE AND Fin'1NGS Page 9 01`20 1 1) Flanges which are required by the drawings to be Isolation Flanges shall 2 conform to Section 33 04 10. 3 b. Class D Flanges 4 1) Fu I 1 face 5 2) Manufactured IrUC to shape from minimum 80 durometer SBR rubber stock 6 of a thickness not less than 1/8 inch 7 3) Virgin stock 8 4) Conforming to the physical and test requirements specified in 9 AWWA/ANSI Cl I I/A21.1 l 10 5) Finished gaskets shall have holes punched by the manufacturer and shall I I match the flange pattern in every respect. 12 6) Frayed cut edges resulting from job site gasket fabrication are not 13 acceptable. 14 7) Furnish Viton® Rubber gaskets hydrocarbon restraint gaskets, when 15 required. 16 c. Class 1~ Flanges 17 1) Full Face 18 2) 118-inch Nonasbestos gasket in accordance with AWWA. C207. 19 5. Bolts and Nuts 20 a. Flanged Ends 21 1) Meet requirements of AWWA C207. 22 2) Class D and E Flanges 23 a) For buried and non -buried applications, provide ASTM A193 Grade B7 24 Bolts and ASTM• 194 grade 2H Nuts. 25 6. Flange Coatings 26 a. Coatings for buried flanges shall be Densyl Tape system manufactured by 27 Carboline, consisting of Densyl Mastic, Densyl Paste, and Deilsyl Tape, or 28 approved equal. 29 7. Steel shall 30 a. Meet the requirements of AWWA C200 31 b. Be of continuous casting 32 c. Be homogeneous 33 d. Be suitable for field welding 34 e. Be fully kilned 35 f. Be fine austenitie grain size 36 8. Bend Fittings 37 a. Fabricate all fittings from hydrostatically tested pipe. 38 b. All bend fittings shall belong radius to permit easy passage of pipeline pigs. 39 9. Threaded Outlets 40 a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and 41 install brass bushings for the outlet size indicated. 42 10, Weld Lead Outlets 43 a. Use of threaded outlets for access for weld leads is permitted. 44 b. Additional outlet configurations shall be approved by the Engineer. 45 c. Outlets shall be welded after use. 46 C. Performance / Design Criteria 47 I _ Pipe Design CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 331114 -10 STt:EL PIPE AND Frr)7NGS 1 2 a. Paga I0OF20 Steel piPe shall be designed, 1))anUfactured and tested in conformance will) AWWA C200, AWWA M 11 3 4 and these Specifications. b. Sizes and pressure classes (working 5 c. For tl)e pillpose of pipe design, the ale sient pressure re piessure) shall ss workinshown g pressure shall be as indicated below, P G 7 (1• Fit, specials and dj the adjacent pipe. connections shall be designed for the saltle pressures as 8 9 10 e- Pepe design shall be based an exposed condition as shown ill the s and the design pressure in Accordance with AWWA 11 parameters: Ml 1; using the -following 12 1) Working Pressure = 150 psi 13 a) Test Pressure 14 15 (1) NO less than 1.25 minimum times tile stated working pressure (187 psi, minimum) of the 16 pipeline lneasured at the highest elevation along the test section. 17 18 (2) No less than l.S limes the stated working pressure (22S psi minimum) at the lowest elevation of the 1 test section. 2) Surge Allowance - 100 psi, minimurxe 20 21 a) Where Total Pressure (including surge) = l50 phi 100 psi = 250 psi f. 1.lttings and specials shall.be: 22 23 l) Designed in accordance with AWWA C208 and AWWA MI l except that crotch plates shall be used for outlet reinforcement 24 for all Pressure Diameter Values, PDV, greater than 6,000. 25 g, Field fabrication or cutting is. not allowed, unless othe City. rwise approved by the 26 27 2. Provisions for Thrust 28 a• All steel pipe joints shall be welded unless otherwise shown on the plans. 3. outside Diameter 29 30 31 a• The outside diameter, including the cement -mortar lining, shall be a minimurn of the nominal diameter of thpe specified, e Pipe Drawings. unless otherwise indi on. the 32 33 4. Wall Thickness 34 35 a. The minimum pipe wall steel thickness shall be as designed, but not less than 0.25 inches or pipe D/240, whichever is 36 greater for pipe and fittings, with no minus tolerance, where ID is the nominal inside pipe diameter, b. Where indicated on the Drawings 37 38 s g ,Pipe and fittings shall have thicker steel pipe 39 c• The minimum steel wall thickness shall also be such that the fiber stress shall not exceed: 40 41 1) 50 percent of the minimum yield strength of the steel for working and 42 43 pressure 2) 75 percent of the minimum yield strength of the steel at the maximum pressure (including 44 Q5 transient pressure), nor the following, at tile specified working pressure: EPi a T a Maxim erne Stress at E ox Coated Steel WO1'wrr Pressnr-e Mortar Coated Steel 23,000 psi NOT USGD CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 33 11 la- 11 STEEL PIPE. AND FITTINGS Page 11 or20 I 2 d. Pipe which is placed in casing or tunnel shall have a minimum pipe wall steel 3 thickness of 0.375 inches or pipe D/144, whichever is greater, where D is the 4 nominal pipe diameter. 5 e. Pipe, fittings and specials shall be designed such that the maximum stresses in 6 the pipe due to thrust loading will not exceed 18,000 psi. 7 5. Seams 8 a. Except for mill -type pipe, the piping shall be made from steel plates rolled into 9 cylinders or sections thereof with the longitudinal and girth seams butt welded 10 or shall be spirally formed and butt welded. I 1) There shall be not more than 2 longitudinal seams. 12 2) Girth seams shall be butt welded and shall not be spaced closer than 6. feet 13 except in specials and fittings. 14 6. Joint Length 13 a. Maximum joint length shall not exceed 50 feet. 16 b. Maximurri joint length of steel pipe installed in casing shall meet the project 17 requirements. 18 e. Manufactured random segments of pipe will not be permitted for straight runs L9 of pipe. 20 1) Closing piece segments, however, shall be acceptable. 21 7. joint Bonds, Insulated Connections and Flange Gaskets 22 a. Joint Bonds, Insulated Connection, and Flange Gaskets shall be in accordance 23 with Section 33 04 10. 24 8. Bend Fittings 25 a. All bend fittings shall belong radius to permit passage of pipeline pigs. 26 9. Pipe Ends 27 a. Pipe ends shall be. 28 1) Lap welded slip joints 29 2) Butt strap joint 30 3) Flanged joint 31 4) Flexible coupled joint 32 5) Roll groove gasket -joint 33 b. Pipe ends shall be welded or harnessed where indicated and as necessary to 34 resist thrust forces. 35 1) Thrust at bends adjacent to casing shall be restrained by casing. -welding joint 36 through the casing and a sufficient distance each side of the casing. 37 c. Lap Welded Slip Joint 38 1) Lap welded slip joint shall be provided in all locations for pipe larger than 39 24-inches and where joints are welded for thrust restraint. 40 2) Lap welded slip joints maybe welded from the inside or outside. 41 3) Ends of pipe, fittings and specials for [field welded joints shall be prepared 42 with l end expanded in order to receive a plain end making a bell and plain 43 end type of joint. 44 a) Clearance between the surfaces of lap joints shall not exceed IC$ inch at A5 any point around the periphery. 46 4) In addition to the provisions for a minimum lap of 1'/z inches as specified in 47 AWWA C200, the depth of bell shall be such as to provide far a minimum 48 distance of I inch between the weld and the nearest tangent of the bell radius 49 when welds are to be located on the inside of the pipe. Great Southwest Parkway Improvements CITY OF FORT WORTH Project No. 101 119 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1. 201l 31 11 14 - 12 STFFI. PIPF. AND FI I'INGS Page 12 of20 1 d. Fittings with Flanges 2 1) Flanged joints shall be provided at connections to valves and where 3 indicated on the Drawings. 4 2) lands to be fitted with slip-on flanges shall have the longitudinal or spiral 5 welds ground flush to accommodate the type of flanges provided. 6 3) Pipe flanges and welding of flanges to steel pipe shall conform to the 7 requirements, of AWWA C207 and AWWA C206. 8 4) .Pipe .flanges shall be of rated pressure equal to or greater than the adjacent 9 pipe class. 10 5) Flanges shall match the fittings or appurtenances which. are to be attached. 11 6) Flanges shall be Class E with 275 psi working pressure in accordance with 12 AWWA C207 and drilled in accordance with ASMEB16.1 Class 125 for 13 areas designated with a 225 test pressure, 14 7) When Isolation Flanges are required by the Drawings, Drillings shall I5 accommodate the required spacing, for mylar sleeves according to Section 33 16 04 10. 17 e. Flexible Couplings 18 1) Flexible couplings shall be provided where specified on the Drawings. 19 2) Ends to be joined by flexible couplings shall be: 20 a) Plain and type, prepared as stipulated in AWWA C200. 21 b) Welds on ends to be joined by couplings shall be ground flush to 22 permit slipping the coupling in at least 1 direction to clear the pipe joint. 23 c) Harness bolts and hugs shall comply with AWWA M11. 24 f. Butt Strap Closure Joints 25 1) Where necessary to make closure to pipe previously laid, closure joints 26 shall be installed using butt strap joints in accordance with AWWA C206 and 27 applicable provisiops of this Specification.. 28 10. Epoxy Coating and Linings 29 a. Applicator Qualifications 30 1) 'Equipment shall be certified by the coating manufacturer to meet the 31 requirements for: 32 a) Material mixing 33 b) Temperature control 34 c) Application rate 35 d) Ratio control for multi -part coatings 36 2) Equipment not meeting the written requirements of the coating 37 manufacturer shall be rejected for coating application until repairs or 38 replacement of the equipment is made to the satisfaction of the City. 39 3) Personnel responsible for the application of the coating system shall! 40 a) Provide certification of attendance at the coating manufacturer's 41 training class within the last 3 years 42 b) Be present during all coating application work and shall have 43 responsibility for controlling all aspects of the coating application 44 b. Surface Preparation 45 1) Remove visible oil, grease, dirt and contamination in accordance with 46 SSPC SP 1. 47 2) Remove surface imperfections Such as metal slivers, burrs, weld splatter, 48 gouges or delaminations in the metal by filing or grinding prior to abrasive 49 surface preparation. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101 119 Revised July 1. 2011 33 11 Id - 13 STEEL PIPE AND FITTINGS Page 13 of 20 1 3) In cold weather or when moisture collects on the pipe and the temperature 2 of the pipe is less than 45 degrees F, preheat pipe to a temperature between 45 3 and 90 degrees l: and 5 degrees F above dew point. 4 4) Clean pipe by abrasive blasting with a mixture of steel grit and shot to 5 produce the surface preparation cleanliness as required by coating 6 manufacturer and as specified. 7 a) Recycled abrasive shall be cleaned of debris and spent abrasive in an 8 air wash separator. 9 5) Blast media mixture and gradation shall be. adequate to achieve a sharp 10 angular Surface profile as required by coating manufacturer and to the I 1 minimum depth specified. 12 6) Protect prepared pipe from (tumidity, moisture and rain. 13 7) Keep pipe clean, dry and free of flash rust. 14 a) Remove all flash rust, imperfections or contamination on cleaned pipe 15 surface by mblasting prior to primer application. 16 8) Complete printing and coating of pipe in a continuous operation the salve. 17 day as surface preparation: 18 9) Abrasive blast exterior surfaces in accordance with SSPC SP 10INACE No. 19 2; to a near -white blast cleaning with a minimum 3.0 mil angular profile in 20 bare steel. 21 22 c. Equipment 1) 2-component, heated airless spray unit in accordance with coating 23 manufacturer's recommendation 24 d. Temperature 25 l) Minimum 5 degrees F above dew point temperature 26 a) The temperature of the surface shall not be less than 60 degrees F 27 during application. 28 29 e. Humidity 1) Heating of pipe surfaces maybe required to meet requirements of this 30 Section if relative humidity exceeds 80 percent. 31 32 f. Resin 1) Do not thin or mix resins; use as received. #� 33 2) Store resins at a temperature recommended by the coating manufacturer. 34 g. Application 35 1) Applicator shall be certified by the coating manufacturer and conform to 36 coating manufacturer's recommendations. 37 a) Thinning is not permitted. 38 39 2) Apply each coat per manufacturer's recommended instructions to achieve the minimum dry film thickness (DFT) as specified. 40 h. Recoating 41 1) Recoat only when coating has cured less than maximum time specified by 42 coating manufacturer. 43 2) When coating has cured for more than recoat time, brush -blast or 44 thoroughly sand the surface. 45 3) Blow -off cleaning using clean, dry, high pressure compressed air. 46 i. Curing 47 1) Do not handle pipe until coating has been allowed to cure, per 48 manufacturer's recommendations. ��1111 CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101] 19 Revised July 1, 2011 331114.14 STEEL PIPF AND F1T•riNGs Page 14 of 20 1 2.3 ACCESSORIES [NOT USE, 2 2.4 SOURCE QUALITX CONTROL 3 A. Marking for Identification 4 L For each joint of pipe and each fitting, plainly mark,on I end: 5 a. Class for which it is designated G b. Date of manufacturer 7 c. Identification number. 8 d. Top centerlines shall be marked on all specials 9 B. Factory Testing 10 1. Epoxy Lining and Coatings - Shop -applied epoxy linings and coatings shall be I t tested in accordance with AWWA C210. 12 C. Manufacturer's Technician for Pipe Installation 13 1. Pipe Manufacturer's Representative 14 a. If required by the Engineer or requested by the Contractor during construction, 15 the piPe•rnanufacturer, shall furnish the services of a factory trained, qualified, 16 job experienced technician to advise and instruct as necessary in pipe Dying and 17 pipe jointing. 18 1) The technician shall.assist and advise the Contractor in hig pipe laying 19 operations and shall instruct construction personnel in proper joint assembly 20 and joint inspection procedures, 21 2) The technician is not required to be on -site full tithe; however, the 22 technician shall be regularly on -site during the first 2 weeks of pipe laying 23 and thereafter as requested by the Engineer, City or Contractor. 24 D. Hydrostatic Pressure Testing 25 L Perform hydrostatic pressure testing in accordance with AWWA C200. 26 2, Hydrostatically test each joint.of pipe prior to application of lilliri9 or coating. 27 a. The internal test pressure shall be that which results in a fiber stress equal to 75 28 percent of the Minimum .yield strength of the steel used. 29 b. Each joint of pipe tested shall be completely watertight under maximum test 30 pressure. 31 c. Test pressure shall be held for sufficient time to observe the weld seams.- 32 d. Maintain a recording pressure gauge, reference number of pipe tested, etc, 33 1) The pipe shall be numbered in order that this information can be recorded. 34 3. Test fittings by: 35 a. Hydrostatic test 36 b. Magnetic particle test 37 c. Ultrasonic 38 d. Radiography 39 e. Dye penetrant test 40 E. City Testing and Inspection 41 1. Pipe may be subject to inspection at the manufacturer's facility by an independent 42 testing laboratory, which laboratory shall be selected and retained by the City. 43 a. Representatives of the City, City's laboratory, or the Engineer shall have access 44 to the work whenever it is in preparation or progress. 45 b. Pipe manufacturer shall provide proper facilities for access and for inspection. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised July 1, 2011 Project No. 101 119 3311 14- IS STEEL. PIPE AND FITTINGS Page 15 of20 I c. Pipe manufacturer shall notify the City in writing, a minimum of 2 weeks prior 2 to the pipe fabrication so that the City may advise the manufacturer as to the 3 City's decision regarding tests to be performed by an independent testing 4 laboratory. 5 d. Material, fabricated parts and pipe, which are discovered to be defective, or 6 which do not conform to the requirements of this Specification shall be subject 7 to rejection at any time prior to City's Final acceptance of the product. 8 2. The inspection and testing by the independent testing laboratory anticipates that 9 production of pipe shall be done over a normal period of time and without "slow 10 downs" or other abnormal delays. The pi}�e manufacturer shall coordinate their manufacturing schedule with the 12 Contractor and advise the Contractor of any changes in the schedule. 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 'INSTALLATION 18 A. General 19 1., Install steel pipe, fittings, specials and appurtenances as specified herein, as 20 specified in AWWA. MI 1, in accordance with the pipe manufacturer's 21 recommendations and as required for the proper functioning of the completed pipe 22 line- 23 2. Lay pipe to the lines and grades as indicated in the Drawings. 24 B. Pipe Handling 25 1. Maul and distribute pipe and fittings at the project site. 26 2. Handle pipe with care to avoid damage. 27 a. Pipe shall be handled at all times. with sufficient non-abrasive slings, belts.or 28 other equipment designed to prevent damage to the coating or Iining, 29 b. The spacing of pipe supports required to handle the pipe shall be adequate to 30 prevent cracking or damage to the lining or coating. 31 e. Inspect each joint of pipe and reject or repair any damaged pipe prior to 32 lowering into the trench. 33 d. The equipment shall be kept in such repair that its continued use is not injurious 34 to the coating. 35 e. Do not lay pipe in wet conditions. 36 3. At the close of each operating day: 37 a. Keep the pipe clean and free of debris, dirt, animals and trash -- during and after 38 the laying operation. 39 b. Effectively seal the open end of the pipe using a gasketed night cap. 40 C. Line Up at ,Bends 41 1. Line up pipe far joining so as to prevent damage thereto, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised July I, 2011 Project No. 101 119 STIXIPIPE AND;FM NGS 1 2 16 of2U a• "hor'oug111y clean the bell and spigot ends Of each 3 joint Of pipe of foreign ma(ter, "list and scale before I)lacilig spigot into bell. g 2. Where ahr•upt changes in 4 5 grade and direction occur, employ special slrop fabricated fittings for the purpose. 6 a. Field cutting the ends of the steel pipe to accomplish angular changes in grade or direction of the line shall not be 7 permitted. Pipe Laying 8 1 • Welded Joints 10 11 a• Weld joints in accordance with AWWA, C206. 1) Contractor shall 12 provide adequate ventilation for welders representative to observe we ids. and for City's 13 1 q 2) Welds shall be full chile fillet welds, unless otherwise specified, 3) Weldinh g sa11 be completed after application b• 15 I6 of field applied joint coating. Adequate provisions for reducing tern responsibility of the Contractor, perature stresses shall be the 17 c. After the pipe has been joined and properly aligned and prior io the start of the welding g procedure: 19 20 1) The spigot and bell shall be made essentially concentric by shimming or tacking to obtain clearance tolerance 21 around the periphery of the joint. 2) In no ease shall the clearance tolerance be Permitted to accumulate. d• Before welding; 23 1) Thoroughly clean pipe ends. 24 25 2) Weld pipe by machine or, by the manual shielded electric arc process. 1) Welding shall be 26 performed SO as not to damage lininng. `1) Cover `the epoxy coating / gor coatiprimer as necessary 27 28 to protect from weld splatter. e• Furnish labor, equipment, tools and supplies, including shielded type welding rod. 29 3 1) Protect welding rod from any deterioration prior to its use. 2) if any portion of a box 31 or carton Xland Welding is damaged, reject the entire box or carton. 32 33 1) The metal shall be deposited in successive layers. 2) Not ,more than 1/8 inch 34 of metal shall be deposited in each pass. 3) L-ach pass except the final I, whether in butt 35 36 or fillet welds, shall be thoroughly bobbed or peened to relieve shrinkage stresses and to remove dirt, slag or flux before the succeeding bead is 37 38 applied. 4) Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be 39 the weld. permitted to pile up in the center of 40 $) Undercutting along the side shall not be permitted. g Welds shall be free from 41 42 pin holes, non-rnetallic inclusions, air pockets, undercutting and/or any other defects. 43 44 h. If the ends Of tile pipe are laminated, split or damaged to the extent that satisfactory welding contact cannot be 45 46 obtained, remove the pipe from the 1' roe. 1• Furnish each welder employed with a steel stencil for marking the welds that t]Ie work of each 47 s welder may be identified. o j Have each welder stencil the pipe adjacent 48 to trim. to the weld with the stencil assigned 49 1) In the event any welder leaves the job, his stencil s11a du l11 b ie t d ' P a e 1f another welder is errrployed. a voided and not CITY OF FORT WORTH STANDARD CONSTRICTION SPECIFICATION DOCUMENTS Revised July 1, 2011 I i Great Southwest Parkway Improvements Project No. 10H 19 i 33 11 14 - 17 STEEL PIPE AND FITTINGS Page 17 or20 I t k. Welders 2 1) Use only competent, skilled and qualified workmen. { 3 a) Each welder employed by the Contractor shall be required to 4 satisfactorily pass a welding test in accordance with AWWA C206 before 5 being allowed to weld on the line. 6 b) After each welder has qualified in the preliminary tests referred to 7 above, inspections shall be made of joints in the line. 8 9 c) Any welder making defective welds shall not be allowed to continue to weld. I 10 3.5 REPAIR 11 A. Repair and Field Touchup of Epoxy Coating 12 L All repairs and held touch-up of epoxy coatings shall be per manufacturer's rw 13 14 recommended procedures. 2. Holidays 15 a. Remove all traces of oil, grease, dust, dirt and other debris. 16 17 b. Roughen area -to be patched by sanding with rough grade sandpaper (40 grit). c, Apply a coat of repair material as recommended by the manufacturer, 18 d. Work repair material into scratched surface by brushing or rolling in 19 accordance with manufacturer's recommendations. 20 e. Retest for Holiday, 21 3. Field Cuts or Large Damage 22 a. If in the opinion of the City the epoxy coating is excessively damaged, the pipe 23 segment will be rejected until the coating system is removed and replaced so 24 that the system is in a like -new eollidition. 25 3.6 RE -INSTALLATION [NOT USED] 26 3.7 FIELD QUALITY CONTROL 27 A. Field Tests and Inspections 28 1. Quality Control of Field Applied Epoxy Coating 29 a. Visual 30 1) Visually inspect cured coating to ensure that the coating is completely 31 cured with no blisters, cracks; pinholes, missed areas, excessive roughness, 32 33 "sticky" or "gooey" areas. 2) Check to ensure that the coating completely corers the steel and existing 34 coating. 35 b. Thickness 36 1) Use a magnetic dry film thickness (DFrT) gauge on cured coating to ensure 37 adequate thickness has been achieved according to SSPC PA 2. 38 a) I1'the thickness of the coating is below the minimum specified millage 39 anywhere along the length of the pipe, then adjustments must be made to 40 the spray system to correct the problem. 41 2) At a minimum, the thickness shall be measured for every 50 square feet of 42 sprayed area. 43 c. Holiday Testing 44 1) Holiday testing shall be performed using a high voltage holiday tester at 45 each joint no sooner than 1 hour after field application of epoxy coating. 46 d. Inspection at Welding Joints CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 IJ Great Southwest Parkway Improvements Project No. 101 l 1 9 33II14-18 S'rL u. PIPC AND Fr! -PINGS Fagc lKof'2t) 1) Any damage must be repaired. 2 2. Weld'1'esting 3 a. Dye 4 Y penetlant tests in accordance with ASTM .E165, or• magnetic particle test in 5 accordance with AWWA C206 and set forth in AWS D.1.1. shall be performed 6 by the Contractor under tite supervision and inspection of the City's Representative ar an independent testing laboratory, 8 1} Welds that are defective will be replaced or rpaired,lwhicltfull everdiis deemed necessary by the Engineer, at the Conlractor's expense. 10 2) If the Contractor disagrees with the Engineer's interpretation of welding 11 tests, test sections may be cut from the joint for pllysicaI testing. The 12 Contractor shall bear the expense of 13 repairing the joint, regardless of the 14 3) results of physical testing. The procedure for repairing the joint shall before proceeding. be approved by the Engineer 15 3. Deflection Testing 16 a: Prior to hydrostatic testing, the City's inspector shall Ferft?rm deflection 17 at a minimum rate of 1 measuren'dnt for every 2,500 linear feet of water 18 b. Ci testing lg tY may reject any areas trot meeting the deflection requirements of thislne. Speci rication, Ii 20 �3 4. Cleaning and Testing disiclfection, hydrostatic testing; and bacteriological iestin of 22 a. Cleaning, 23 mains;.g water 24 1) Clean, flush, pig, disinfect, hydrostatic test, and bacteriological water main as specified in Section 33 04 40: test the 26 25 5• Closed Circuit Television (CCTV) Inspection a. 27 Provide a Post -CCTV Inspection for wateaccordance with Section 33 01 31 r lines 24-inch and larger in 28 3.8 SYSTEPI STARTUP [NOT USED) 29 3.9 ADJUSTING [NOT USED) 30 3.10 CLEANING [NOT USED) 31 3.11 CLOSEOUT ACTMTMS [NOT USED] 32 3.12 PROTECTXON [NOT USEDI 33 3.13 MAINTENANCE [NOT USEDI 34 3.14 ATTACIMENTS [NOT -USE, DI 35 END O.1<' SECTION Revision Log DATE NAME SUMMARY OF CHANGE I • 9126/24 i 2 1�t•1E Revised Title by eliminating the word "buried". 2• Revised 1.1 A by eliminating tine word "buried" and changing the size from 24-inch to 16-inch. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. 101119 P 33 11 14 - 19 STEEL PIPE AND IlTrINGS Mtge 19 of 24 3. Deleted 1.10 A 3 a and c in reference to cement mortar coatings. 1. Revised 1.2 A 1 by changing referenced from Buried Steel Pipe to Steel Pipe >. Revised 1.2 A 2 by modifying the measurement and payment for steel fittings from lump sum to subsidiary to the steel pipe. i. Deleted 1.3 7 h With regard to reference of AWWA C222 for polyurethane coatings. '. Revised 1.6 by deleting references to mortar lining and polyurethane coatings. Revised 2.2 B 2 by changing requirements for polyurethane coating to epoxy coating. 1. Revised 2.2 B 3 by changing requirements for cement mortar lining to epoxy lining, 0. Deleted 2.2 B 11, requirements for mortar linings. l . Deietod 2,2 B 12, requirements for heat shrink sleeves. 2. Revised 2.2. C le to address exposed pipe hanging on a bridge as opposed to buried steel pipe as it relates to pipe design. 13. Deleted 2.2 C 1 g and h relating to buried steel pipe design. 14. Revised 2.2 C 2 by requiring all joints for the project to be welded and eliminating assumptions required for calculating thrust restraint. 15. Revised 2.2 C 3 by changing the nominal diameter to match the outside diameter instead of the inside diameter. 16. Revised table in 2.2 C 4 c 2) from "Polyurethane Coated Steel" to "Epoxy Coated Steel". 17. Deleted 2.2 C 9 c for rubber gasket joint, 18. Revised 2.2 C 10 for epoxy coatings and linings from polyurethane coating requirements. 19, Revised 2.2 C 10 g for requirement's of epoxy coatings and linings in lieu of polyurethane coatings 20, Revised 2.4 B for testing requirements of epoxy coatings and linings in lieu of cement mortar lining and polyurethane coating. 21. Deleted 2.4 C 2 regarding representatives of polyurethane coating manufacturer. M Deleted 3.4 A 3-8 regarding installation in buried application. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised July 1, 2011 33 1I l'l -" ' 'TF I, PIPr AND FI7'TINCJS Paige 20 of 20 Deleted 3.4 D I for rubber gasket joints. Revised 3.4 D 2 (l A) for epoxy coating in lieu of polyurethane coating. :5. Deleted 3.4 E regarding interior joint grouting. 6. Deleted 3.4 ,i', G, and H regarding buried application. 7. Revised 3.5 A regarding repair and Feld touch up of epoxy coatings. 8. Deleted 3.5 B regarding repair of cement mortar linings. 9. Revised 3.7 A regarding field quality control of coatings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Great Southwest Parkway Improvements Revised July 1, 2011 Project No. 101 1 19 333112-1 CURED IN PLACE PIPE (CIPP) Page 1 of 7 1 SECTION 33 31 12 2 CURED IN PLACE PIPE (CIPP) 3 PART1- GENERAL ., 9M-100105 /\ A I 5 A. Section Includes: 6 1. Cured in Place Pipe (CIPP) 6-inch through 60-inch for gravity sanitary sewer 7 rehabilitation 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 3.7,A.2 — Require air test as a field test. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 33 0130 Sewer and Manhole Testing 14 4. Section 33 0131 Closed Circuit Television (CCTV) Inspection 15 5. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 16 6. Section 33 04 50 Cleaning of Sewer Mains 17 7. Section 33 3150 — Sanitary Sewer Service Connections and Set -vice Line 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Cured in Place Pipe (CIPP) 21 a. Measurement 22 1) Measured horizontally along the surface from center line to center line of 23 the manhole or appurtenance 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" will be paid for at the unit 27 price bid per linear foot for "CIPP" installed for: 28 a) Various sizes 29 c. The price bid shall include: 30 1) Mobilization 31 2) Furnishing and installing CIPP as specified by the Drawings 32 3) Hauling 33 4) Disposal of excess material 34 5) Clean-up 35 6) Cleaning 36 7) Testing 37 2. Service Reconnection, CIPP 38 a. Measurement 39 1) Measurement for this Item shall be per each service reconnected. 40 b. Payment CITY OF FORT WORTH Little Fossil Creek Interceptor (M-292C) Improvements -Part 213 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101119 Revised December 20, 2012 3331 12 - 2 CURED IN PLACE PIPE (CIPP) Page 2 of 7 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price bid per each "Service Reconnection, CIPP". 4 c. The price bid shall include: 5 1) Mobilization 6 2) Furnishing and installing CIPP as specified by the Drawings 7 3) Hauling 8 4) Disposal of excess material 9 5) Clean-up 10 6) Cleaning 11 7) Testing 12 1.3 REFERENCES 13 A. Reference Standards 14 1. Reference standards cited in this Specification refer to the current reference 15 standard published at the time of the latest revision date logged at the end of this 16 Specification, unless a date is specifically cited. 17 2. American Association of State Highway and Transportation Officials (AASHTO). 18 3. ASTM International (ASTM): 19 a. D5813, Standard Specification for Cured -In -Place Thermosetting Resin Sewer 20 Piping Systems. 21 b. F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits 22 by the Inversion and Curing of a Resin -Impregnated Tube. 23 c. F1743, Standard Practice for Rehabilitation of Existing Pipelines and Conduits 24 by Pulled -in -Place Installation of Cured -in -Place Thermosetting Resin Pipe 25 (CIPP). 26 4. International Organization for Standardization (ISO): 27 a. 9000, Quality Management System - Fundamentals and Vocabulary. 28 5. Occupational Safety and Health Administration (OSHA). 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals shall be in accordance with Section 0133 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 34 A. Product Data 35 1. Flexible Liner (tube) 36 a. Tabular summary by sewer segment noting required CIPP thickness per section 37 2. Resin 38 a. Technical data sheet showing physical and chemical properties 39 b. Test results of chemical resisting testing performed by resin manufacturer 40 B. Shop Drawings 41 1. Provide calculations to support CIPP design thickness after curing. List the 42 following criteria used for the calculations: 43 a. Assumed host pipe condition CITY OF FORT WORTH Little Fossil Creek Interceptor (M-292C) Improvements -Part 213 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101119 Revised December 20, 2012 3331 12 - 3 CURED IN PLACE PIPE (CIPP) Page 3 of 7 1 b. Ground water table elevation 2 c. Depth of cover at deepest location 3 d. Modulus of soil stiffness 4 e. Long term modulus of elasticity 5 f. Live loading 6 g. Factor of safety against buckling 7 h. Assumed pipe ovality 8 C. Certificates 9 1. Furnish an affidavit certifying that all CIPP meets the provisions of this Section and 10 meets the requirements of above referenced ASTM standards. 11 D. Source Quality Control Submittals 12 1, Manufacturer to provide third party test results supporting the long term 13 performance and structural strength of the pipe being manufactured 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. Qualifications 18 1. Manufacturing and Installation 19 a. Finished pipe shall be the product of 1 manufacturer. 20 b. Liner manufacturing operations shall be performed at 1 location. 21 c. The pipe manufacturer shall: 22 1) Have performed a minimum of 50,000 feet of successful installation in the 23 United States 24 2. All pipe furnished and installed shall be in conformance with and ASTM F1216 (6- 25 inch through 60-inch). 26 B. Certifications 27 1. Manufacturing and Installation 28 a. Operate pipe manufacturing and installation under a quality management 29 system certified by third party ISO 9000. Provide proof of certification upon 30 request. 31 b. If Installer is different company than Manufacturer, then installer must provide 32 certification from the manufacturer that he/she is licensed and fully trained as 33 an installer of the product upon request. 34 1.10 DELIVERY, STORAGE, AND HANDLING 35 A. Storage and Handling Requirements 36 1. Follow manufacturer's recommendation on all storage and handling requirements. CITY OF FORT WORTH Little Fossil Creek Interceptor (M-292C) Improvements -Part 213 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101119 Revised December 20, 2012 3331 12 - 4 CURED IN PLACE PIPE (CIPP) Page 4 of 7 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 6 A. General 7 1. All pipe furnished and installed shall be in conformance with and ASTM F1216 (6- 8 inch through 60-inch). 9 B. Manufacturer and Installers 10 1. Only the Manufacturer/Installers as listed in the City's Standard Products List will 11 be considered as shown in Section 0160 00. 12 a. The Manufacturer/Installer must comply with this Specification and related 13 Sections. 14 2. Any product that is not listed on the Standard Products List is considered a 15 substitution and shall be submitted in accordance with Section 0125 00. 16 C. Performance / Design Criteria 17 1. Liner (tube) 18 a. Design liner for a 50-year service life under continuous loading conditions. 19 b. Consider no bonding to the original pipe wall. 20 c. Base design on a fully deteriorated host pipe condition as defined in 21 ASTM F1216. 22 d. Calculate wall thickness per ASTM F1216 Appendix X1. 23 1) Assume the following values for the design: 24 a) Safety Factor (N) = 2.0 25 b) Ovality (C) = 5 percent 26 c) Enhancement Factor (K) = 7.0 27 d) Groundwater Depth (H,) = per Drawings, feet 28 e) Soil Depth (H) = per Drawings, feet 29 0 Soil Modulus (E') = 1,000, psi 30 g) Soil Density (w) = 130 pounds per cubic foot 31 h) Live Load = ASSHTO HS 20 32 2) The minimum allowable wall thickness for fiberglass liner is 2.8 33 millimeters and can be increased as necessary to meet ASTM F1216 34 Appendix X1 design formula. 35 3) The minimum allowable wall thickness for felt liner is 6.0 millimeters and 36 can be increased as necessary to meet ASTM F1216 Appendix Xl design 37 formula. 38 4) Fiberglass or felt products below the stated minimum wall thickness will 39 not be allowed under any circumstances. 40 D. Materials 41 1. Liner (tube) CITY OF FORT WORTH Little Fossil Creek Interceptor (M-292C) improvements -Part 213 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101119 Revised December 20, 2012 3331 12 - 5 CURED IN PLACE PIPE (CIPP) Page 5 of 7 1 a. The liner consists of absorbent non -woven felt or seamless spirally wound glass 2 fiber. 3 b. Construct liner to withstand installation pressures, have sufficient strength to 4 bridge missing pipe and stretch to fit irregular pipe sections. 5 c. The wet out liner shall have a relatively uniform thickness that when 6 compressed at installation pressures will equal or exceed the calculated 7 minimum design CIPP wall thickness. 8 d. Manufacture liner to a size that when installed will tightly fit the internal 9 circumference and length of the original pipe. Make allowance for 10 circumferential stretching during construction. 11 e. Manufacture to length necessary to fully span the distance between manholes. 12 Include sufficient amount of material for sealing at manholes and product 13 sample, if required. 14 f. The wail color of the interior pipe surface of CIPP after installation shall be a 15 light reflective color so that a clear, detailed examination with CCTV 16 inspection per Section 33 0131 can be made. 17 2. Resin 18 a. The resin system will be manufactured by an approved company selected by the 19 CIPP liner manufacturer. Provide documentation of approval, if requested. 20 b. The resin system shall be corrosion resistant polyester or vinyl ester system 21 including all required catalysts and initiators that create a composite that 22 satisfies the requirements of ASTM F1216, ASTM D5813 and ASTM F1743. 23 c. The resin used shall produce a proper CIPP system, which will be resistant to 24 abrasion caused by solid, grit or sand. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 32 33 34 35 36 37 38 39 40 41 42 A. Inspection 1. Prior to installation, conduct an inspection of the existing pipe identified for rehabilitation along with the surrounding job site conditions. 2. Complete a Pre -CCTV inspection per Section 33 01 31, 3. Observe flows at different times of the date to determine or verify flow conditions in preparation for bypass pumping. 4. Verify accessibility conditions and coordinate with city regarding easement access and limitations. 5. Confirm full circumference of the host pipe prior to lining to ensure the pipe can be rehabilitated without compromising the CIPP system. B. Host Pipe Preparation Clean the pipe per Section 33 04 50. CITY OF FORT WORTH Little Fossil Creek Interceptor (M-292C) Improvements -Part 2S STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101119 Revised December 20, 2012 333112-6 CURED IN PLACE, PIPE (CIPP) Page 6 of 7 1 2. Inspect pipe as required by this Specification. 2 3. Prepare for bypass pumping per Section 33 03 10. 3 C. Liner (tube) Preparation 4 1, Resin Impregnation 5 a. Impregnate the liner in a saturation facility where the environment can be 6 consistently controlled. 7 b. Use sufficient quantity of resin to fill the volume of air voids in the tube with 8 additional allowances for polymerization shrinkage and the potential loss of 9 resin during installation through cracks and irregularities in the original pipe to wall. 11 c. Vacuum impregnate the resin utilizing a motorized pinch roller to set proper 12 thickness. 13 2. If transported to the site, refrigerate as necessary to maintain stable environment for 14 the impregnated liner. 15 3.4 INSTALLATION 16 A. Safety 17 1. Carry out operation in accordance with all OSHA and manufacturer's safety 18 requirements including, but not limited to, safety requirements involving confined 19 space entry. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 B. Liner installation 1. The impregnated liner can be placed in the pipe by either direct inversion or the pull in place method. 2. FoIlow ASTM F1216 Specification for direct inversion installation. 3. Follow ASTM F1743 Specification for pulled in place installation. 4. The finished CIPP should be continuous over the entire length of the run and be smooth and free from substantial wrinkles, as well as defects and improper service connections. C. Curing 1. Curing of the CIPP may be done by water, steam or Ultra Violet (UV) light source, depending on the liner type and resin. Each method must follow the recommendation of the manufacturer. 2. Place a sufficient amount of temperature and/or monitoring gauges within the system to insure curing throughout the liner is consistent and uniform. A minimum of 2 gauges is required, I at each end of the liner. 3. Upon completion of the curing process provide the City with the monitoring data. D. Reinstatement of lateral connections 1. After the liner pipe is cured in place have the lateral connections reinstated within 18 hours. 2. Reinstate the service by cutting the liner from the inside of the pipe. For small diameter pipe a remote operated cutting device may be used. For larger pipe the liner may be cut by hand. CITY OF FORT WORTH Little Fossil Creek Interceptor (M-292C) Irnprovements-Part 2B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101119 Revised December 20, 2012 3331 12 - 7 CURED IN PLACE PIPE (CIPP) Page 7 of 7 1 3. An internal cut is considered acceptable if the bottom 1/3 of the opening matches 2 the existing tap invert, there are no jagged edges and a minimum of 95 percent of 3 the tap opening is restored. 4 4. Blind holes, over cutting and holes that miss the tap must be repaired to the 5 satisfaction of the City. 6 5. If additional work is required to restore the lateral connection outside of the pipe 7 follow the requirements of Section 33 31 50. 8 3.5 REPAIR/ RESTORATION [NOT USED] 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 FIELD [OR] SITE QUALITY CONTROL 11 A. Field Tests and Inspections 12 1. Closed Circuit Television (CCTV) Inspection 13 a. Perform a Pre -CCTV and a Post -CCTV Inspection in accordance with Section 14 3301 31. 15 2. Optional Air Test 16 a. _ .The City, at its discretion, may require the Contractor to perform air test of the 17 CIPP in accordance with Section 33 01 30. 18 - ==The inspection trust be completed and the quality of installation must be acceptable 19 to the City prior to restoring services. 20 _ . . If the CIPP is deemed unacceptable by the City, provide a method of repair or 21 replacement for review and approval by the City. 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 3.10 CLEANING [NOT USED] 25 3.11 CLOSEOUT ACTIVITIES [NOT USED] 26 3.12 PROTECTION [NOT USED] 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/21/2019 PARSONS CITY OF FORT WORTH Little Fossil Creek Interceptor (M-292C) Improvements -Pars 213 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101119 Revised December 20, 2012 333960- 1 LINERS FOR SANITARY SEWER STRUCTURES Page 1 of 9 1 SECTION 33 39 60 2 LINERS FOR SANITARY SEWER STRUCTURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1, Appllcalian of high -build epoxy ccmfiag Nytacm (ter modified polymer lirlcr 7 kyslcln. i,e, SpeomShidd) to concrete uti lily ,arruc!Iores such as m inholex, I Il 8 %talli= Vwct walls, junction haxe:. or other comrew #aciIitio that may need 9 pNtection from voiwsive t»mteria1s. This coven rehabilitation of exisfing 5 0W Wy 10 acwcer strtlmnn; and newly installed satitary sewer cttvcturec. 11 2. For sanitary sewer ,mow R-ivafi disnicter aE1d larger, use of a structural linen 12 trysIuni. War1'an Environmenl4iI System 301, ARC SIHB by A.W. C'heglerkon, 13 Company. is acceptalilt., 14 3. For sun itary sewer mains 11-inch diameter and arnullei', and IesK than 6-feet in dcrAh.. 15 use of liner system. Sp= ITaS hicid, is aecaptachle. 16 B. Deviations from this City of Fort Forth Standard Specification 17 1. None. 18 C. Related Specification Sections include but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division 1 — General Requirements 22 3. Section 33 0130 — Sewer and Manhole Testing 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Manholes 26 a. Measurement 27 11 Measurement for this Item shall be per vertical foot of coating as measured 28 from 2--poches Iviow The hottorn of the cover (riot fraine) to the toll of The 29 I)m4. 'L'.ltis item covers 113e WWI vertical too]age for the spcclfic had items 01' 30 various manhole sizes (i,e. 4 foot diameter, 5 foal diameter, Specific M a nhole 31 Designs for linis larger th13n 364nch, etc,) and specific tykes (Standard 32 Muoholc, Drop Mad hole, Type "A" fvlanhole. ShaIlow Manhole, includinp 33 ;additional depth beynnil (s jail), 34 b. Payment 35 1) The work performed, and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price bid per vertical foot of",Mkwhole Liner" applied. 38 c. The price bid shall include: 39 1) Removal of roots 40 2) Removal of existing coatiiiVi 41 3) Eliminnting any leakk CITY OF FORT WORTH Great Southwest Parkway huproventents STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised February 14, 2019 333960-2 LINERS FOR SANITARY SEWER STRUCTURES Page 2 of 9 1 4) Removal ofsteps 2 5) Repairlseal connection of the cxisling framc to chimney 3 6} repairs of any cracks in the exisiiug slruclum chinulcy, vortwi (Gone), wall, 4 beach, including any repiacznwent of dmnagod rehar, pipe 5 7) Surfaec elcaniuF 6 8) Fumiahirivnd installing Lineras 9prcified by the DrBwingk. 7 9) Hauling 8 10) DisrrosaI ofexepss material 9 11) Clean-up 10 12) Cleaning 11 13) Testing 12 14) Inc-TnIing 13 2. Non -Manhole Structures 14 a. Measurement 15 1) Measurement for this Item shall be per square foot of area where the 16 coating is applied. 17 b. Payment 18 1) The work performed, and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" shall be paid for at the unit 20 price bid per square foot of "Si rLLuitlrc I incr" applied. 21 c. The price bid shall include: 22 11) Removal of rwti• 23 2) Rmova.l of existing coating 24 3) Eliminating any lcaks 25 4) Removal of stcp t 26 5) Repair/seal connection of the existing frame to chimrsey 27 f)) Repairs of any cracks u1 the existing IMUCWre chimney, corbel {cons~), wall;, 28 bench, including any replacement of daimiged rebar, pipa ' 29 7) SurFace cleaning 30 8) Fumighing. and i nstalling Liner as. specified by the I]rawi ngs 31 9) Hakiling 32 10) Disposal of excess material 33 11) Clean-up 34 12) Cleaning 35 13) Testing 36 14) Re -Testing 37 1.3 REFERENCES 38 A. Reference Standards 39 1. Reference standards cited in this Specification refer to the current reference 40 standard published at the time of the latest revision date logged at the end of this 41 Specification, unless a date is specifically cited. 42 2. ASTM International (ASTM): 43 a. D543, Standard Practices for Evaluating the Resistance of Plastics to Chemical 44 Reagents. 45 b. D638, Standard Test Method for Tensile Properties of Plastics. 46 c. D695, Standard Test Method for Compressive Properties of Rigid Plastics. 47 d. D790, Standard Test Methods for Flexural Properties of Unreinforced and 48 Reinforced Plastics and Electrical Insulating Materials. CITY OF FORT WORTH Great Southwest Parkway huprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised February 14, 2019 333960-3 LINERS FOR SANITARY SEWER STRUCTURES Page 3 of 9 1 e. D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by 2 the Taber Abraser. 3 f. D4414, Standard Practice for Measurement of Wet Film Thickness by Notch 4 Gages. 5 g. D4541, Standard Test Method for Pull -off Strength of Coatings Using Portable 6 Adhesion Testers. 7 11. D7214, Stand Tc�l Method for P1tll-0frAdhesion strength of Coatings urn 8 Concrete Using Portable N11-Off Adhesion Testel^s, 9 3. Environmental Protection Agency (EPA). 10 4, NACE International (NACE). 11 5. Occupational Safety and Health Administration (OSHA). 12 6. Resource Conservation and Recovery Act, (RCRA). 13 7. The Society for Protective Coatings/NACE International (SSPC/NACE): 14 a. SP 13/NACE No. 6, Surface Preparation of Concrete. 15 b. SPO1 88, PisL�ontintlity (Holiday) Testing of New Protl;rtivc Coatings are 16 !. ondi7Cliv'c Sub!Ilrutem 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS 19 A. Submittals shall be in accordance with Section 0133 00. 20 B. All submittals shall be approved by the City prior to delivery. 21 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 22 A. Product Data 23 1. Technical data sheet on each product used 24 2. Material Safety Data Sheet (MSDS) for each product used 25 3. Copies of independent testing performed on the coating product indicating the 26 product meets the requirements as specified herein 27 4. Technical data sheet and project specific data for repair materials to be topcoated 28 with the coating product including application, cure time and surface preparation 29 procedures 30 5. Material and method for repair of leaks or cracks in the structure 31 B. Contractor Data 32 1. Current dvuumentaliun from coating prl]ducI manufacturer certifying Conimctor's, 33 1rainilig (andfor licensed) gs an approved installer and equipment cornpliea wide the' 34 Quality Assurancc r!:quiwnwnts specified herein 35 5 recent references of Contractor hidicEiti.ng successful application of coatulg, 36 producl(s) of the same nlalctilll type as speeitil d herein, applied by bTray 37 application witllin the mu n icip I waeewater crzvininInent. Refercnces stroll inclU& 38 at Imo the t'nlImving: o fi naim. C i I y ins ctor name tend 1lhnnc number, projccl 39 murwhiL1mbm si zo and Iipww- fotat ige alI' miwy scwer main, ntwi holC 4iiametel-, 40 etnicture-c#i=wions and number of each. square fcrI (or verlical feel) of pra act 41 1nstalled. contract cost, and contract duraIion- Con nlugt demonstrate a 42 iucccssful histoiy of installing the product in structures Of siMilar size And 5emw CITY OF FORT WORTII Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised February 14, 2019 33 39 60 - 4 LINERS FOR SANITARY SEWER STRUCTURES Page 4 of 9 1 1.7 CLOSEOUT SUBMITTA L.4 2 A. Testing Mciimentstiort 3 1. 1'rovide Rcst results regL)ircd in Sco ion 2.4 and Sect ion 3.7 to City. 4 �. Include the rollawing Inunhole or structure location informlltion: 5 !) Sulillry sews r mainilall lu�ber 6 2) Station number, 7 3) GIS ID number 8 b_ Inspection report of each mmnholeAtruclure tested 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. Qualifications 12 1. Contractor 13 a. Be trained by, or have training approved and certified by, the coating product 14 manufacturer for the handling, mixing, application and inspection of the coating 15 product(s) to be used as specified herein 16 b. Initiate and enforce quality control procedures consistent with the coating 17 product(s) manufacturer recommendations and applicable NACE or SSPC 18 standards as referenced herein 19 1.10 DELIVERY, STORAGE, AND HANDLING 20 A. Keep materials dry, protected from weather and stored under cover. 21 B. Store coating materials between 50 degrees F and 90 degrees F. 22 C. Do not store near flame, heat or strong oxidants. 23 D. Handle coating materials according to their material safety data sheets. 24 1.11 FIELD [SITE] CONDITIONS 25 A. Provide confined space entry, flow diversion and/or bypass plans as necessary to 26 perform the specified work. Active flows shall be diverted with flow through plugs as 27 required to ensure that flow is maintained off the surfaces to be lined. 28 1.12 WARRANTY 29 A. Contractor Warranty 30 1. Contractor's Warranty shall be in accordance with Division 0. 31 PART 2 - PRODUCTS 32 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 33 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 34 A. Repair and Resurfacing Products 35 1. Compatible with the specified coating product(s) in order to bond effectively, thus 36 forming a composite system 37 2. Used and applied in accordance with the manufacturer's recommendations CITY OF FORT WORTH Great Southwest Parkway hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No, 101119 Revised February 14, 2019 333960-5 LINERS FOR SANITARY SEWER STRUCTURES Page 5 of 9 1 3. The repair and resurfacing products must meet the following: 2 a. 100 percent solids, solvent -free epoxy grout specifically formulated for epoxy 3 topcoating compatibility 4 b. Factory blended, rapid setting, high early strength, fiber reinforced, non -shrink 5 repair mortar that can be toweled or pneumatically spray applied and 6 specifically formulated to be suitable for topcoating with the specified coating 7 productused 8 B. Coating Product 9 1. Capable of being installed and curing properly within a manhole or concrete utility 10 environment 11 2. Resistant to all forms of chemical or bacteriological attack found in municipal 12 sanitary sewer systems; and, capable of adhering to typical manhole structure 13 substrates 14 3. The 100 percent solids, solvent -free ultra high -build epoxy system shall exhibit the 15 following characteristics: 16 a. Application Temperature - 50 degrees F, minimum 17 b. Thickness - 125 toils mbikuum for dewy instilled etructuras; 250 niU& 18 niinimunl for rehabilitation of existing structures (Warren Envimamental 19 System 301, ARC S IHD by A.W. C11esterton Company)i 20 e. Color - Wbite, Light Blue, er Beige 21 d. Compressive Strength (.per ASTM D6 5) - 8,110(t psi ininimun-a 22 e. Tonsile Slmnglh (Nr A9.rM D638) -- 7,5.00 psi mirlitn inT, 23 f Hal-4m:ss, Shore D (per ASTM D4541) — 70 minitatim. 24 g, Abrasion R"istanee (parr ASTM D4060 CS 17, Wheel) — 84 ing los�i 25 MXimilln 26 h, Flcxtlral Modulus (prr ASTM D700' — 400,000 pai rninimum, 27 i, Flex Lira] Strength (per ASTM D790) - 12,000 pgi minhrrum+ 28 Adhesion to Concrete, mode of failure (ASTM D454I is Substrate (1:{iricretel 29 failure 30 k. CheinlcaI Resistance ( Irur ASTM 5431020) al types of service far: 31 1) Municipal sanitary sewer onvirmimeril, 32 ` ) Sulfuric acid. 70 percent 33 :31 Sodium 11.ydmxidc. 20 pervanil 34 4. Or. The rnulti- Iiiyer modified polymea and poly=lhane A011 e-KhIbit the Polinwiti'm 35 tharacteristics; 36 a- -A pp] ication Temperature - 50 degrees F, minimum 37 b. Thickness- 500 ri is minimuin (SpeetraShie1d) 38 I:. Mai.srure Barrier and P iiin] Corrosion Farrier 39 1) Color -Pink: 40 L) Tensile Slrunglb {per ASTM 1)4t2) -. 25 0 psi minimum 41 3) Hardness, Shoru D (per ASTM D2240) - 56 minimum, 42 4) Abrasion ftesi�itance (pt:r ASTM 1-14060) - 20 mg Jess muximljmt 43 5) Ferccit Iflangatiall (per ASTM D412) - 269 44 d. Surfaoer 45 1) Cotripressive Strength (per ASTM D 1621) - 100 pai riuminum 46 2) DenAity (1)cr ASTM D162.2)- 5 11.)s1eu tt miuiinuiit, 47 3) Sliear Strength (por ASTM C273) .-.230 psi niinimun-.1 48 4) Closa d Cell C'ontelli (uer ASTM D 1940) - >95% CITY Or, FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised February 14, 2019 333960-6 LINERS FOR SANITARY SEWER STRUCTURES Page 6 of 9 1 C. Coating Application Equipment 2 1. Manufacturer approved heated plural component spray equipment 3 2. Hard to reach areas, primer application and touch-up may be performed using hand 4 tools. 5 3. Applicator shall use approved specialty equipment that is adequate in size, capacity, 6 and number sufficient to accomplish the work in a timely manner. 7 2.3 ACCESSORIES [NOT USED] 8 2.4 SOURCE QUALITY CONTROL 9 k, Coating Thicknosq Testing 10 '1. Film Thickness Trwing for epoxy-apetems 11 a. Take vet film thickness gauge mwurcmcnts per ASTM D4414— 5Iandard 12 Practice. for Measurz=at of Wet Filtn ThirATIe es by Nalch Gages at 3 locations 13 within the nrathole, 2 !;paL;0 cquidIY apart along the wall and I o11 the bcmh, 14 11 Document and altesl rrte irentents and provl4t W the City. 15 2. Thickness Testing for modified polymer litter sysl=i 16 a. Upon imtallation of the Final Cormnion. Harrier inscrl prabc inn* sub51ratc for 17 depth of system r usurement al 3 locations widdia the man rile, 2 spancl 18 equally apnrt along the wall and L on the berrch- 19 3. Documenr all testing ra:aellas and provide to the City. 20 33, Nan-Conlbrining Wark 21 1. City reserves [11e righ[ to require; add itin nal testing dpend ins on the Date of failure 22 2. City will selecl testing locations, 23 C. 'Testing Frequency 24 1. Pmjccis with 10 or less manholes, and/or siructurin le91 all, 25 2. Projecl� with greater than 10 manholes and/or structures. test at least 10 and Iest 5 26 percarlt of manholes atldlor structures after the first 10. 27 t_ City wi11 scl"t the m1nholes Kmdfor Mmcturas I be tested. 28 PART 3 - EXECUTION �c�i� 1►1;Yt r� � ll ai �y 30 A. All installers shall be certified applicators approved by the manufacturers. Applicator 31 shall use adequate number of skilled workmen that have been trained and experienced for 32 the approved product. 33 34 3.2 EXAMINATION [NOT USED] 35 3.3 PREPARATION 36 A. Manhole Preparation 37 1. Stop active flows via damming, plugging or diverting as required to ensure all 38 liquids are maintained below or away from the surfaces to be coated. 39 2. Maintain temperature of the surface to be coated between 40 and 120 degrees F. CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised February 14, 2019 333960-7 LINERS FOR SANITARY SEWER STRUCTURES Page 7 of 9 1 3. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat 2 source. 3 a. Where varying surface temperatures do exist, coating installation should be 4 scheduled when the temperature is falling versus rising. 5 B. Surface Preparation 6 1. Remove oils, roots, grease, incompatible existing coatings, waxes, form release, 7 curing compounds, efflorescence, sealers, salts or other contaminants which may 8 affect the performance and adhesion of the coating to the substrate. Remove any 9 steps found in the structure. 10 2. Remove concrete and/or mortar damaged by corrosion, chemical attack or other 11 means of degradation so that only sound substrate remains. 12 3. Surface preparation method, or combination of methods, that may be used include 13 high pressure water cleaning, high pressure water jetting, abrasive blasting, 14 shotblasting, grinding, scarifying, detergent water cleaning, hot water blasting and 15 others as described in SSPC SP 13/NACE No. 6. 16 4. All methods used shall be performed in a manner that provides a uniform, sound, 17 clean, neutralized, surface suitable for the specified coating product. 18 5_ Af1cr c+,Illirletion of mfacc prepamtion, ingpmt for leaks, cracks, holes, expor;cJ 19 rebar, ring and caYcr condition, inveri tondition, anal In k1 .11oudei pips; conditioll. 20 6. Alter defects in the stmettlre have been identified, seal cracks, repair exposed rebar 21 with new rebar to =tell existing, repair leaks and etmekg with grout or other 22 the#hods approved by the Manufactuver. All new rebar shall be embedded in 1 'Ai 23 inch epoxy nmKfic, RI:p114ceiseal connection between existing frame and cithmey if 24 it is folmd loose or nol attachiM. 25 7. The repair mortar and epoxy topcual must share the same epoxy matrix to ensure 0 26 bonded %old, No cementitious repair mrtterlal, quick settirtg high I1trength concrete 27 with latex q1' t:uring 1fgelit add iIiM, or quick sot mvrtars will be a]lawed. ?npw, 28 sur€`au prttpur4tion procedures must be followed to onsure adeguato boric] lttrength 29 110 any surfaa c to be eoaW. New cement cure time it� at Icast 30 d.ay.q prior to 30 coalinx 31 3.4 INSTALLATION 32 A. General 33 1. Perform coating after the sewer line replacement/repairs, grade adjustments and 34 grouting are complete. 35 2. Perform application procedures per recommendations of the coating product 36 manufacturer, including environmental controls, product handling, mixing and 37 application. 38 B. Temperature 39 1. Only perform application if surface temperature is between 40 and 120 degrees F. 40 2. Make no application if freezing is expected to occur inside the manhole within 24 41 hours after application. 42 C. Coating 43 1_ Spray tlpply per manuracturer's recoulnwzdarion at a ininimum fflM lhicklless as 44 noted in Section 2.2.B.. CrrY OF FORT WORTH Great Southwest Parkway buprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised February 14, 2019 33 39 60 - s LINERS FOR SANITARY SEWER STRUCTURES Page 8 of 9 1 2. Apply coating from bottom of manhole frame to the bench/trough, including the 2 bench/trough. 3 3. After walls are coated, remove bench covers and spray bench/trough to at least the 4 same thickness as the walls. 5 4. Apply any topcoat or additional coats within the product's recoat window. 6 a. Additional surface preparation is required if the recoat window is exceeded. 7 5. Allow a minimum of 3 hours of cure time or be set hard to touch before reactivating 8 flow. 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 REINSTALLATION [NOT USED] 11 3.7 FIELD QUALITY CONTROL 12 A. Each structure will be visually inspected by the City the same day following the 13 application. 14 B. Grorui�lwater in Fl�txatsorl �IFil,c �yslem sli�l I h� rcrrs 15 C. All pipe comeeLions shall be olmu and clear 16 D. The inspector will check for deficiencies, pinholes, voids, emr.kr,, uncured sprits, 17 delamination, and thin spots. Any deficien6es in the liner shall be n.iarked and repairer[ 18 arxordirlg to the procudares outhued by the Manufacturer, 19 H. If k :ab am dole iul they will be chipped back, plugged -and coaled iimnediately with 20 I3rolectiwe epoxy re-iin cowing.. 21 I. Make repair 24 hours aflcr Icak dcwclinn 22 . post bisEallatintl CQa iog ToMs 23 1. Holiday Deteutlon Testing 24 a. Holiday Detection test the liner per MACE SPd11.98 - Discoiitilluity (TA ali&y) 25 Testing of New Protective Coatings on Conductive Substrates. Mark all 26 detested holidays. Riepair all holiday,; in accordance io coating n3anufacturer'5i 27 rccom icti ioliona. 28 lj Document and attest all lest tesu w rppairs made and pruuide to the City. 29 2, Adhesion Testing, 30 ;m. Adhe'simi test the liner at a minimum of ih=c to tiom R*nc �rca, mid-gection. 31 and bottom of the strllclure), For StFI}oams ex,ce0ing 6-feet add one addiliomli 32 text for every- additional b-feel. For exaniple; 6-foot manhole - 3 iesis, 6-Feet, 1- 33 inch manhole thro I I -feet, 11-inch n mnholc-4 tests. I2-fool manhole- 5 tests. 34 E1c., , Tests peiformed per ASTI+d D7234 - Standard Test Method For Full -Off 35 Adliesiun Strength ofCoWings on Collr;row Using, Purtable Pnil-Off Adhesion 36 Tuwrs- 37 1) Tltc adhesiuc tawd io *nch Ihre dollies sltal.i have a tensile strunpth lacatCI 38 ghat dli Iinrr. 39 2) Failure of the dolly adlic'si►re is d"mcd a Hutt -test and requires toC*L ing, 40 3) 213rds afthe pulls-shaH exceed 301? psi or cnnorete Failure with more thao 41 5Q"/a of the subsurface adhered to the coal.�ig. If aver 113"r faiL additional) testxt 42 -may bl~ requirod by the City. 1f additional tests l it the City may requirfs 43 reln4traI and replacement of the liner al the contractor's expense. CITY OF FORT WORTH Great Southwest Parkway huprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 Revised February 14, 2019 333960-9 LINERS FOR SANITARY SEWER STRUCTURES Page 9 of 9 1 3. A bt)n&d lbird-pat y loring company sihalI perform the Iasti4g. 2 4. Or C'onlraclnl° ntay perform tests i(' wiwcsscd by. mpresentative of the coatin& 3 tnanufact-=T. Cnating niaoufacNrer represetttati m to provide cvrt`tfication thaw 4 Contractor perforated Icsts in accortlanec with nwed standards 5 G_ Alan-Confonriing Work 6 1. City rese> ves the Iijillf it) require additional lestiag depending on the roW Of friflurc, 7 2. City will select testing Iacatioru,. 8 3. Repair all defects according to the mane acturer"s reconmwndations. 9 14. Tew-ing Freque-acy 10 1. Proiccts with I Q or leor, manholes and/or structum /pax Ed 1, 11 2_ Proj oc is wish gtcalcr thoil 10 nuinhoies and/or rttructures. teat al least 10 and test 25 12 lsercant or manholes aft Voi� slrut![ttres a B c r the 1it'sl 1 n, 13 3. City will seloct [lie inn nlloltns-and/or stracturas 16 he tested. I4 I_ Test n4illtole far fibal Acteptano aci±ording w S %, Iion 33 01 30 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES 19 k Provide all test results from testing per Section 2.4 and apl)licafor ct:rtif ctlllons per 20 5cct!on 3.1. and in om ordAnce wills 8qction 1.7. 21 B. Upon final completion of the work, the manufacturer will provide a written certification 22 of proper application to the City. 23 C. The t{ertiflcaI io n will confirm Ihat the deliciant areas ivm repuired in accordance wills 24 the procedure ;set forth in this Spt ii c4lion. Tile Aml. reporl will doluil tilt location or the 25 repairs in the structure and description of the repairs, 26 312 PROTECTION [NOT USED] 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1i4-26-20151 r_ KmiLvic it urther claritiraiioot on the A!?= tend typca of ortanlralcs imtlrr Pa a 1.2. Runiovul olf Rawest Lining sysiam iLad indusiws or S}uvitrir_Shield wu! Warroo Ftt• mtltrw-rlu li 'yutent301.nailAWSINl3hyA-W-ChrsiortonCumpoiiy.Addilivan aaurce ttmlily conirul anti field stumIiry conical tCSC regULMUeHIN CITY OF FORT WORTH Great Southwest Parkway Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No, 101119 Revised February 14, 2019 REVISED 99 99 00 - 1 SPECIAL TECHNICAL SPECIFICATIONS Page 1 of I 1 SECTION 99 99 00 2 SPECIAL TECHNICAL SPECIFICATIONS 4 9999.0000 BID ITEM — WATER PIPE SUPPORT AND HANGER 5 Water Pipe Supports and Hangers shall be installed in accordance with the details as shown on 6 the plans. 7 PAYMENT: Payment shall be made per each support and hanger installed at the unit price 8 shown on the proposal and will include full compensation for all labor, tools and incidentals 9 necessary to complete the work. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 9999.0000 BID ITEM — WATER LINE MECHANICAL EXPANSION JOINT Water Line Mechanical Expansion Joint shall be installed in accordance with the details as shown on the plans. PAYMENT: Payment shall be made per each mechanical expansion joint installed at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. 9999.0000 BID ITEM — 2" MANUAL AIR RELEASE VALVE BY CORPORATION STOP Manual Air Release Valve by Corporation Stop shall be installed in accordance with the details as shown on the plans. Tapping saddle and 2-inch Ford or Mueller corporation valve (C.C. thread with flare) shall be in accordance with Section 33 12 10 and shall have a working pressure of 300 psi or more. PAYMENT: Payment shall be made per each manual air release valve installed at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. 9999.0000 BID ITEM — CONSTRUCTION ALLOWANCE The Construction Allowance shall be available to the City to direct the Contractor to perform additional work items relevant to the successful completion of the project, but which are not identified on the plans or covered in the specifications due to unforeseen circumstances. PAYMENT: The work performed and materials furnished in accordance with this item shall be paid at unit pricc(s) negotiated between the City and the Contractor. Cri'Y OF FORT WORTH Great Southwest Parkway Improvements REVISED SPECIAL TECHNICAL SPECIFICATIONS Project No. 101119 Revised May 7, 2019 999999-1 MISCELLANEOUS UTILITY RELOCATIONS/ADJUSTMENTS Page I of 1 1 SECTION 99 99 99 2 MISCELLANEOUS UTIILTY RELOCATIONS/ADJUSTMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 Miscellaneous utility adjustments include lawn sprinkler systems, subsurface drains and 7 other private service lines and appurtenances that are the property owner's responsibility 8 to maintain. Modifications to these miscellaneous utilities will likely be required on this 9 project. Exact locations and work required will not be determined until work begins on 10 the project. The Contractor shall obtain a reputable licensed irrigator to repair or replace 11 sprinkler systems with materials equal to or better than the existing system, as determined 12 by the City/Engineer. 13 14 Should the Contractor damage service lines due to his negligence, where such lines 15 would not have required adjustment or repair otherwise, the lines shall be repaired and 16 adjusted by the Contractor at the Contractor's expense 17 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement for this item shall be made on the basis of each occurrence as 21 determined necessary and pre -approved by the City/Engineer. and payment to the 22 Contractor shall be the actual irrigator's bid for the adjustments plus ten percent 23 (10%), to be paid from the allowances given in the contract documents; such price 24 shall include all materials, labor, equipment, tools, and incidentals required to 25 adjust, repair, or replace miscellaneous utilities, complete in place. 26 END OF SECTION CITY OF FORT WORTH Great Southwest Parkway hnproveinents CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101119 August 2018 SPECIAL TXDOT TECHNICAL SPECIFICATIONS ITEM 104 REMOVING CONCRETE 104.1. Description. Break, remove, and salvage or dispose of existing hydraulic cement concrete. 104.2. Construction. Remove existing hydraulic cement concrete from locations shown on the plans. Avoid damaging concrete that will remain in place. Saw -cut and remove the existing concrete to neat lines. Replace any concrete damaged by the Contractor at no expense to the Department, Unless otherwise shown on the plans, accept ownership and properly dispose of broken concrete in accordance with federal, state, and local regulations. 104.3. Measurement. Removing concrete pavement, floors, porches, patios, riprap, medians, foundations, sidewalks, driveways, and other appurtenances will be measured by the square yard (regardless of thickness) or by the cubic yard of calculated volume, in its original position. Removing curb, curb and gutter, and concrete traffic barrier will be measured by the foot in its original position. The removal of monolithic concrete curb or dowelled concrete curb will be included in the concrete pavement measurement. Removing retaining walls will be measured by the square yard along the front face from the top of the wall to the top of the footing. This is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2, "Plans Quantity Measurement." Additional measurements or calculations will be made if adjustments of quantities are required. 104.4. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' will be paid for at the unit price bid for "Removing Concrete" of the type specified. This price is full compensation for breaking the concrete; loading, hauling and salvaging or disposing of the material; and equipment, labor, tools, and incidentals. Removing retaining wall footings will not be paid for directly, but will be considered subsidiary to this Item. ITEM 422 REINFORCED CONCRETE SLAB 422.1. Description. Form and construct reinforced concrete bridge slab. 422.2. Materials. Furnish materials in accordance with; o item 420, "Concrete Structures" m Item 421, "Hydraulic Cement Concrete" o Item 426, "Prestressing" o Item 440, "Reinforcing Steel." Use Class S for all cast -in -place concrete unless otherwise shown on the plans. 422.3. Construction. A. Cast -in -Place Slab. Use conventional forms, permanent metal deck forms, or prestressed concrete panels. Use permanent metal deck forms or conventional forms for thickened slabs, diaphragms, or other regions as shown on the plans where prestressed concrete panels are not used. Construct the slab as shown on the plans and in accordance with the pertinent requirements of: • Item 420, "Concrete Structures" o Item 424, "Precast Concrete Structures (Fabrication)" • Item 426, "Prestressing" • Item 440, "Reinforcing Steel." B. Extending Existing Slabs. Extend existing slabs in accordance with Item 430, "Extending Concrete Structures." C. Prestressed Concrete Panels. Profile each beam to determine the actual camber or sag of the beams before placing panels. Adjust the profile grade line, panel elevation, and bearing seat elevations as needed to obtain the required cover over the slab reinforcement and the required slab thickness. When a profile grade line adjustment is necessary, make adjustments over suitable increments, depending on span lengths, so that the revised grade line will produce a uniform profile and good riding qualities. Obtain approval for the grade adjustments prior to placement. Consider actual beam camber in adjacent spans or slab placements when adjusting the grade line. Place the top portion of abutment backwalls and wings after adjustment to the profile grade line. 422.4. Measurement. Reinforced concrete slab placed under this Item will be measured by the square yard of slab surface area using the nominal dimensions and configuration shown on the plans. Transverse measurement will be made from outer edge of slab to outer edge of slab (including raised median and sidewalk sections). Longitudinal measurement will be made between ends of units or spans. Diaphragms, haunch concrete, reinforcement, and optional steel diaphragms will be considered as a portion of the slab. This is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal unless modified by Article 9.2, "Plans Quantity Measurement." Additional measurements or calculations will be made if adjustment of quantities is required. The quantities of concrete and reinforcing steel shown on the plans are based on a conventionally formed slab. These quantities include amounts for concrete diaphragms, brackets and other required attachments, and haunch concrete when required, based on the profile grade, theoretical camber, and dead Ioad deflection of the beams. No additional measurement will be made for concrete or reinforcing steel due to a variation in camber of the beams from theoretical camber, or for additional quantities required by optional methods of forming. 422.5 Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Reinforced Concrete Slab" and "Reinforced Concrete Slab (Extend Slab)." This price is full compensation for furnishing, hauling, mixing, placing, curing, and finishing concrete; furnishing and placing reinforcing steel; grouting and pointing; furnishing and placing drains and expansion joint material (except where specifically furnished under another Item); furnishing and placing metal flashing strips; forms (removable and permanent) and falsework; prestressed concrete panels; furnishing and placing concrete and reinforcement for raised medians, sidewalks, sign mounts, luminaire brackets, and other concrete appurtenances; removing designated portions of existing slab; cleaning, bending, and cutting exposed existing reinforcing steel; welding reinforcing steel; doweling; cleaning and preparing concrete surfaces; and equipment, labor, tools, and incidentals. Structural steel, anchor bolts, armor joints, sealed expansion joints, rail (including the concrete parapet portion), and concrete median barrier will be measured and paid for in accordance with pertinent bid items. ITEM 438 CLEANING AND SEALING JOINTS AND CRACKS (RIGID PAVEMENT AND BRIDGE DECKS) 438.1. Description. Clean and seal joints and cracks in new or existing rigid concrete pavements and bridge decks. 438.2. Materials. Use sealants of the class specified on the plans that meet the requirements of DMS-631 Q, "Joint Sealants and Fillers." If required, use primers recommended by the manufacturer of the sealant. Use backer rods compatible with the sealant that do not react or bond together. 438.3. Equipment. Use equipment that meets sealant manufacturer's recommendations. Use air compressors equipped with appropriate filters for removing oil and water from the air. For grooving cracks, use devices such as diamond -blade random -cut saws or random -crack grinders, capable of following the path of the crack without causing excessive spalling or other damage to the concrete. 438.4. Construction. Before starting work, submit information from the sealant manufacturer showing recommended equipment and installation procedures. All equipment and procedures will be subject to approval. If the equipment causes damage to dowels, reinforcing steel, concrete, base, subbase, or subgrade, repair the damage and change the procedure and equipment to prevent further damage. A. Preparation. Remove all debris, dirt, dust, saw cuttings, and other foreign material from the crack or joint by an approved method. Collect and dispose of all the removed material. 1. Joints. Remove existing preformed bituminous fiber board material or other spacer material the full depth of the joint along with all other debris in the joint opening. Resize the joint sealant space by sawing to the width and depth shown on the plans to accommodate the type of sealant specified. On concrete slab and girder bridges, clean debris from the diaphragm windows below the joints. Abrasive blast clean the vertical faces of joints armored with steel to remove all visible rust, paint, mill scale, and other forms of contamination, leaving a white metal appearance. Clean concrete and other surfaces by method approved and in accordance with the manufacturer's specifications before placing sealant. After cleaning, air -blast the joint to remove all dust. 2. Cracks. Unless otherwise specified, groove the crack at the surface so that a reservoir with a rectangular cross section is provided for the sealant. Cut grooves to the dimensions shown on the plans. B. Scaling. Place the sealant in accordance with the manufacturer's recommended procedures. Apply the primer, when required, at the specified rate and time interval before applying the sealant. Apply the sealant to dry joint and crack surfaces unless otherwise recommended by the sealant manufacturer. Tool any sealant material that is not self -leveling to force the sealant against the joint surfaces. 1. Joints. For concrete pavement, place approved support spacers into joints as shown on the plans. Place a backer rod in the joint opening to prevent the sealant from flowing through the joint and to hold the sealant at its required elevation unless directed otherwise. Set the top of the sealant and thickness of sealant as shown on the plans. Do not place sealant in an expansion -type joint if surface temperature is below 55°F or above 90°F. 2. Cracks. Do not place the sealant when the surface temperature is less than 40°F. Set the top of the sealant 1/8 in. to 1/4 in. below the pavement surface, with a minimum depth of sealant of 1/2 in. unless otherwise recommended by the sealant manufacturer. 438.5. Measurement. When specified on the plans to be a pay item, this Item will be measured by the foot or gallon of sealant placed. If measurement is by the gallon, the volume of sealant placed in the joints and cracks will be measured during progress of work. 438.6. Payment. Unless otherwise specified on the plans, the work performed and materials furnished as required by this Item will not be paid for directly but will be subsidiary to bid items of the Contract. When shown as a pay item, the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Cleaning and Sealing of Existing Joints," "Cleaning and Sealing Joints," and "Cleaning and Sealing Cracks." This price is full compensation for furnishing all materials; sawing, routing, and cleaning and installing; disposing of debris; and equipment, labor, tools, and incidentals. GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CFFY OF FORT WORTH UrCA SUILUMCYI PaIkWey 11I)pF }*C3MMIJ STANDARD CONSTRUCTION 81PECIFIIwATTON MCIJMUNTS Rmwed July 1, 201 J Pmjw No 10 1119 I I I ?VESTMENTS B &! CYLINDER CO. L.P Y, FORT WORTH I i 4900MARK IVPKWY,FORT WORTH 3CK3 I I SITE 1, BLOCK 5 JDUSTRIAL PARKI i GREAT SOUTHWEST INDUSTRIAL PARGSC MARK IV 1 f OF FORT WORTH G.S.C. MARK IV —..._ —_ --- -0 z j � + 0 �- THE S-SIGN LLC 2352 GREAT ITE 1, BL CK G I RT WORTH r I — GREAT SOUTHWEST INDUSTI OF FORT WORTH-GSC MDUSTRIAL PARK ....1C MARK IV I x ' � I PARCEL 1 D & K TNVF-STMENTS 12451 GREAT SW PKWY, FORT WORTH HTLM SITE 7, BLOCK 3 IGREAT SOUTHWEST INDUSTRIAL PARK 4909 NORTkIEA SIT OF FORT WORTH - GSC MARK IV GREAT SOUTH [r-J r I n _1-3 -' I- --'-- -I I .. �, Qr_ - - - - - ----- GSA PROPERTIES LLC I 2464 GREAT SW PKWY, FORT WOR I N LOT 7 I GREAT SOUTHWEST INDUSTRIAL OF FORT WORTH-GSC MARK n I I I I N i 50 25 0 50 lw w E i GRAPHIC E: I'= 50 Feel LLI s 0 0 LEGEND EXISTING DESCRIPTION PROPOSED ASPHALT PAVEMENT a,, CONCRETE CURB & GUTTER PEDESTRIAN ACCESS I — — EASEMENT — rn to CV 00 Cr) n d- x Tie E�.Fk S.. d CH ARL ESGENE C... ...... ...��q. U] CJ �•104919 2.'*. ,ST V.%£� `ate I � Ap1VALfrw � H o 04/03/19 REVISIONS Ld I No. 0 DESCRIPTION DATE ,I 1 2 Q 24 Q0 3 t -,i 50 -- CITY PROJECT #101119 Ci K-2559 X-247W It MAPSCO NO. 49—K BHB No. 2017,719,000 Z BMBBAIRD, HAMPTON & 6R13WN O ENGINEERING & SURVEYING Z `f M01 William D Tata, SuAe 500, Grapevine, TX 76051 mail@bbbinc.cam O Tel: 817.251.8550 bhbinu.com TBPE Firm #44 TDM FIRM #10011302 1-- U CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS o INFRASTRUCTURE DESIGN & CONSTRUCTION DIVISION of w w 2018 BOND, STREET RECONSTRUCTION CONTRACT 1A: GREAT SOUTHWEST PARKWAY 1-- `" 4a Z EASEMENT PARCELS m ao OESIGNEO: GC I SCN_E: DATE: 4/03/P019 SHEET DRAWN: TM 1"=50' 6 OF 111 N 2018 Bond, Street Reconstruction Contract 1A: Great Southwest Parkway City Project # 101119 Parcel # ROE-1 4755 North Freeway, Fort Worth, 76106 Block 1, Lot 1 Iglesia Bautista Getsemani Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 1, Lot 1, Iglesia Bautista Getsemani Addition as shown on the deed recorded in Account# 07869231, Georefence: 210281-1-1, Property Location: 4755 North Fwy, in Tarrant County Deed Records and plat recorded in Volume 0000000, Tarrant County Plat Records a/k/a Plat Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a driveway approach and access through the property's driveway and parking lot. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the � day of MA A C9 , 20 17 _GRANTOR: elq - 1 #4 (Please Print) Authorized Title) TEMPORARY RIGHT OF ENTRY RCV. 10/1117 (Sio ature) al city of ron'Worth - Temporary Construction Entrance -#DOE Letter Anand, Sawrnya <Sowmya.Anand@parsons.com> Wed, Mar 20, 2019 at 1:42 PM To: "fernandoh illsr@g mail. corn" <fernandoh ills r@g mail. corn> Cc: "Krishna, Praveen" <Praveen_Krishna@parsons.Com> Helln Fe-oiando, As discusso-d yestexday, please f -id tl,e Rigl tt of Entry letter attached for your ii��view and siW-tature. Do let ins icitow .if ally fidonna- tion bi ilte letter .is incorrect. if not, you cmi sign ai-vd Lmml me a sca-wie i copy for oux Tecoxdy'. If uou lia a wiymore que5doas, please feet free to call me at 546-752-7052. Once again, thank you. We si:€'rccrely appreciate your tirric=..ly resportse and cooperation - Good regards, 5owa ya Sowmya Anand Shetty Project Engineer 51., 0���50 /�sh 1 Presideni Geer 1�yuHwy, SuAc- 3 P: +1 (972) 543-3283 M, +1 (646) 752•-7052 PARSONS ,. iwkv w,,i h4ore }v wi-'.parsons-c-om 13._ir3Ikedi3, €tter i F.'a elM, :k 2018 Bond, Street Reconstruction Contract 1Ati: Great Southwest Parkway City Project # 101119 Parcel N ROE-2 2424 Great Southwest Pkwy, Fort Worth, 76106 GSID IND PR o MARK IV Block 6R Lot 6 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as GSID IND PK - MARK IV Block 6R Lot 6 as shown on the deed recorded in Instrument # D207302350, Property Location; 2424 Great Southwest Pkwy, Current Owner: Toon Properties LP, in Tarrant County Deed Records and plat recorded in Volume 0000000, Tarrant County Plat Records a/k/a Plat Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a driveway a roach and accessing the pipeline through the prop . Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of K A4LC.* , 20 # GRANTOR: - e**—� y A..-roo A 4 (Please Print) {Si m*40,ek- (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev, 101I117 O %-Vb,e 2018 Bond, Street Reconstruction Contract 1A: Great Southwest Parkway City Project # 101119 Parcel # ROE-2 5125 Mark IV Pkwy, Fort Worth, 76106 820 MARK IV ADDITION Block 1 Lot 4 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as 820 MARK IV ADDITION Block 1 Lot 4 as shown on the deed recorded in Account# 41568427, Site Number: 80878826, Property Location: 5125 Mark IV Pkwy, Fort Worth, 76106, Current Owner: Zimmerer Real Properties LLP, in Tarrant County Deed Records and plat recorded in Volume 0000000, Tarrant County Plat Records a/k/a Plat Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a driveway approach and accessing the_pipeline through the proucrty. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 3 day of GRANTOR: (Please Tint) A (4 1), e (Authorized Title) TLMPORARY RIGHT OF CN"rRY Rev. 10/1117 FORT 4WO RTH, GC-4.02 Subsurfaceand Physical Conditions T111S PAGE LEFT INTENTIONALLY BLAND CITY, Orr LOOT WORTH Gfta1 9udllmM Pwkvray Improvimi nto STANDARD U0N9TRUC7t1NJ 53'HCJFlum,iON t7{)CUMl?NTS Re%4iood Jvly I.701 1 Pmcok No. 101119 GEOTECHNICAL ENGINEERING STUDY 2018 BOND STREET RECONSTRUCTION CONTRACT 1 GREAT" SOUTHWEST PARKWAY, AL,TA VIEW, KIMBO, AND McCOMAS FORT WORTH, TEXAS Presented To: Baird, Hampton & Brown July 2018 PROJECT NO. 110-18-102 (Revised) -:-0cmj E1VGINEERING, INC. July 11, 2018 Report No. 110-18-102 (Revised) Baird, Hampton & Brown 3801 William D. Tate, Suite 500 Grapevine, Texas 76051 Attn: Mr. Konstantine Bakintas, P.E. 7636 Pebble Drive Fort Worth, 'Texas 76118 vnw.cmjengr corn GE®TECHNICAL ENGINEERING STUDY 2018 BOND STREET RECONSTRUCTION CONTRACTI GREAT SOUTHWEST PARKWAY, ALTA VIEW, KIMRO, AND itilcCOMAS FORT WORTH, TEXAS Dear Mr. Bakintas: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 17-5595 (Revised) dated August 31, 2017. The geotechnical services were authorized by Mr. Konstantine Bakintas, P.E. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Baird, Hampton & Brown. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. TEXAS FIRM REGisTRATioN No. F-9177 T appington IV, P.E. 97402 JAMES P. SAPPINGTON, IV, ........................... 97402 40 �La.OIVAL �_�,�•� copies submitted: (2) Mr. Konstantine Bakintas, P.B.; Baird, Hampton & Brown (mail and email) Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION --------------------------------------------- —--------------------- ----------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING -------------------- --------------------------------- 2 3.0 SUBSURFACE CONDITIONS ---------------- — -------------------------------------------------------------------- 4 4.0 PAVEMENTS ------------------------------------- ------------------------- --..------------------------------------------- 7 5.0 EARTHWORK--------------------------------------------------------------------------------------------------------15 6.0 CONSTRUCTION OBSERVATIONS..................,...._............---------------------------------------------------------18 7.0 REPORT CLOSURE-------------------------------------------------------------------------------------------------18 APPENDIX A Plate Planof Borings---------------------------------------------------------- —------------ --------------------------- AAA — A.1c Unified Soil Classification System --------------------------------------------------.,------------------------------------- A.2 Key to Classification and Symbols ---------- ----------------------------------------- ----------------------------------- A.3 Logsof Borings---------------------------------------------------------------------------------------------------A.4 -- A.15 FreeSwell Test Results ---------- ---------------------------------------------------------------------------------------- A.16 Lime Series Test Results------------------------------------------------------------------------------------- A.17 -- A.18 Soluble Sulfate Test Results---------------------------------------------------------..---------------------------------- A.18 APPENDIX 8 Plate Pavement Thickness Design ------------------ ------------------------------------------------------------------- B.1 —B.3 Report No.110-18-102 (Revised) CMJ ENGI[VCiI iwc, INC 1.0 INTRODUCTION 1.1 Genera! The project, as currently planned, consists of the total reconstruction of four roadways in Fort Worth, Texas as follows: ® Great Southwest Parkway - Mark IV Parkway to IH 35W, 2,350 linear feet Alta View Street - Kimbo Road to Premier Street, 925linear feet Kimbo Road - Mesquite Road northeastward to Dead End, 1,800 linear feet McComas Road - Kimbo Road to N. Beach Street, 260 linear feet Great Southwest Parkway and Alta View Street improvements are planned to be concrete paved (PCC). The remaining roadways are planned to utilize a full -depth reclaimed (FDR) base overlain with either Portland Cement Concrete or hot -mix asphalt paving (HMAC). This investigation meets the requirements of the City of Fort Worth Pavement Design Manual, dated January 2015. Plates A.1A -- A.1C, Plan of Borings, depict the locations of the exploration borings, 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop recommendations for the type or types of roadway subgrade preparation for the project, and provide pavement design guidelines. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The preliminary design is currently in progress and the locations and/or elevations of the roads could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. Report No. 110-18-102 (Revised) CMJ ENGINBHRINc, INC. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by twelve (12) vertical soil borings plus five (5) pavement cores. Borings B-1 through B-12 were drilled to a depth of 10 feet using continuous flight augers and pavement cores C-1 through C-5 were performed at the approximate locations shown on the Plan of Borings, Plates A.1A — A.1C. The boring logs for Borings B-1 through B-12 are included on Plates AA through A.15 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.S. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at -the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Report No. 110-18.102 (Revised) R, CMJ ENGINEERING, INC. Disturbed samples of the noncohesive granular or stiff to hard cohesive materials were obtained utilizing a nominal 2-inch O.D. split -barrel (split -spoon) sampler in conjunction with the Standard Penetration Test (ASTM D 1586). This test employs a 140-pound hammer that drops a free fall vertical distance of 30 inches, driving the split -spoon sampler into the material. The number of blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the penetration obtained from 50 blows, is reported as the Standard Penetration Value (N) at the appropriate depth on the logs of borings. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations, Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground -water observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore holes were backfilled with sand and capped with an asphalt plug or with quick set concrete as appropriate. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and percent passing the No. 200 sieve), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. Free swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of the soils in their existing state. The results of the swell tests are presented on Plate A.16. Report No.110-18-102 (Revised) 3 CMJ ENGINEERING, INC. Three Eades and Grim Lime Series tests were performed on selected samples to identify the appropriate concentration of lime to add to soils for modification purposes. The results of the lime series tests are presented on Plates A.17 and A.18. Soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify sulfate -induced heaving potential of the soils. Sulfate -induced heaving can cause detrimental volumetric changes to a lime modified subgrade. The result of the sulfate tests are presented on Plate A.19. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Existing Paving and Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Great Southwest Parkway The existing pavement section in Borings B-1 through B-5 consists of b mixture primarily consisting of limestone gravel, asphalt fragments, and clays with thicknesses ranging from 6 to 10 inches. Fills and possible fills consisting of various dark brown, light brown, reddish brown, gray, and dark gray clays containing limestone fragments or gravel are next present in Borings B-1 and B-2 extending to depths of 4% to 8 feet. Natural soils encountered consist of dark brown, brown, light brown, and dark gray silty clays and clays containing limestone fragments or gravel and occasional fractured limestone seams or calcareous nodules. Fractured tan limestone is noted within the clays from 5 to 51/ feet in Boring B-3. Report No. 110-18-102 (Revised) 4 CMJ ENGINEERING, INC. The silty clay and clay soils encountered in Borings B-1 through B-5 had Liquid Limits (LL) ranging from 39 to 71 with Plasticity Indices (PI) ranging from 25 to 49 and are classified as CL and CH by the USCS. The various clay soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 2.0 to over 4.5 tsf. Tested unit weight values varied from 84 to 113 pcf and unconfined compressive strength tests were 1,680 psf. The unconfined compressive strength test values reflect the presence of limestone fragments and pebbles, indicating higher in -situ strengths than the tested values. Tan limestone with occasional clay seams is next present in Borings B-4 and B-5 at a depth of 2 feet and continues through boring termination at 10 feet, and is noted at a depth of 10 feet in Boring B-3 at termination depth. The tan limestone contains occasional clay seams and is generally hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of % to 1 % inches of penetration per 100 blows. Alta View Street, Kimbo Road and McComas Road The existing pavement section in Borings B-6 and B-7 (Alta View Street) consists of 5'/ to 6Y2 inches of concrete. Paving along Kimbo Road (Borings B-8 through B-11) consist of 2'/2 to 4'/ inches of asphalt underlain by 7 to 9 inches of gravel base containing clays, while 2 inches of asphalt paving is present at the surface in Boring B-12 (McComas Road) with no underlying base or stabilized subgrade. Fills are present beneath the concrete in Boring B-6 and B-7 and below the asphalt paving in Boring B-12, extending to a depth of 1 foot. The fills consist of dark brown and brown silty clays containing limestone fragments or asphalt fragments and occasional pebbles. Natural soils encountered consist of dark brown, brown, light brown, reddish brown, light reddish brown, tan and gray silty clays, sandy silty clays, silty sandy clays, silty clayey sands, silty shaly clays, shaly clays and clays. The various clays often contain calcareous nodules and occasionally contain iron seams, ironstone nodules, iron stains, calcareous deposits, limestone fragments, limestone pebbles/gravel, or limestone seams. The various clayey soils encountered in Borings B-6 through B-12 had Liquid Limits (LL) ranging from 43 to 59 with Plasticity Indices (PI) ranging from 27 to 43 and are classified as SC, CL and CH by the USCS. The various clay soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 2.5 to over 4.5 tsf. A pocket penetrometer value of 0.75 in Boring Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 5 B-10 reflects more granular materials. Tested unit weight values varied from 99 to 116 pcf and unconfined compressive strength values were 3,080 to 7,710 psf. Tan limestone is present within the clays at a depth of 3 feet in Boring B-8 with a thickness of 3'/ feet. The tan limestone contains clay seams and layers and is generally moderately hard (rock basis), with a Texas Cone Penetrometer (THD) test value of 2Y2 inches of penetration per 100 blows. Reddish brown, light reddish brown, and gray sand is present below a depth of 5 feet in Borings 13- 9 and B-10. The sands are noted to occur lightly cemented below 8 feet in Boring B-9 and are considered medium dense to very dense, with Standard Penetration (N) values of 23 to 45 blows per foot to 4 inches of penetration for 50 hammer blows. Borings B-9 and B-10 were terminated within the sand while Borings B-6 through B-8, B-11 and B-12 were terminated within the various clays at a depth of 10 feet. Pavement Cores In addition to the above exploration borings, pavement cores C-1 through C-5 were conducted at approximate locations as depicted on Plates AAA — AAC, Plan of Borings in order to obtain additional existing pavement structure information. The results of pavement cores C-1 through C-5 are tabulated below. Table 3.1-1 -Pavement Cores Core Number Existing Pavement Structure C-1 9 inches -- Gravel, Asphalt Base, w/ clay C-2 10 inches — Gravel, Asphalt Base, w/ clay C-3 61/ inches — Concrete C-4 7 inches — Asphalt C-5 4Y2 inches —Asphalt 3.2 Ground -Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was not encountered during drilling in the borings and all borings were dry at completion. Report No. 110-18-102 (Revised) H. CMJ ENGINEERING, INC. Fluctuations of the ground -water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff, hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. The possibility of ground -water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 PAVEMENTS 4.1 General Pavement Considerations Pavement performance is impacted by many factors far beyond what is normally included in engineering analysis. Wherein pavement assessment and design includes establishing appropriate engineering parameters, other factors such as proper drainage, location of trees adjacent to paving, and water conditions in areas adjacent to pavements all impact performance. In addition, the activity of the soil below the pavement can cause differential expansive soil conditions under the pavement over time. In areas where surface water is allowed to pond adjacent to pavement edges or accumulates in depressed or rutted pavements where distress cracks are present, an increase in subgrade soil moisture inevitably occurs, with resulting loss of pavement subgrade support. This condition is undesirable with regard to pavement performance, 4.2 Pavement Subgrade Preparation 4.2.1 Suhprade Selection and General Discussion Several options exist for preparing the subgrade for the new pavement surfacing. Plastic clay subgrade materials are normally best stabilized using lime; which is recommended for the total reconstruction of Alta View Street. In lieu of total replacement and haul -off of existing pavement materials along Kimbo Road and McComas Road, the existing asphaltic surfacing with underlying gravel base and clay materials can be pulva-mixed, cement treated, and utilized as the subgrade for the new pavement (Full -depth Reclamation or FDR). If this is the case, utilization of Portland cement to stabilize this pulva-mixed material would be recommended. If present grades remain along Great Southwest Parkway, anticipated subgrade materials consist of a mixture of limestone gravel, asphalt fragments, and clays with thicknesses ranging from 6 to 10 inches which would be amenable to the FDR subgrade preparation method. If grades are lowered on the order of 6 to 10 inches below present grades, anticipated subgrade materials are anticipated to consist of clays of high plasticity and lime stabilization would be more appropriate. Report No.110-18-102 (Revised) 7 CMJ ENGINEERING, INC. On -site soils are plastic to highly plastic and subject to expansive movement with soil wetting and drying. Estimates of expansive movement potential range from 1 to 4% inches depending on the plasticity and thickness of clays present. Movements in excess of this estimate can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 4.3 Sulfate -Induced Heaving Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate - induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 1,000 parts -per -million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. The soluble sulfate levels of the tested samples were less than 750 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended at this time. Additional subgrade soil testing is recommended during construction to check for any soluble sulfate levels in excess of 1,000 ppm. The single treatment is described in Section 4.4. In addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture to allow proper hydration, and it should be checked for any volumetric changes that may indicate a sulfate -induced heaving condition. 4.4 pavement 5ubgrrade preparation Using Lime Treatment The plastic to highly plastic clays are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support the overlying paving. In lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the materials prior to pavement placement. Report No. 110-18-402 (Revised) 8 CMJ ENGINEERING, INC. Prior to lime stabilization or compaction, the subgrade should be proofrolled with heavy pneumatic equipment, minimum 25 tons. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described in the Earthwork section. The stabilized subgrade should be scarified to a minimum depth of 6 (or 8 inches as discussed below) inches and uniformly compacted to a minimum of 95 percent of ASTM D 698, to minus 2 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. It is recommended a minimum of 8 percent hydrated lime be used to modify the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 36 pounds per square yard for a 6-inch depth or 48 pounds per square yard for an 8-inch depth, based on a dry unit weight of 100 pcf. The appropriate thickness depends on the roadway section corresponding to the appropriate facility classification as tabulated in the next report section. The hydrated lime should be thoroughly mixed and blended with the upper 6 (or 8) inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and lime should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading). After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non -yielding subgrade. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 9 41.5 Pulva-Mixed Pavement Preparation Using Portland Cement (Full -Depth Reclamation) Where final grades allow pulva-mixing of the existing pavement as the sub base to the pavement, consideration may be given to pulva-mixing these materials with Portland cement to construct a full -depth reclaimed base pavement system with a minimum thickness of 6 or 8 inches, depending on the roadway section corresponding to the appropriate facility classification as tabulated in the next report section. We recommend that the FDR extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Construction of cement treated and pulva-mix asphalt/subgrade material should follow Item 275 of Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets, and Bridges, 2014 Edition or equivalent. It is recommended 4 percent Portland cement be used to treat the pulva-mix asphalt/base material. The estimated amount of cement required to stabilize the subgrade should be on the order of 22 pounds per square yard for a 6-inch depth or 29 pounds per square yard for an 8-inch depth, based on an estimated dry unit weight of 120 pcf for the pulva-mixture. The cement should be thoroughly mixed and blended with the upper 6 (or 8) inches of the pulva-mixed subgrade (TxDOT Items 275). The Portland cement should meet the requirements of Item 275 in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Before processing begins, the area to be processed should be graded and shaped to lines and grades as shown on the plans. During this process, any unsuitable soil or material shall be removed and replaced with acceptable material. Any manholes, valve covers, or other buried structures should be protected from damage prior to processing. The subgrade should be firm and able to support, without yielding or subsequent settlement, the construction equipment and the compaction of the FDR material. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The processed materials should be uniformly compacted to a minimum of 98 percent of ASTM Standard Test Method for Moisture -Density Relations of Soil -Cement Mixtures (ASTM D 558), to minus 3 to plus 1 percentage points of the optimum moisture content determined by that test. The operation of cement application, mixing, spreading, compacting, and finishing shall be continuous and completed within 2 hours from the start of mixing. Any processed material that has not been Report No. 110-18-102 (Reused) CMJ ENGINEERING, INC. 10 compacted and finished shall not be left undisturbed for longer than 30 minutes. Smaller sections should be completed at one time, rather than overly long sections. After completion of final finishing, the surface should be cured by application of a bituminous or other approved sealing membrane, or by being kept continuously moist for a period of 7 days with a water spray that will not erode the surface of the FDR base. If curing material is used, it should be applied as soon as possible, but not later than 24 hours after completing finishing operations. The surface should be kept continuously moist prior to application of curing material. The Texas Transportation Institute has performed studies to reduce "block cracks" common to cement -treated base materials. Microcracking is the application of several vibratory roller passes to a cement -treated base after a short curing stage, typically after one to three days, to create a fine network of cracks. Microcracking is one technique to help reduce the risk of shrinkage cracks forming in the cement -treated base and thereby reducing the risk of reflective cracking upward through the asphalt surface. The goal of microcracking is to form a network of fine cracks and prevent the wider, more severe cracks from forming. Proper moisture control during cement placement/mixing and curing are also key factors to reducing shrinkage cracking. In addition, the Texas Transportation Institute has conducted studies with placement of a single layer of geogrid reinforcement also to prevent reflective cracking with good results. Incorporation of a geogrid crack relief layer (Tensar TOM Tx140 or equivalent) above the FDR section and below the new pavement section is recommended. Completed portions of FDR base can be opened immediately to low -speed local traffic and to construction equipment, provided the curing material or moist curing operations are not impaired, and provided the FDR base is sufficiently stable to withstand marring or permanent deformation. The section can be opened up to all traffic after the FDR base has received a curing compound or subsequent surface and is sufficiently stable to withstand marring or permanent deformation. If continuous moist curing is employed in lieu of a curing compound or subsequent surfacing within 7 days, the FDR base can be opened to all traffic after the 7-day moist curing period, provided the FDR base has hardened sufficiently to prevent marring or permanent deformation. Report No. 110-18-102 (Revised) 11 CM] ENGINEERING, INC. Subsequent pavement layers can be placed any time after finishing, as long as the FDR is sufficiently stable to support the required construction equipment without marring or permanent distortion of the surface. 4.6 Pavement Sections Pavement analyses were performed using methods outlined in the AASHTO Guide for Design of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads (ESAL) over the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort Worth Pavement Design Manual, dated January 2015, the following design parameters were used in our thickness design calculations for the proposed roadways. SubgradeSoils..................................................................Clay Design Life.........................................................................25 to 30 years Initial Serviceability............................................................4.6 Terminal Serviceability......................................................2.25 Reliability...........................................................................85% to 90% Overall Deviation (rigid).....................................................0.39 Overall Deviation (flexible)................................................0.45 Load Transfer Coefficient..................................................3.0 Drainage Coefficient.........................................................1.0 Design CBR (raw subgrade).............................................3 Stabilized Subgrade Design CBR.....................................20 Lossof Support.................................................................0 Concrete Modulus of Elasticity..........................................4,000,000 psi Concrete Modulus of Rupture...........................................620 psi The following rigid and flexible pavement sections are provided for Residential -Urban (high volume) and Industrial classification per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plates B.1 through B.3. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Report No, 110-18-102 (Revised) CMf ENGINEERING, INC, 12 Table 4.6-1 Pavement Thickness Summary Pavement Section Street Growth (Design Location Classification Factor ESAL Thickness (in.) material Great 9.5 Portland Cement Concrete Southwest Lime Stabilized Industrial 2.00% 8,113,616 Parkway (Rigid} 8 Subgrade, Flexible Base or Pulva-Mixed Subgrade Alta View 6.5 Portland Cement Street, Kimbo Concrete Road and Residential- Urban 0.50% 929,570 McComas Road 6 Lime Stabilized Subgrade (Rigid) or Flexible Base 2 Hot -Mix Asphalt, Type D Kimbo Road and McComas 6.5 Hot -Mix Asphalt, Type I3 Residential- Road Urban 0 50% 929,570 (Flexible) 6 Lime Stabilized Subgrade or Pulva-Mixed Subgrade Flexible pavement sections are particularly susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. The above sections are based on traffic .estimates as provided in the referenced City of Fort Worth design manual and higher traffic volumes and heavy trucks may require thicker pavement sections. Additional recommendations can be provided after traffic volumes and loads are known. Periodic pavement maintenance should be anticipated. This maintenance should consist of sealing cracks and timely repair of isolated distressed areas. 4.7 Pavement Material Requirements Material and process specifications developed by the Texas Department of Transportation (TxDOT) have been utilized. These specifications are outlined in the TxDOT Standard Specifications for Construction of Highways. Streets and Bridges, 2014 Edition. Specific construction recommendations for pavements are given below. Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi. Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 13 The mix should be designed in accordance with the AC1 Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used and also thickness of the pavement. No. 4 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 9,5-inch thick pavements and No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 6.5-inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual, dated January 2015. Hot Mix Asphaltic Concrete Surface „Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete „Base Course: Item 340, Type A or B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Lime Stabilized Subgrade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base: Crushed Stone Flexible Base -- Item 247, Type A, Grade 1, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition, Cement Stabilized Subgrade (FDR): Cement treatment for base course (road mix) - Item 275, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. 4.8 General Pavement Construction and Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of up to 43/ inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the Report No. 110-18-102 (Revised) CMJ ENGINEERING, INC. 14 pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 6.0 EARTHWORK 5.1 Site Preparation The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. 5.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on -site soils are suitable for use in site grading. Imported fill material should be clean soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Report No. 110-18402 (Revised) 15 CM] ENGINEERING, INC. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 6.3 Trench Backfili Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On -site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6- inch loose lifts. The density and moisture content should be as recommended for fill in Section 5.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 5.4 Excavation Based on the exploration borings, major excavations will encounter intact limestone units in select locations. These limestones are generally moderately hard to very hard and will require heavy duty specialized equipment for excavation. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along weathered seams or jointed seams beyond the planned excavation. Report No.110-18-102 (Revised) iIU CMJ ENGINEERING, INC, The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Seasonal water seeps can occur where the tan limestones are approached or exposed by cuts. Subsoil drains may be required in some areas to intercept this seepage. This can be evaluated after grading has been performed. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 6.5 Acceptance of Imported Fill Any soil imported from off -site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 6.6 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. Report No. 110-18-102 (Revised) 17 CMJ ENGINEERING, INC. 5.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 7.0 REPORT CLOSURE The borings for this study were selected by CMJ Engineering, Inc. The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these Report No.110-18-102 (Revised) CMJ ENGINEERING, INC. 18 materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground water conditions, this report presents data on ground -water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review Report No.110-18-102 (Revised) cMJ ENGINEIRONc, INC. 19 our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Baird, Hampton & Brown for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 110-18-102 (Revised) 20 CMJ ENGINEERING, INC. i kAl, 'I -W& I ill, . &M 9 � I . if,- ad fm rim I' N A f4 k Z, Major Divisions l Q;; "I Typical Names Laboratory Classification Criteria as Well -graded gravels, gravel- lv Do tn„}1 L OW sand mixtures, little or no C i greater than �4: Ccp --- - between 1 and 3 toLP i fined N Cto eta x Caa b co (0 _ Poorly graded gravels, gravel E5 GP sand mixtures, little or no Not meeting all gradation requirements for GW Lo 1 fines ti V r8 0 Q E Liquid and Plastic limits a= o Silt ravels, gravel -sand -slit Li uld and plastic limits c _ GM y g �; y 3 below "A" line or P.I. plotting in hatched zone mixtures �? greater than 4 p between 4 and 7 are d ro �' borderline cases cam+ � q �I Lf Uld and Piastialimits iy GE Clayey gravels, gravel -sand- �' q „ „ requiring use of dual ro m above A line with P.I, � Q GC clay mixtures I C ; greater than 7 symbols tl{ SW Well -graded sands, gravelly C -C°° greater than 6: C t0x}2 between 1 and 3 E �_ _». g d= . .� E sands, little or no fines � a,A a,a x nei G Poorly graded sands; M o 9 0 SP gravelly sands, little or no c Not meeting all gradation requirements for SW fines ,� - � � -- _ ° iCD6 Liquid and Plastic limits o a a SM Silty sands, sand -slit mixtures C%t below "A" line or P.I. less Liquid and plastic limits than 4 plotting between 4 and 7 i' aS . $ o � M u� are borderline cases Liquid and Plastic limits requiring use of dual v SG Clayey mixtures sand -clay above "A" line with P.I. symbols CD 0 a greater than 7 'a' I Cr a �Z pug ro LO � 3 Cr a Inorganic silts and very fine ML sands, rock lour, silty or clayey fine sands, or clayey silts with slight plasticity - s1 Inorganic clays of low to medium plasticity, gravelly CL clays, sandy clays, silty clays, 51 and lean clays OL Organic silts and organic slityll 41 clays of low plasticity P31 a Inorganic silts, micaceous or Mil diatomaceous fine sandy or silty soils, elastic silts 2 CM I inorganic clays of high plasticity, fat clays OH Organic clays of medium to high plasticity, organic slits 21.9 Pt Peat and other highly a soils il �iii �i■� commons 00 10 20 30 40 80 60 70 80 go 1001 Liquid Limit Plasticity Chart UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 --J SOIL OR ROCK TYPES ®N. - GRAVEL LEAN CLAY LIMESTONE ®®®o SAND ° o®- ° ° SANDY __ SHALE SILT SILTY P _P SANDSTONE CLAYEY HIGHLY PLASTIC CLAY P CONGLOMERATE _ Shelby Tube Auger Split Spoon Rock Core Cone Pen No Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained SOILS (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4,5+ '� v Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually In approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Hound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. and iron oxide are common cementing materials. Degree of Weathering - Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION ARID SYMBOLS PLATE A.3 -A !T Project No. 110-18-102 Boring No. B-i Project 2010 Bond Street Reconstruction, Contract 1 %_,JLV1J LLSV VIIY�]SRiSYV LLYl Fort Worth, Texas Location See Plate AA Water Observations Dry during drilling; dry at completion Completion Depth 10.0j Completion Date 6-304 g a o a Surface Elevation Type 5imco, wl (.',PA ai LU.:-8 low,�.E mal- 0 N aus � �� � � q � • �_ � �� �? �� ve k r- I f �V0. Stratum Description 5 1 GRAVEL. ASp A 10 Inches thick, WI clay (FILL) 3.0 59 23 36 381 86 CLAY, dark gray and dark brown, wl limestone fragments, stiff to Very stiff (FILL) J 3,25 36 84 1680 4.5+ 26 CLAY, dark brown, w! occasional limestone fragments, very stiff to hard (possible fill 4.5+ 28 CLAY I SILTY CLAY, brown and dark gray, wl calcareous nodules and occasional limestone fragments and fractured limestone seams, very stiff to hard _ 4.5 64 18 46 20 4,5 21 LOG OF BORING NO. 0-11 PLAYU AA d 1x AT .................... ..... rL M Cb z 2 a 9 0 0 9 Project No. 110-18-102 Boring No. B-3 Project 2018 Bond Street Reconstruction, Contract 1 L-ivll R1VV�YRRR4VV i1V4 Fort Worth, Texts Location See Plate A.1 Water Observations Bry during drilling; dfy at completion Completion Depth 10.0. Completion Date 5-3048 a. E EStratum Surface Elevation Type Simco, w/ CFA r � ' IL (0 (:j ri5 G 2 a WE a$ri Description 5 10 GRAVEL, ASPHALT BASE,. 8 inches thick, wJ clay (FILL) 3.25 35 4.5+ 70 fit 20 42 25 95 CLAY, dark brown and brown, w/ limestone pebbles, very stiff to hard 3.25 25 89 1680 4.5+ 31 4.25 . - 27 Ll jgSTT N , tan, fractured SILTY CLAY, light brown, wl calcareous nodules, very stiff to hard -tan limestone at 10' — — — — — w _ r.. — w 4.0 39 14 25 14 113 4.5+ 20 LOG OF BORING NO, B-3 PLATE AA Project No. Boring No. Location See plate A-1 Completion I Completion Depth 10,0. 1Cate 5-3048 Surface Elevation 5 Project 2010 Sond Street Reconstruction, Contract 1 Fort Worth, Texas Water Observations Dry duping drilling; dry at completion w/ CrA �+ a V' N Stratum Description vary seams, CMJ BNGINBBRING INC. o I c - oy` Cn3C r E n E 0.� ati 5 U �3 ir�m 8 LOG OF BODING NO. 0,4 PLATE A-7 Project No. Boring Na. ��,I�1 AAV 4Y11V PAR�VV uY�-. Project 2010 Bond Street Reconstruction, Contract 1 J 110-18-102 Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.01 Date 6-30-18 Surface Elevation Type Simco, w/ CFA ii E 0 Stratum Description eCL R i'0 L.7 rl r� �. Gi3AVEL, ASP ALT SASE 6 Inches thick, w/ clay 4.6+ 30 2.0 70 24 46 32 08 (FILL) CLAY_, dark brown, w/ limestone fragments and 0010.12 fractured limestone seams, stiff to hard LIMESTONE, tan, w/ occasional clay seams, very 00/0.62 ' 5 hard 100/11, i i , i i LOG OF BORING NO. P1 AT F, A." Froject No. I Boring No. 110-111 i02 Location See Plate M Completion I Completion Depth 9 0.0+ Date 6 30n 18 Surface Elevation Project 2018 Bond Street Reconstruction, Contract 9 Fort Worth, Texas Water Observations Dry during drilling; dry at completion wl CPA —o °a# E E M v, Stratum Description fragments, very stiff (FILL) CLAY, dark brown, w/ calcareous nodules a Ilmestone pebbles, very stiff to hard 5 COY ! €FE 1Y CQ light brown to brown, ��rrA►R�„g nodules and iron seams, hard s_ALYC J,tanandgray,nara��_��____ CM] ENGINBERING rNC N O! O Xm oaa rvi� can �E a� a-2 5 V =,3 LL 0 PLATE AYE 83 LOG OF BORING NO. ��S Project No. Boring No. Project 2018 Bond Streot Reconstruction, Contract 1 *MLJ ASV UAV A]AR4Vl] IIVM 110-18-102 Bm7 Forst Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0, Date 5.30-18 Surface Elevation Type Simco, wl CFA Stratum Description LPL O E E o C p (V O >} am �E :ate EL ;p g x . LL G %- 'I� 2 O' p ON O aamNi� C �3 TIC, 5.5 Inches thickUM 2.5 17 SILTY CLAY_ , brown, wl limestone fragments, stiff 4.5+ 43 13 30 15 108 4,5+ 15 (FILL) SILTY CLAY, brown to light brown, wl limestone pebbles and calcareous nodules, very stiff to herd 4.0 18 113 5800 4.5 16 5 SHALY CLAY, brown and gray, wl limestone seams, very stiff to hard 3,5 23 4.5+ 20 10 i i i i i ._.-----------.___--------- LOG OF BORING No. Bd7 PLATE �►•� Project No. Boring No. 110-18-10 8-8— Location See Plate AA Completion Completion Depth 90.0' I Date 5.30-18 Project 2018 Bond Street Reconstruction, Contract 1 Fort Worth, r exas Water Observations Dry during drilling; dry at completion WI OFA � a Stratum DescOption t,1ALY, 4.5 Inches thick ® G�'3AVEL BASE 7 Inches thick, w/ clay SILTY CLAY, brown, wl limestone fragmi calcareous nodules, hard LIMESTONE, tan, w/ clay seams and Isy+ 5 moderately hard gray, wl Iron seams and limestone fragments, hard C'MJ ENGMERINGINC. A aAd � a _ .8 M� W O BORING NO. B-8 PLATE �►.19 Project No. Boring No. Project 2018 Bond Street Reconstruction, Contract 1 �-�V1J nn�ravaanu��u��. 110-18-102 B-'9 Fort Worth, Texas Location Water Observations See plate AA Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 5-30-18 Surface Elevation Type Simco, w/ CFA Stratum Description e W 0. � l3G � u: w (6 ED F- Z R. N rn 070 v E �� „� .E EL .a ,t9 n S q c 2[� c 9� 8 E 5 c4 o �Ua P ALT, Cinches thick GRAVEL BASE. 8 Inches thick, w/ clay 4.5+ 44 44 17 27 16 114 g SILTY CLAY, reddish brown, w/ fractured limestone seams, hard 4.5+ 14 116 7710 4 5+ 14 SANDY 6I1.TY_G6AY, reddish brown and tan, stiff to hard 2.5 13 SAND, reddish brown and light reddish brown, dense 33 13 -lightly cemented, vary dense below 8' 50/4" LOG OF BORING NO. B-9 PLAT U A.V I-Ii my -- rim KV Project No. Boring No. ulV4lSV11GnuVV LVI.. Project 2010 Bond Street Deconstruction, Contract 1 l.iV1J 111040.102 B-11 Fora Worth, Texas Location Water Observations See Plate A,1 Dry during drilling; dry at completion Completion Completion Depth 10.0, I Date b-20.18 Surface Elevation Type Simco, wl CFI. CD Q n lbSCil'al�JlilesCIaNptloli o K e❑ ou tlY Q 1= Mo `�� LS (A g t1 0 70 C � [7 �' 3 � C V O� SPIt LT, 2.6 Inches thick GRAVEL BASE, 9 inches thick, w/ clay 4.5+ 43 59 21 38 25 101 5 SILIX SANDY CLAY, dark brown, reddish brown, and light brown, very stiff to hard -wl gravel above 2' 4.0 19 4.26 17 3.25 59 16 43 18 110 CLAY f SILU CLAY, light brown, reddish brown, and gray, w/ calcareous deposits, and occasional Ironstone nodules, stiff to very stiff 2.76 22 10 — --------------------_ _ 3.0 23 LOG OF BORING NO. PLATE AA4 I�m MY - -- ---- - - - FREE SWELL TEST RESULTS Project: 2018 Bond Street Reconstruction, Contract 1 Fort Worth, Texas Project No.: 110-18-102 i�J;1Ji lli'rw+ii$tl[:Iy..: ' �. f{stiff` - :�:;l17_I#L-- IVOtloli - PU � - B - 3 7-8 Silty Clay 39 14 25 14.0 19.3 0.2 B - 6 7-8 Clay 57 22 35 12.9 26.2 6.6 B _ 7 1-2 Silty Clay 43 13 30 15.3 20.9 3.9 B --11 4-5 Clay 59 16 43 17.9 21.6 1.8 Free swell test performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.18 LIME SERIES TEST RESULTS Project: 2018 Bond Street deconstruction, Contract 1 Fort Worth, Texas Project No.: 110-18-102 Boring No.: B - 3 Depth: 8" to 2' Matorial: Clay Percent Dime pH 0 7.93 2 12.07 4 12.37 6 17.,aa 8 12.45 10 12.46 Boring No.: B - 6 Depth: 1' to 2' Material: Clay Percent Lime ply 0 8.27 2 12.18 4 12.38 6 12.43 8 12.46 10 12.47 CMJ ENGINEERING, INC. PLATE A.17 LIMA SERIES TEST it�S�4L�'S®��ir�ued project: 2018 Bond Street Reconstruction, Contract 1 Fort Worth, Texas project No.: 110-18-102 Boring No.: B - 11 Depth: 111/z" to 2' Material: Silty Sandy Clay Percent time pH 0 7.63 2 12.07 4 12.37 6 L12.43 g 45 49 PLATE AA8 CMJ ENGINEERING, INC. SOLUBLE SULFATE EST RESULTS Project: 2010 Bond Street Reconstruction, Contract 1 Fort Worth, Texas Project No.: 110-10-102 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLATE AA 9 Win PAS Pavement Thickness Design According to 1993 AASHTO wide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: City of Fort Worth Company: Baird Hampton and Brown Contractor: CMJ Engineering Project Description: Great Southwest Parkway Location: Fort Worth, Texas Rigid Pavement Design/Evaluation PCC Thickness 9.40 inches Load Transfer, J 100 Design ESAIs. 8,113,616.00 Mod. Subgrade Reaction, k 230 psitin Reliability 90.00 percent Drainage Coefficient, Cd 1.00 Overall Deviation 0.39 Initial Serviceability 4.60 Modulus of Rupture 620 psi Terminal Serviceability 2.25 Modulus of Elasticity 4,000,000 psi odulus of Subgrade Reaction N-value) Determinatio Resilient Modulus of the Subgrade 4,118 psi Resilient Modulus of the Subbase 15,089 psi Subbase Thickness 8.00 Inches Depth to Rigid Foundation feet Loss of Support Value (0,1,2,3) Modulus of Subgrade Reaction 230.20 psi/in PLATE B.1 6115/2016 12,00:51 PM Engineer: JPS M n PAS Pavement `thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: City of Fort Worth Company. Baird Hampton and Brown Contractor: CMJ Engineering Project Description: Alta View, Kimbo, and McComas Location: Fort Worth, Texas Rigid Pavement Design/Evaluation PCC Thickness 6.19 inches Load Transfer, J 3.00 Design ESALs 929,670.00 Mod. Subgrade Reaction, k 217 psilin Reliability 85.00 percent Drainage Coefficient, Cd 1.00 Overall Deviation 0.39 Initial Serviceability 4.50 Modulus of Rupture 620 psi Terminal Serviceability 2.25 Modulus of Elasticity 4,000,000 psi Modulus of Sub rade Reaction k-value) Determination Resilient Modulus of the Subgrade 4,118 pal Resilient Modules of the Subbase 15,089 psi Subbase Thickness 6.00 inches Depth to Rigid Foundation feet Loss of Support Value (0,1,2,3) Modulus of Subgrade Reaction 216.80 psllIn 7/11/20189:02:48AM Engineer: JP5 PLATE B.2 s n PAS Pavement Thickness Design According to 1993 AASH7® Guide for Design at Pavements Structures American Concrete Pavement Association Flexible Design Inputs Agency: City of Fort Worth Company: Baird Hampton and Brown Contractor: CMJ Engineering Project Description: Kimbo and McComas Location Fort Worth, Texas Flexible Pavement Design/Evaluation Structural Number 3.97 Sol] Resilient Modulus 4,118.20 psi Design ESALs 929,670.00 Initial Serviceability 4.50 Reliability 85.0o percent Terminal Serviceability 2.60 Overall Deviation 0.45 Layer Thickness Determination Layer Material Layer Coefficient Drainage Coefficient Layer Thickness Layer SN HMAC Ty D 0.44 1.00 2.00 0.88 HMAC Ty B 0.41 1.00 6.50 2.67 LSS 0.08 1.00 6.00 0.48 - - - E SN 4.03 PLATE B.3 71912018 8:63:42 AM Engineer: JPS GC-4.04 Underground Facitities THIS PAGE LEFT INTENTIONALLY RIAN CITYOF voR,r WoRni tircal 5uuthwc.g tlmkway Jmlvavcmcnls STANDARD CONSTRUCTION �iIECII7CA' ION DCK!UM ENIS itavIsed Jklly k, 21P1 1 I'ru)wo ND. 101 1 14 i 20 10 0 - 20 40 1 I J W E IfT GRAPHIC SCALE: 1'= TO Feel OD I i OW GM V) ^ti .4a ,I, a IZ I ` I 0I U ` ry '� of II U ri CI4 _ 11 1N '! 1 _ I q Ill' C2C1 ! t 1. 'f CI / r! SDMH RIM = 614.16 / `�q y'� T I ---------- FL 24" RCP E = 610.74 1 Cl 21 + 1 C" l SSMH RIM = 813.66 II GREAT SOUTHWEST PKWY a 2.. O UNABLE TO OPEN x PE I / SDMH RIM = 615.20 a, a a. m ;u- 3 - 3 - 3 UNABLE TO OPEN _ L~i1 12 34 t -go Pvc 1 _—__------- 74 . ----------------------00 I -- - W -----------------$-- 24, , kT I 4-- --- Z Lij > -RCP SSMH RIM 616.36 TH 1 - ��-�— \ J Q FL 10" VC W 607.02 I SDMH RIM = 616.70 tt ©i FL 10" VC N 806.90 I 4 STL GAS '= Q 2 P I NORTHING. 6987109.29 FL 24" RCP NE = 611.32 (iG FL 10" VC S = 606.80 EASTINC: 2330625.63 V G1 TOP OF PIPEC1609.79 __ a. — a— — — Cl a. Q 3 4=STL A,-- — �— _— C1 _ — — �i 1! —:Y— l G 1 C N v �1 - G 10" VC i " W 1 W - - - --- - - -/ C2 % �- - - - - Y=- -- - - - - .r - yf"�- �Fi'rGl-= - The Rw.Group, Inc. G1 �� TBPE Firm i F-14595 O OF — P 1 — PL1 -- -- -- PL1 — PL1 -- -- PLt 9�••• +�,ti9y,+1� � 3" } FL1 PLl PLl 3u PLl PL 'r * �I SDMH RIM = 616.69 -- 21 a 216 RCP SDMH RIM = 615.49 �. a TIMOTHY A. MA13ENICHTT FL 21" RCP NE = 611.68 RG I FL 21" RCP NW = 611.61 `— — _ _� _ _ _ _ _ = w" •""•" SDI I 11 %to4 123220Alto DO a J 11 SDMH RIM = 616 c I���`°��''•E« g�o �+'� p UNABLE TO OPEN ISi AL II Z ' I - b o > ;! 11 018 REVISIONS a III N �� cV III I: NO. [� DESCRIPTION DATE 1 A TEST HOLE LOCATION ADDED, 10/17/2018 LLI LEGEND OF U.G. UTILITY TYPES LEGEND OF UTILITY SYMBOLS 3 d COMMUNICATIONS QL••g.. F- AT&T (TELE) - - - - C1 END CAP [ SD /J__ X- (n O Of PROJECT {!101119 AT&T (FOIDUCT) --- - - - - -- � - C2 TEST HOLE & K-_ X--_ Q � QL"C"/ D'• UTILITY CONTINUATION / MAPSCO NO, 49-K, 63-D, 64-A BHB No. 2017.719.000 1. AT&T (TELE) _...--- -- - __. - - Cl AT&T (FO/DUCT) - - - - © TELEPHONE CABINET QT LLI O TELEPHONE PEDESTAL ©T O TELEPHONE HANDHOLE (VAULT) D O O GAS / PETROLEUM QL••g.. TELEPHONE MANHOLE 0 THE RIOS GROUP ATMOS - - G1 TELEPHONE POLE TP ' • TELEPHONE POLE W/RISER Qt - EXPLORER PIPELINE - - PLl C0 H Q L"C"/"D" � FIBER HANDHOLE 7400 sand Strea1 SUBSURFACE UTILITY ENGINEERING U � ATMOS -- Gi CATV HANDHOLE © UTILITY COORDINATION Fort Worth TX. 76118 <� PIPELINE — -- PL1 817.345.7500 1-- EXPLORER O CATV CABINET CATV PEDESTAL C© © Z m ELECTRIC / POWER QL..g.. LIGHT POLE 0 BAIRD, HAMPTON & BROWN Y ONCOR — — — E1 ELECTRIC JUNCTION BOX (CABINET) QE - B ENGINEERING & SURVEYING Z ONCOR QL"C"/mD _ _ _ ELECTRIC POLE (POWER) ® 3801 William D Tate, Suite 500,Grapevine, TX 76051 maii®bha bincom O >- E1 ELECTRIC POLE W/RISER 00 Tel:617.251.8550 bhbinc.com TBPE Firm 044 TBPLS FIRM #10011302 1- Y TRANSMISSION POLE POTABLE WATER QL••g•. ELECTRIC HANDHOLE E O d CITY OF FORT WORTH, TEXAS ELECTRIC MANHOLE o' CITY OF FT. WORTH - - W1 l� Q L"C"/"D" SIGNAL POLE ® V) t j CITY OF FT. WORTH - - SIGNAL HANDHOLE/BOX sB TRANSPORTATION AND PUBLIC WORKS 0 � SANITARY SEWER GAS MANHOLE o INFRASTRUCTURE DESIGN & w � QL"ems GAS VENT PIPE (GAS RISER) ® CONSTRUCTION DIVISION o CITY OF FT. WORTH WWI GAS VALVE QL"C" I"D^ GAS METER GM V) CITY OF FT, WORTH WW1 — - - GAS TEST STATION LLJ STORM DRAIN QL..gw STORM SEWER MANHOLE 2018 BOND, STREET RECONSTRUCTION f'-f w STORM SEWER INLET CONTRACT I & WS CITY OF FT. WORTH SDI INL M — B to � Subsurface Utility Engineering (SUE) Certification STORM SEWER OUTFALL �� _. 0 QL^C"/"D" WASTE WATER MANHOLE C> 0 _, CITY Of PT. WORTH - -- ED1 --- -- WASTE WATER CLEANOUT - The enginEer's seal hereon is to certify that the utilities shown GREAT SW PKWY SUE O °O have been investigated in accordance with standard SUE WATER VAULT w� PROJECT BEGINTO STA. 3+00 m I . industry practices. Where indicated utility sizes and materials WATER VALVE 00 taken from best available records. All other information hereon WATER METER WM :2 WATER MANHOLE O DESIGNED: TAH SCALE: DATE: 10/17/2018 SHEET 0 [n has been provided by others and is not a part of this certification. FIRE HYDRANT DRAVlN: KJB 1'=20' t? OF 91 N I I �i I I I I I SDMH RIM = 608.68 FL 21",RCP SE = 604.29 SSMH RIM 608.22 FL 24' VC N = 590.86 �i �FL24'VC S= 590.81 �I UNABLE TO IWERT EAST II I I ' DUE TO HI�H FLOW VOLUME I 27., c1 ' , � � li l � ---�-- �I �� � -��- 1 - �� J_ � � -'� = O---_�--et-- � --rt-- - - - - I - - - + / "_ -_._�_ � � � �J-. O- _.�--yF.---`—_---__—__ .. ______— _.������eU�l M I � ' �, - W 00------------�-- 4+tio / J �-- r- --,- ��,\o- _ _ � � `'o� � ci � . F- -- a, a, -1 C 1 �� �� — I -� — - - PLt 1 --�— PL7 --+--- PLt - - PL1 i-+--- 1 PL1 �-- PL1 — �I4 � i n I I I I I Subsurface Utility Engineering (SUE) Certification The engineer's seal hereon is to cartify that the utilities shown have been investigated in accordance with standard SUE industry practices. Where indicated utility sizes and materials taken from best available records. All other information hereon has been provided by others and is not a part of this certification. -- -� - J f h U °o `v j I I I I � I I: SDMH RIM = 608.66 � � � �' j FL 24' RCP SW = 604.24 I � I I I it I., 1 it SDMH RIM = 608.37 I) � � j� FL 21 " RCP SW - 604.26 �_ ,.. _ ;,,-�� I GM `.� ,�, , ��: I � I _� --_ _ -�-� 1 � ww� '�- - 1�Ir-t ;I�f1.ti-- °� �--wwt-- - - � �i w�J1 - - .--�,-il -� - - —...._ � - - _ -�• -T- / C1 — — f s-- C1 �:� — _Ct_ _ _ — _ — C1 - _�/ O — - _ — 0 T �j y� GREAT SOUTHWEST PKWY N a �ry �_ __-�-___- _-_ -_- � _ __= y �, _— _� - a. �FDO 48 � RCP — SDr-� _ —' ----�5571 Ot � — 3"Di- - - _ —=--3D I:: �� S�-� _ Z U - TI-I-2 � � � 54" RCP STORM (SIZE PER RECORDS) .� Bo I NORTHING: 6987149.91 E4STING: 2331072.02 ` V TOP OF PIPE: 600.62 F � �1 _ G1 — G1 4- ST1= - Gi _ 1 _ � t1G7 SDMH RIM = 608.17 FL 21'" RCP N = 604.01 _ _ _ �� - _ PL1 -6�• PL7 -- PLt `� �-- 1 �; -- PU �- � PLt --- - - PLt 3- PL1 - - � PL - - PLt -� - � PLt - _�� I � \ I \ - I.... _..—_—.\ \� _.- I LEGEND OF U.G. UTILITY TYPES LEGEND OF UTILITY SYMBOLS COMMUNICATIONS QL^B^ ATBT (TELE) --- --- C1 END CAP [ AT&T (FO/DUCT) -- - C2 TEST HOLE QL^C^1^D^ O UTILITY CONTINUATION 2 ATBT (TELE) ----- Q) --- ATBT (FOIDUCT) �--- - © -- TELEPHONE CABINET 0T TELEPHONE PEDESTAL ©T 7ELEPHONE HANDHOLE (VAULT) GAS /PETROLEUM QL••B•• TELEPHONE MANHOLE C ATMOS G1 TELEPHONE POLE 7P EXPLORER PIPELINE - - PL1 TELEPHONE POLE W/RISER CO QL^C"/^D" FIBER HANDHOLE a ATMOS G1 CATV HANDHOLE EXPLORER PIPELINE -- PLI CATV CABINET CATV PEDESTAL ELECTRIC ! POWER OL^B^ ONCOR — — — Ei LIGHT POLE 1LP1 QL^C^/^D^ ELECTRIC JUNCTION BOX (CABINET) _Y®- QE ONCOR _ — _ ELECTRIC POLE (POWER) Ei ELECTRIC POLE WIRISER c0 TRANSMISSION POLE POTABLE WATER QL••B•• ELECTRIC HANDHOLE ❑E CITY OF FT. WORTH - - yV1 ELECTRIC MANHOLE QL^C"/"D^ SIGNAL POLE CITY OF FT. WORTH � � � SIGNAL HANDHOLE/BOX SB SANITARY SEWER GAS MANHOLE � QL^B^ GAS VENT PIPE (GAS RISER) CITY OF FT. WORTH ----- WW1 � GAS VALVE OL"C"/^D" GAS METER GM CITY OF FT. WORTH - WW1 --- GAS TEST STATION TS STORM DRAIN QL^B^ STORM SEWER MANHOLE STORM SEWER INLET INL CITY OF FT. WORTH SD1 STORM SEWER OUTFACE �� QL^C^!^D^ WASTE WATER MANHOLE cirY or Fr. woarH SD1 � WASTE WATER CLEANOUT WATER VAULT 0 WATER VALVE �S WATER METER WM WATER MANHOLE FIRE HYDRANT �- 20 10 0 20 40 W E GRAPHIC SCALE: 1'= 20 Fset s I I i I C The Rba Group, Inc. TBPE Flan I F-1/SB5 _�aa®\1\i c TIM•OµHY A•NABENI»C / ^HT �i '�/ /��1t, C 123220 �r D �,,.p�'t,<�/pEN g�� Gas < �S� y 1D-77-2018 REVISIONS n N0. (� DESCRIPTION DATE V 1 � TEST HOLE LOCA710N ADDED. 10/17/2018 ll 2 (� _ a � H SD h— CITY PROJECT !}701119 V K-- X--_ LIAPSCO N0. 49-K, 63-D, 64-A BHB No. 2017.719.000 F- Q THE RIOSGROUP C". H SUBSURFACE UTILITY ENOINEERINO 7400 Santl Street U UTILITY COORDINATION FON Warth TX. 76118 � e 17.345.7500 H Z O SAIRD, HAMPTON &BROWN U - ENGINEERING & SURVEYING Z 3801 Wllllam D Tate, Suite 500, Grapevine, TX 76057 mail®bhb(nc.com � Tel: 617.251.8550 bhbinacom TBPE Flrm i44 TBPLS FIRM t10011302 ~ U CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS o INFRASTRUCTURE DESIGN & CONSTRUCTION DIVISION � W 2018 BOND, STREET RECONSTRUCTION � CONTRACT I & WSM - B "' GREAT SW PKWY SUE o STA. 3+00 TO STA. 8+00 0° 00 DESIGNED: TAH SCALE: DATE: 10/17/2018 SHEET � DRAYIN: KJH 1'=20' 9 OF 91 N W O 0 I s T J t C i (77 Q O U U Q' (n _� Y Y o_ f- W H 0 (!) F-- w C7 I n C r W Z J V 5r i �� ' I I J , -- �I � � I � � U A ;� I ; i ! �" o �, ! jr SDMH RIM = 610.20 II ' I FL 21 " RCP I SE_ = 606.54 ,_ _ _ _I �I \ O ^ 4 FL 24"RRCP W 0=2 606.52 '� � II I n' ` I I I SSMH RIM 609.67 FL 8" VC N = 602.19 FL 8" VC E = 602.07 FL 8" VC W = 602.05 i �I l—_ �VVPt---= —_WWI � - B=YG WWI - —� WJIT._� .- C1 ------------ Q1- -- � _ ci _ 4" STL GAS NORTHING: 6987 t 83.67 FASTING: 2331577.93 TOP OF PIPE: 606.58 48" RCP )D -----�-I-----�— �-�'9YD----�Br---� � SOT- = 610.54 ✓ = 600.t6 —..iY. 4 a. a. — �'.—�1- — .� -- —• 1. ' —__ — — — T - 1 - - t - 1 G1 G1 /+ � I �� L- 1;� \ �, � — - � I � I f I 17 !� V5 C IF7 �� �_� i -� — wwi -�-�-= wit �> c, — — WWt — —fit y wwt — — __ww' .� — _ ww 00 _ -- � — �1 - iMi GREAT SOUTHWEST PKWY � NI 3 s a. +. w d, a, a, a, a. a, a, a, � �.�--.. -t2"_01 - -� _ _--- -� _ - _-_ =T- - - _- - - = y -sB-i-"-�°O -=-�Dr-- 42 RCP---sar-a,2�°°-s—sot-�-------sar— " W V �— �, - ---� G, - -- � - -- - G, 6--- -- CaC ------- --- - - -- — - - --- - - - -- - - G PL1 - - PLt - - PL1 - - PL1 - - PL1 6" - - PL7 - - PL1 - - PL1 - - PL1 - - PL7 3- I I -- - - — — - -- _ _.. -. _ ... - - -- —_ --.........__ _ I Subsurface Utility Engineering (SUE) Certification The engineer's seal hereon is to cartify that the utilities shown have been investigated in accordance with standard SUE industry practices. Where indicated utility sizes and materials taken from best available records. All other information hereon has been provided by others and Is not a part of this certification. PLt- -- - - PL1 - - PL1 - - PLi -- PL1 -- � PL1 - - - PLt - - FL1 LEGEND OF U.G. UTILITY TYPES COMMUNICATIONS qL"B" ATBT (TELE) — — — C1 -- ATBT (FO/DUCT) -- — C2 — ATBT (TELE) — — — C1 - ATBT (FO/DUCT) --- — © - GAS I PETROLEUM QL..B^ ATMOS -- G1 EXPLORER PIPELINE -- PLl QL^C"/^D^ ATMOS -- G1 EXPLORER PIPELINE — — PL ( ELECTRIC / POWER qL^B" ONCOR — — — El OL^C^/^D^ ONCOR — — — E1 POTABLE WATER OL"B" CITY OF FT. WORTH - - Wl QL^C"/^D^ CITY OF FT. WORTH - � ©j SANITARY SEWER OL"B^ CITY OF FT. WORTH — WW1 -- QL^C"/^D^ CITY OF FT. WORTH -- Wwt — - STORM DRAIN qL^B^ CITY OF FT. WORTH SD1 QL^C^/"D^ CITY OF FT. WORTH --- --- $Dl -- LEGEND OF UTILITY SYMBOLS END CAP [ TEST HOLE UTILITY CONTINUATION 2 TELEPHONE CABINET TQ TELEPHONE PEDESTAL ©T TELEPHONE HANDHOLE (VAULT) TELEPHONE MANHOLE O TELEPHONE POLE TP TELEPHONE POLE WIRISER FIBER HANDHOLE F❑ CATV HANDHOLE � O CATV CABINET CATV PEDESTAL `�C©' LIGHT POLE ]CPI O ELECTRIC JUNCTION BOX (CABINET) """llY®"��� QE ELECTRIC POLE (POWER) ELECTRIC POLE W/RISER c0 TRANSMISSION POLE ELECTRIC HANDHOLE ❑E ELECTRIC MANHOLE 'OO SIGNAL POLE SIGNAL HANDHOLE/BOX 58 GAS MANHOLE ®i GAS VENT PIPE (GAS RISER) GAS VALVE GAS METER GM GAS TEST STATION TS STORM SEWER MANHOLE STORM SEWER INLET INL STORM SEWER OUTFACE /� WASTE WATER MANHOLE WASTE WATER CLEANOUT WATER VAULT �W WATER VALVE j_Y WATER METER WM WATER MANHOLE 1 'OO+I FIRE HYDRANT 'V' zo ID a zo GRAPHIC SCALE: I'= 10 Feel I x H (n w H J a v� Ti,e Rbe Group, Inc. TBPE Fbm / F-14696 � +y'CQ'.S+� of T,,,,�+I � TMMOw NV A. HABENICNT�� � �. ..«^.....«. ;a� O ��p t 123220 t � EO REVISIONS a N0. Q DESCRIPTION DATE � 1 d LEST HOLE LOCATIGN ADDED. ID✓17�1p1g W z [� _ 3 � F �� SD /(_— CITY PROJECT (1101119 � � N X __ MAPSCO N0, 49—K, 63—D, 64—A BHB No. 2017.719.000 Q Q W � � O THE RIDS GROUP F- SUBSURFACE UTILITY ENGINEERING 7400 Sand SUeel U � UTILITY COORDINATION Farl Wonh TX. 7BIIS � � 81T.3I6.T500 {— O Z m O BAIRD, HAMPTON &BROWN U � Y - ENGINEERING & SURVEYING Z 3801 Wllllam D Tele, Suite 500, Grapevine. 7X 76051 mailQ btlOinc.com ��- Teh 817.251.8550 bhbino.cam TBPE Firm R44 TBPLS FIRM I1001I302 U Y CITY OF FORT WORTH, TEXAS � � F— TRANSPORTATION AND PUBLIC WORKS o w INFRASTRUCTURE DESIGN & CONSTRUCTION DIVISION � o wN W 2018 BOND, STREET RECONSTRUCTION � w CONTRACT I & WSM - B `� � GREAT SW PKWY SUE o °J STA. 8+00 TO STA. 13+00 00 I � � DESIGNED: TAH SCALE; DATE: 10/17/2D78 SHEET N DRAYIN: KJB 1"=20� 10 OF 91 � � O M r F W .T. V a SDMH RIM = 613.14 {� r FL 21" RCP S = 608.63 I I �I ( - - -- �� II„ SSMH RIM = 612.12 �� PLACED PER',RECORDS NO � FL 8" VC N = 604.66 �p EVIDENCE Fd�JND IN FIELD I FL 8" VC E = 604.52 �{ j�f" �- FL a' vc w = soa.so �� f(i .: � - J - — wwi — — — YVVtl1 = _ �- w -- —'�— wwt — -- _ -�, - =` = ww1 — / I— U � d GREAT SOUTHWEST PKWY N l v N - - _ _ _ - - ._ . - � - - _ _ _ _ - - .- _ _ J� tt 14�0_ 15 00 16 00 - s13f-� =--�-stit'�=�-=-Sb'T--=-—�--�f31-----�---rset-=---�-_—�----�- = 36' RCP ;, - �—�1-�._.. ,-_�� _= _ -_ a�� ems- - �� =�-' � --� —�_ ...-�,- -__ r I _,- •,._......-_—. V -._ r, \. .....� .4 \. is .�. --.._ _- _ _ _ — - —. — -- _ _ — — _ _ � —�i- _ _ _ _ _ _— _ JIL . G1 -�- ------ G1_ —�- G1 -� Gj---�?T- G1----I�iiG1 -- L J LJ 12' CI �V v - FLi - - PLi - - - ---- PLt -- PL1 -- Subsurface Utility Engineering (SUE) Certification The engineer's seal hereon is to certify that the utilities shown have been investigated in accordance with standard SUE industry practices. Where indicated utility sizes and materials taken from best available records. All other information hereon has been provided by others and is not a part of this certification. PLi —6— PLt - - PL1 3- PL1 — — — PLi r�r'� ^�`1 w O '" vc � — — wwi U ��a 3 N d i I T 30" RCF -� I U N ,_-T �'�E-Gi"- 8" CI JUMFi KIM = 613.21 FL 24" RCP S = 608.99 I I, �� ��II SSMH RItYI 812.70 FL 8" VC N 805.20 � FL 8' VC, E 605.10 I — — - �� _. ,� �� TH-4� ^a'-�� - 8" STL CASING NORTHING: 6987163.83 FASTING: 2332292.24 .- TO' OF PIPE: 610.24 d � - _ -`-- -�_._ l� L� 18 51-=-5'13T _ — � I �I TH-5 ) I 8" STL CASING NORTHING: 6987164.08 FASTING: 2332296.98 TOP OF PIPE: 610.10 i - - _ G1 a - - PLi '- - !PLi 1 --- Pf�l -- P�� --_;� LEGEND OF U.G. UTILITY TYPES COMMUNICATIONS QL..B.. ATBT (TELE) ---- — - - - -- — - C 1 A787 (FO/DUCT) -- — --- — --- C2 QL^C"/^D" O ATBT (TELE)----------- � C1 ATBT (FO/DUCT) - � -- - ---- C GAS /PETROLEUM qL'•B^ ATMOS --- G1 EXPLORER PIPELINE -- pL1 — QL^C"/^D^ ATMOS -- G1 — EXPLORER PIPELINE -- — — PL1 ELECTRIC ! POWER OL^B^ ONCOR — — — E7 — ONCOR QL^C^/^D- — E1 — POTABLE WATER qL^B" CITY OF FT. WORTH - - Wl - CITY OF FT. WORTH - � i SANITARY SEWER qL•.B^ CITY OF FT. WORTH -- - - - - VJ141 QL"C"/"D" CITY OF FT. WORTH - - Ww1 — STORM DRAIN OL^B^ CITY OF FT. WORTH SD1 Q L"C ^/"D ^ CITY OF PT. WORTH -- — --- SD1 — !' Q W _Z J �en G LEGEND OF UTILITY SYMBOLS END CAP TEST HOLE UTILITY CONTINUATION TELEPHONE CABINET TELEPHONE PEDESTAL TELEPHONE HANDHOLE (VAULT) TELEPHONE AIANHOLE TELEPHONE POLE TELEPHONE POLE WlRISER FIBER HANDHOLE CATV HANDHOLE CATV CAGINET CATV PEDESTAL LIGHT POLE ELECTRIC JUNCTION BOX (CABINET) ELECTRIC POLE (POWER) ELECTRIC POLE W/RISER TRANSMISSION POLE ELECTRIC HANDHOLE ELECTRIC MANHOLE SIGNAL POLE SIGNAL HANDHOLEIBOX GAS MANHOLE GAS VENT PIPE (GAS RISER) GAS VALVE GAS METER GAS TEST STATION STORM SEWER MANHOLE STORM SEWER INLET STORM SEWER OUTFACE WASTE WATER MANHOLE WASTE WATER CLEANOUT WATER VAULT WATER VALVE WATER METER WATER MANHOLE FIRE HYDRANT I I 20 t6 0 2a �o j Y/ E GRAPHIC SCALE: f'= 20 Feel � W 0 6 � I s The Rba Or"up, Ine. TBPE Flan { F•USBS � U U 0 O m �_ Y i:r-f-Far._�-r�--- � lc-n-2o1R REVISIONS a N0. Q DESCRIPTION DATE � 1 � TEST HOLE LOCATION ADDED. 10/17/201e Lv 2 � i 3 r, � �o L SD N— CITY PROJECT !%101119 � � 1 � K X I- Q IAAPSCO N0. 49-K, 63-D, 64-A BHB No. 2017.719.000 Q 0 � �o � U THE RIOSGR®UP ♦- SUBSURFACE UTILITY ENGINEERING 7400 Send Slreal U � © UTILITY COORDINATION FON Worth TX. 76116 � � © © 617.345.7500 I— m Z O ® O � � BAIRD, HAMPTON &BROWN U � Y EQ ENGINEERING & SURVEYING Z 3801 Wllllam O Tale, Suite 500, Grapevine, 7X 76051 meilQbhbinc.com � } O � Tel: 817.251.8550 bhbinucom TBPE Flrm I41 TSPLS FIRM f10011302 U 1' o � CITY OF FORT WORTH, TEXAS � °- H se TRANSPORTATION ANL� PUBLIC WORKS o ® OO INFRASTRUCTURE DESIGN & � � cM � CONSTRUCTION DIVISION � o (n TS W 2018 BOND, STREET RECONSTRUCTION � w ® INL CONTRACT I & WSM — B `" � `t_ Q(� � GREAT SW PKWY SUE o °' 0 � STA. 13+00 TO STA. 18+00 cD I ❑ � WM � DESIGNED: TAH SCALE: DATE: 10/17/2018 SHEET � (n -� DRAVIN: KJB 1 "=20' 11 OF 91 N � O 0 r W Z_ J ci Q i Y1 E s I I '� I !' I � - �', t% � � II� I I I / �� � I - - - � �� � - - \ 'may - --- - - � I I �, _---- c:] _ _- s =.—jam— Ct �— _ _ _-��_�—ct- - - - - 50� GREAT SOUTHWEST PKWY oo _ _ _ _ _1s oo � 2 00 21 ou zz oo �` 2a CDT-- --S'�1 30` RCP�SQT—� -_ _--3Bt------�-------------�-----�----------------� ------------ -- I - -- - -- - -_� � _. - -- _ � _--l-��4 -- — -_ _- - --- --- Gt _ -- 1 G � 4" PE t� - _- —'-G� GT� _ C1 - -- _ -- -- -- - �y� �"�jyj� r- - �— — - — — �� -- � - - �- - — � — -gam � G i - - - it t - �; — - - ��- - -- - - - - �1 — C1 � A �— I I 11 I/ i I li I i `I 1 i I II . �� Subsurface Utility Engineering (SUE) Certification The engineer's seal hereon is to cartify that the utilities shown have been investigated in accordance with standard SUE industry practices. Where indicated utility sizes and materials taken from best available records. All other information hereon has been provided by others and is not a part of this certification. ', '1 i �r r - mil — —�I - �11 I , i I: i it � - i ��; �I i I O 0 M N d H W J V a LEGEND OF U.G. UTILITY TYPES LEGEND OF UTILITY SYMBOLS COMMUNICATIONS QL^B.. ATBT (TELE) -- ------ C1 END CAP [ ATBT (FO/DUCT) - - - C2 TEST HOLE QL^C^/^D^ UTILITY CONTINUATION i AT&T (TELE) --- - ---- - - - C1 ATBT (FO/DUCT) - -- - - - - © TELEPHONE PEDESTAL � T© TELEPHONE HANDHOLE (VAULT) � T❑ � GAS /PETROLEUM QL..B^ TELEPHONE MANHOLE `J ATMOS -' - Gi TELEPHONE POLE W/RISER TP EXPLORER PIPELINE -- PLl FIBER HANDHOLE F� QL^C^/^D^ ATMOS -- G1 CATV HANDHOLE EXPLORER PIPELINE - - PL 1 CATV CABINET CATV PEDESTAL ELECTRIC / POWER QL^B.. ONCOR E� LIGHT POLE QL^C"/„D„ ELECTRIC JUNCTION BOX (CABINET) ® QE ONCOR _ _ ELECTRIC POLE (POWER) EI ELECTRIC POLE W/RISER TRANSMISSIOIJ POLE POTABLE WATER OL..B.. ELECTRIC HANDHOLE O ❑E CITY OF FT. WORTH - � 1y) ELECTRIC MANHOLE QL^C"P.D.. SIGNAL POLE CITY OF FT. WORTH - � � SIGNAL HANDHOLE/BOX SB SANITARY SEWER GAS MANHOLE QI-^B^ GAS VENT PIPE (GAS RISER) CITY OF FT. WORTH ---- - ---- - WW1 GAS VALVE QL"C"/^D" GAS METER GM CITY OF FT. WORTH WW1 GAS TEST STATION O STORM DRAIN OL^B^ STORM SEWER MANHOLE CITY OF FT. WORTH SD1 STORM SEWER INLET /_\ INL QL^C"/^D^ STORM SEWER OUTFACE CITY OF rT. WORTII SD1 __- WASTE WATER MANHOLE WASTE WATER CLEANOUT jJ WATER VAULT QW WATER VALVE f� WATER METER WM WATER MANHOLE O FIRE HYDRANT 20 10 0 10 /0 I GRAPHIC SCALE: 1'= 10 Feel � W O 0 Tne aa. Droop, mo. TBPE Fbm / F-U585 I `1 I x Q U U � TIMOTH�A. HA9�NICM7 % � ��'� 123220 � �r � 1�'•. �� m �Si„EAL E��� Y J `-j�-/j' iC—t7_211D—t7-2D1� � REVISIONS d N0. /, DESCRIPTION OATS N 1 � LEST HOLE LOCATION ADDED. 10/17/2019 LLI z [� _ a � F. �o SD %)__ CITY PROJECT �/101119 � � K—_ __ MAPSCO N0. 49-K, 63-D, 64-A BHB Na. 2017.719.000 Q Q W � � O THE RIOSGROUP SUBSURFACE UTILITY ENGINEERING 7400 Santl 9Ueal i..) � UTILITY COORDINATION Fan Wanh TX. 78118 � � 817.345.7500 H-- O Z m O aAIRD, HAM PTDN &BROWN U � - `1 ENGINEERING &SURVEYING Z 3801 Wllllam U Tale, Sune 500, Grapevine, TX 78051 mallQ bhbinc.cem � � Tel: B17.251.8550 bhbinc.cOm TBPE Firm /41 TBPLS FIRM ►10011302 U Y CITY OF FORT WORTH, TEXAS � � F- TRANSPORTATION AND PUBLIC WORKS o w INFRASTRUCTURE DESIGN & �? CONSTRUCTION DIVISION � o (n W 2018 BOND, STREET RECONSTRUCTION � � CONTRACT I & WSM - B "' � C7 GREAT SW PKWY SUE o °' STA. 18+OC TO STA. 23+00 00 I 00 � DESIGNED: TAH SCALE: DATE: 10/17/2018 SHEET DRAVlN: KJB 1'=20' 12 OF 91 � � •I � CURB INLET i SDMH RIM = 610.79 � UNABLE TO OPEN I{`II _ zo to o zo 40 I� z � pD W E 1 - GRAPHIC SCALE: 1'= 20 Feel I I _ ?p, s 3 MCA N U SSMH RIM = 610.88 �I � I FLS'PVCN605.12 m FL B' PVC S 605.02 a i U SDMH RIM = 809.56 --1 � � FLOOR ELEV = 598.15 S i�I Q__ _. y n N _ ��-, _ _ -- ,� � � a 3^� O 3 3 , • GREA e FSOUPTIH YEST� INLET 13 \° I, N �c � Sn' LY-= ,, a I I ��` 1 � I -12" DI W1 � a i CURB 3 INLET C` 8_CI _ � , F ` 3 C SDMH RIM = 609.42 Z� � o I r FLOOR ELEV = 605.81 �� � i � I t �,, � f' � � � The Rb. Omup, Inc. - / �� t � € O TBPE Fkm f F•/t595 � (I �,� � iti m �ygp�E.»F.?; ,sty, *! __ *� c " I � TIMONTHY A•H�BENICH•T�I D I � i ...«. .""./ ,. /�p� 123220.«. �� 0 II I ', I,��F S/ cEAL E G��' � I V' i r 1018 < m REVISIONS n HO. (, DESCRIPTION DATE V 1 � TEST HOLE LOCATION ADDED. 10/17/2018 U. LEGEND OF U.G. UTILITY TYPES LEGEND OF UTILITY SYMBOLS 3 � _ COMMUNICATIONS qL"B" AT&T TELE C ATBT ((FO% UCT) - — - ----� - C2 TEST HOLE L � KD_ - CITY PROJECT 1/101 119 (l X---- QL"C"I"D" O UTILITY CONTINUATION / MAPSCO N0. 49-K, 63-D, 64-A BHB No. 2017.719.000 Q AT&T (TELE)--------- --- C1 - AT&T (FOIDUCT) - - � � -- � —. TELEPHONE CABINET QT � TELEPHONE PEDESTAL T© � TELEPHONE HANOHOLE (VAULT) � � THE BIOS GROUP GAS /PETROLEUM QLs.. TELEPHONE MANHOLE (�; ATMOS - - G1 TELEPHONE POLE Tp EXPLORER PIPELINE - - PLl TELEPHONE POLE W/RISER cQ � QLnC"/"D^ FIBER HANDHOLE i O SUBSURFACE UTILITY ENGINEERING 7100 Send Slreai :..) ATMOS -- G1 -- UTILITY COORDINATION Forl Worth TX. 79119 EXPLORER PIPELINE -- PLI CATV HANDHOLE © BV.J45.750o Z CATV CABINET CATV PEDESTAL © � ELECTRIC / POWER QLnsn U ONCOR — — — E1 LIGHT POLE BAIRD, HAMPTON &BROWN Q Ln`.n/.eDn ELECTRIC JUNCTION BOX (CABINET) � EQ B ENGINEERING &SURVEYING Z ELECTRIC POLE POWER ® O ONCOR — — — E1 ELECTRIC POLE W/RISER) 3e01 Wlluam D Tate, Susie sDo. Grapevine, TX 7so51 mail@bnbinacom 7e1: 917.251.e550 bhbino.com TDPE Flrm t44 TBPLS FIRM J10011302 TRANSMISSION POLE (� U POTABLE WATER QL"Bn ELECTRIC HANDHOLE � � CITY OF FORT WORTH, TEXAS � CITY OF FT. WORTH - 1y1 ELECTRIC MANHOLE OO � QL"Cn/nDn SIGNALHAONDHOLE/BOX sB ® TRANSPORTATION AND PUBLIC WORKS o CITY OF FT. WORTH - - ©j SANITARY SEWER GAS MANHOLE ® o INFRASTRUCTURE DESIGN & QLnBn WW1 - GAS VALVE IPE (GAS RISER) CITY OF FT. WORTH �I CONSTRUCTION DIVISION QL"C"I"D" GAS METER GM CITY OF FT. WORTH 1YW1 � -- GAS TEST STATION TS LiJ STORM DRAIN gLnsn STORM SEWER MANHOLE ® 2018 BOND, STREET RECONSTRUCTION N STORM SEWER INLET INL CONTRACT I & WSM - B -- -- - - Subsurface Utility Engineering (SUE) Certification clrroFFT.woRrH — — sDt QL"C" /"Dn STORM SEWER OUTFACE CITY OF fT. WORTII — SD1 ._ _... WASTE WATER MANHOLE � � p The englDEer'S Seel hereon IS IO Certify that the Ut11111e5 ShOWn WASTE WATER CLEANOUT GREAT SW PKWY SUE O have been invesllgated in accordance with standard SUE WATER VAULT � � STA. 23+00 TO PROJECT END C° industry practices. Where indicated utility sizes and materials WATER VALVE � taken from best available records. All other information hereon WATER METER VIM O DESIGNED: TAH SCALE: DATE: 10/t7/2018 SHEET � I has been provided by others and is not a part of this certification. WATER MANHOLE FIRE HYDRANT -¢- DRAYIN: KJB 1 �=20� 13 OF 91 (4 W O r] (/7 Q O U U O m Y vT ►� GC-4.o6 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I Great Southwest Parkway Improvements Project No. 101119 XC 6.06.D Minority and women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. ]Ol 119 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is $50,000 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 17 % of the base bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the purchasing division and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed and/or emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. (FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN 'THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE, A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the M/WBE Office at (817) 212-2674. Rev. 2/ 10/ 15 City of Fort Worth Minority Business Enterprise BE Subcontractors/Suppliers Utilization Form The Fain Group, Inc. 2018 Bond Contract lA -Great Southwest Parkway City NO. 101119-1 ;its MBE Project Goal: I Offeror's MBE Project Commitment: 3 ATTACHMENT 1A Page 1 of 4 applicable block to describe Offeror BID DATE October 24, 2019 101119-1 �IITiI7�� 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 Purchasing Division no later than 2:00 p.m. on the second City business day 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 MBE firms) 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. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Signcant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractorlconsultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1"tier, a payment by a subcontractor to its supplier is considered 2" tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/10/15 FORT WORTH ATTACHMENT IA Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Email Contact Person T i f NCTRCA N ° n BM E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount M B E W B E Lone Star Trucking & Excavation P.O. Box 12523 Fort Worth, Tx 76110 Lonestartrucing@gmail.com Saul Perez ❑ Roadway Excavation Concrete Demo Trucking N/A $121,035 0 0 0 0 0 0 Rev. 2/10/15 FORTI 'wD I'[l ATTACNMENTIA Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status, i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Email Contact Person T i ' NCTRCA N ° n B E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount nn B E W B E El 1:1 El 1:1 El Rev. 2/10l15 E,�RT `r'�ORTH ATTACHMENT1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers I $ ' 'Z � 03 i Q g3 Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ �7C� 8�6 . � TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ �� �q9��'?j � ��- The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o Change/Addition form. 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 Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE 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 MBEs) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBEs) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. re �_! ' � • _ � .. 2500 Great Southwest Pkwy Address wort Worth/ TX / 76106 City/State/Zip Larry Frazier Printed Signature N/A Contact Name/Title (if different) 817-927-4388 817-927-4389 Telephone and/or Fax Lfrazier@faingp.com E-mail Address 10/24/2019 Date Rev. 2/10/15 RTITFORTH City of •Worth Minority•rise Specifications Prime Contractor Waiver Form The Fain Group, Inc. 2018 Bond Contract lA -Great Southwest Parkway -City NO. 101119-1 17 MBE Project 3 ATTACHMENT 1B Page 1 of 1 October 24, 2019 PROJECT NUMBER 101119-1 If both answers to this form are YES, do not complete ATTACHMENT 1 C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if b.Wh answers are yes. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. X NO Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. 11 NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBEs) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a geriodof time not less than one (1) year. President Title The Fain Group, Inc. CompanvName 2500 Great Southwest Park Way Address Fort worth, Tx 76106 City/State Larry Frazier Printed Signature N/A Contact Name (if d'rfferent) 817-927-4388 817-927-4389 Phone Number Fax Nwnber Lfrazier@faingp.com Email Address 10/24/2019 Date Rev. 2110/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe The Fain Group, Inc. offeror PROJECT NAME: I MM//DBE g NON-M/W/DBE BID DATE 2018 Bond Contract IA -Great Southwest Parkway City No. 101119-1 October 24,2019 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 17 % 3 % 101119-1 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Concrete Concrete Supplier Underground Utility's Utility Pipe Supplier Trucking Earthwork/ Demo Erosion Control Rev. 2/10/15 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's MMlBE Office. x Yes Date of Listing 10 / O1 / 19 No 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) x No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? _YeS (If yes, attach list to include name of MBE firm, ep rson contacted, phone number and date and time of contact.) x NO 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? x YeS jlf yes, attach list to include name of MBE firm, fax number and date and time of contact. in addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confinnation and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? X Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) NO NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method' must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? x Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? x Yes No Rev. 2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? x Yes (If yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? x Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) NO 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary. and attach.) Com an Name Tele hone Contact Person Sco a of Work Reason for Re'ection Trucking in Style 817-561-5486 Carla Rhodes Trucking N/A ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this 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 shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev. 2/10/15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBEs) listed was/were contacted in good faith. It is understood that any MBEs) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/VVBE Office. Signature Title The Fain Group, Inc. Company Name 2500 Great Southwest Pkwy Address Fort Worth/ TX/ 76106 City/State/Zip Frazier Printed Signature Contact Name and Title (if different) 817-927-4388 Phone Number lfrazier@faingp.com Email Address 10/24/2019 Date 817-927-4389 Fax Number Rev. 2/10/15 April 11, 2019 Mr Larry Frazier The Fain Group Inc P O Box 750 Fort Worth, TX 76101 Col � ������ , ^ r.i ,_ � v �-ii i. �y:....................... PREQUALIFICATION TO BID CITY OF FORT WORTN WATER DEPARTMENT PROJECTS Dear Mr. Frazier: Thank you for your submittal of information and data toward prequalification to perform our work. We are pleased to advise that your prequalification has been finalized. A bid limit $44,515,910.00 has been established for your organization based on the financial data submitted. Your firm is prequalified to perform the following work: -- Wastewater Mains (12" and under) for New Development, Rehabilitation, and Redevelopment using Open Cut construction methods -- Water Mains (12" and under) for New Development, Rehabilitation, and Redevelopment using Open Cut construction methods The prequalification and bid limit established above will remain current through 4I30/2020 This date was established to be sixteen (16) months from the date of the most recent financial statement received, unless rescinded for cause. Should you desire prequalification in the future beyond the aforementioned, submittal of updated financials, work experience, and equipment list will be necessary for this department to establish a new bid limit. Please be advised that the plans and documents for the work to be performed must be submitted to and approved by the City of Fort Worth Water Department. We appreciate your interest in our work and should you have some question in this or other matters within our purview, please do not hesitate to contact Mr. John Kasavich at (817)392-8480 or Norma Sauceda at (817)392- 6055. Yours very truly, ! f ��i l Chris Harder, P.E. Water Director Fort Worth Ail-AmedcaCity '�II�► 1964 • 1993 •2011 MAIL TO: John Kasavich, P.E. Fort Worth Water Department Engineering &Regulatory Services 200 Texas Street Fort Worth, TX 76102. WATER DEPARTMENT THC CITY OF FORT WORTH * ZOO TEXAS STREET * FORT WORTH, Texas 76102 817-392-8240 * FAx 817-392-8195 �r Printed on recycled paper GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway hvprovements Project No. ]Ol 119 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 1167 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 1230 Bricklayer/Stone Mason $ 19,45 Bricklayer/Stone Mason Trainee $ 1331 Bricklayer/Stone Mason Helper $ 10691 Carpenter $ 17675 Carpenter Helper $ 1432 Concrete Cutter/Sawer $ 17,00 Concrete Cutter/Sawer Helper $ 11900 Concrete Finisher $ 15,77 Concrete Finisher Helper $ 11000 Concrete Form Builder $ 15,27 Concrete Form Builder Helper $ 11600 Drywall Mechanic $ 15.36 Drywall Helper $ 12,54 Drywall Taper $ 15000 Drywall Taper Helper $ 11,50 Electrician (Journeyman) $ 19063 Electrician Apprentice (Helper) $ 15,64 Electronic Technician $ 20,00 Floor Layer $ 18000 Floor Layer Helper $ 10000 Glazier $ 21,03 Glazier Helper $ 12,81 Insulator $ 16,59 Insulator Helper $ 11,21 Laborer Common $ 10,89 Laborer Skilled $ 14,15 Lather $ 12,99 Metal Building Assembler $ 16,00 Metal Building Assembler Helper $ 12,00 Metal Installer (Miscellaneous) $ 1100 Metal Installer Helper (Miscellaneous) $ 11,00 Metal Stud Framer $ 16,12 Metal Stud Framer Helper $ 12,54 Painter $ 16,44 Painter Helper $ 9098 Pipefitter $ 21,22 Pipefitter Helper $ 1539 Plasterer $ 16,17 Plasterer Helper $ 12,85 Plumber $ 2138 Plumber Helper $ 15,85 Reinforcing Steel Setter $ 12,87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www,texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway Improvements Project No. ]01119 Ray Matlock Right-ofAVay lntcgrity Administralor June 20, 2019 Zarate, Lane IVI City of Fort Worth 817-392-7802 Lane.Zara te@forhvortlntexas.gov ref: Great Southwest Parkway from lldarlc N Pkwy to I35 SenTice Road Lane, 1Sox 2G50 Tulsa, Oklahoma 74101-2650 9l8.493-5153 direct dial 8Gb-780-3598 facsimile m atlock a rxnlxoni Explorer Pipeline does not object to the fiurl>:erance of this projects laiotvn as Ureat Southwest Parkway (From Mark IV Plcwy to I35 Service Road) drawings sent Monday June 17, 2019 and guidelines set for in an email and meeting on June 20, 2019. The project has been approved per Explorer Pipeline Specifications. As a reminder, you will need to generate aOne-Call ticket to give us notice at least =1$ hours prior to any activity within our easement/right-of-Way. An Explorer Pipeline inspector is required to be present for all excavation on or near our Rights of Way. We appreciate your cooperation. If you have any questions or comments, please call. Respectfully, Rey Iviadock Right -of --Way Integrity 1ldministrator Cc: Aaron Peltier, Arlington ROW, Patuck Nwakoby, Caleb Lavaliere Explorer Pipeline Company Foreign Crossing and Encroachment Specifications Before you start any excavation project Call 811 (State One Call Center). There is also a project survey/design ticket available through the One Call Center which allows for pre -planning and underground utility first contacts. Federal and State laws require 4842 hours' notice given to the utility companies prior to beginning excavation. This may be accomplished by contacting a "One Call" system (see bottom of back page for listings). If you are unable to contact the appropriate one call system, please call the nearest Explorer Pipeline area office a minimum of 48 hours prior to commencing work. The following are minimum requirements for most proposed encroachments to avoid conflict with Explorer Pipeline's easement rights. It is not Explorer's intent to convey that these are the only types of activities permitted; additional specifications may be required depending upon the proposed encroachments. GENERAL REQUIREMENTS FOR SURFACE ALTERATIONS A) Explorer's easement restricts the placement of a permanent structure, building, parking lot, pond, etc., within the right-of-way without a project review and the expressed written consent of Explorer Pipeline, B) An authorized Explorer representative must be on site during any type of excavation or surface modification within the right-of-way. This includes activities such as driving fence posts. C) Any change in the amount of existing material (soil) on and over the right-of-way, that makes the total amount of cover less than four (4') feet or adds more than one (1') foot of cover, must be approved in advance by Explorer's ROW Integrity Administrator. D) Encroaching party will be responsible for any future erosion repairs due to its activities, or lack of proper erosion control measures, which result in Explorer having to relocate its pipeline or take corrective measures to prevent its pipeline from becoming exposed. GENERAL REQUIREMENTS FOR BURIED LINE CROSSINGS A) All buried lines crossing Explorer right-of-way shall be installed adhering to all applicable codes and requirements governing such installations. B) All buried lines crossing Explorer's right-of-way must cross on an angle that when measured between the proposed buried line and Explorer right-of-way is between 90 and 45 degrees. This angle must be maintained across the entire width of the right-of-way. Points of Intersection (Pls) are not allowed within the ROW boundaries. C) All buried lines crossing Explorer's pipeline shall maintain a minimum separation of 24 inches between the two lines, with the same grade of depth carried across the entire right-of-way. D) All buried lines should cross under the pipeline. However, should the encroaching party be unable to comply with the 24" clearance requirements due to obstructions or unfavorable soil conditions, Explorer's representative may approve special design and construction. E) Explorer's pipeline shall be exposed at encroaching party's expense during all bored crossings where clearance between Explorer's line and proposed bore path is ten feet (10') or less. In addition, for bored crossings, the minimum separation between Explorer and crossing utility shall be 48 inches. In cases where the soil condition (swampy) does not safely allow for Explorer Pipeline to be exposed, sheet piling (min. 5 feet from pipeline to a depth 48" below the bottom of the pipe) shall be used to protect the pipeline. Upon completing crossing, compact all disturbed backfill to a density equal to or greater than surrounding soil. F) No foreign appurtenances (meters, poles, drop boxes, collection basins, etc.) shall be located within Explorer's right-of-way. G) Encroaching party shall furnish and install a six inch wide burial warning tape, 12 to 18 inches above all lines and extend across the entire width of Explorer's right-of-way. H) Where physically possible, signs shall be installed at each edge of right-of-way by encroaching party to locate and identify owner, type of service, and emergency phone numbers. EPL-331 Rev. XIv 06/2016 I) Encroaching party will be responsible for any future erosion repairs due to its activities, or lack of proper erosion control measures, which result in Explorer having to relocate its pipeline or take corrective measures to prevent its pipeline from becoming exposed. PARALLEL ENCROACHMENTS AND OVERLAPPING EASEMENTS WITHIN EXPLORER PIPELINE'S RIGHT-OF-WAY A) A third party intending to encroach upon Explorer's easement must first obtain Explorer's permission and/or provide documentation stating there is no exclusivity to said easement. Explorer prefers not to have parallel pipeline construction within its easement. A Joint User Agreement will be put in place to reserve any "first in time' rights available to Explorer should there be a need for overlapping easements. The requirements for parallel encroachments and overlapping easements within Explorer's right-of-way will be negotiated with Explorer's Right -of -Way Integrity Administrator and Senior Attorney. 1. EXCAVATION A) Plans for any excavation on the right-of-way must be approved before work commences. Excavating closer than 24 inches to the pipeline or cathodic protection (C.P.) wires shall be done by hand until the pipeline and C.P. wires are exposed. This shall be done only with the approval and in the presence of an authorized Explorer representative. After Explorer's pipeline and C.P. wires have been exposed, the excavation equipment should be positioned so the operation of the equipment will not reach within 24 inches of the pipeline or C.P. wires. B) If a backhoe is used, the bucket should be curled under each time it is returned to the ditch and should have a plate covering all teeth to reduce the chance of gouges or punctures to the pipe. C) A One Call to 811 (State One Call Center) is required if any deep plowing or ripping of the soil within the right-of-way, including agricultural land, at any depth that may negatively impact the safe operations of the pipeline. If you should strike the pipeline at any time you must call Explorer's emergency number at 888-876-0036; it is the law. All tiling projects require an 811 call. 2. COMMUNICATION LINES (FIBER OPTIC, TELEPHONE, TV, OTHER DATA LINES) A) Shall meet all provisions GENERAL REQUIREMENTS — BURIED LINE CROSSINGS, B) For clearances less than 48" below Explorer and for all crossings over Explorer, fiber optics shall be encased in rigid steel conduit the full width of right-of-way. Directionally bored installations will be evaluated on a case by case basis. 3. POWER LINES (BURIED) A) Shall meet all provisions GENERAL REQUIREMENTS —BURIED LINE CROSSINGS, B) Shall have a minimum clearance of 24 inches when crossing over or under Explorer's pipeline. C) Shall be encased in steel conduit. The steel conduit shall be the full width of the right-of-way and centered in a 6" minimum layer of red concrete. D) Concrete may be omitted when crossing under Explorer's pipeline when 48 inches or more of clearance is obtained between the bottom of Explorer's pipeline and the top of the steel conduit; Or if 72 inches of clearance is obtained for bored installations utilizing non -steel conduit. E) Signs shall be placed at each edge of the right-of-way to mark the underground cable angle and path of crossing. The signs are to be furnished by the Power Company of the encroaching party. 4. POWER LINES (ABOVEGROUND) A) Shall maintain a minimum of 25 feet of clearance above grade and completely across the right-of-way. B) Shall have no poles or appurtenances located on the right-of-way. 5. SEWER AND WATER LINES A) Shall meet all provisions GENERAL REQUIREMENTS -BURIED Explorer Pipeline Page 1 of 2 * K PIPE LWIN E. LINE CROSSINGS. Explorer Pipeline Company Foreign Crossing and Encroachment Specifications B) Septic tanks /drain fields are not permitted within the right of -way. 6. METALLIC PIPE CROSSINGS A) Explorer Pipeline personnel will install leads on Explorer's pipeline when deemed necessary. Explorer Pipeline may request test leads to be installed at third party pipeline crossings. 7. STREETS, ROADS, DRIVEWAYS AND RAILROADS A) Unpaved residential driveways shall be allowed provided there will be a minimum cover of 48" between the lowest point of the road sub -grade and top of Explorer's pipeline. B) An opportunity for Explorer to make a pipe inspection must be given at least 48 hours prior to the start of any construction. C) Provisions A, C & D of the GENERAL REQUIREMENTS FOR SURFACE ALTERATIONS pertain to driveway crossings. D) Paved driveways, streets, highways and railroad construction may require a special encroachment agreement. Plans for such crossings should be submitted a minimum of 180 calendar days prior to work commencement to allow time for project impact review by Explorer's ROW Integrity Administrator, 8. FENCES — BARRIERS • WALLS A) Privacy fences are not permitted, unless otherwise authorized by the easement or as approved by Explorer's ROW Integrity Administrator. B) Fence posts shall not be installed within 3 feet of the center of the pipeline and the first post either side of the pipe shall be set in hand dug holes. To perform normal maintenance, access through or around fences crossing the right-of-way must be provided. C) Cable Barrier vertical supports along highway medians or rights -of - way must span the pipeline equidistance from the center of the pipeline and not be closer than 3 feet from the edge of the pipeline. The first footings either side of the pipe shall be set in hand dug holes. D) Sound Barrier or Beautification Walls shall be designed with asub- grade horizontal beam. Vertical supports will be mounted to the horizontal beam. There are no vertical shafts to be drilled on the right-of-way without Explorer's approval in writing. E) Installer shall adhere to provisions A & C of GENERAL REQUIREMENTS FOR SURFACE ALTERATIONS. 9. LANDSCAPING A) Flower beds, lawns and vegetable gardens are permitted within the right-of-way, but may be damaged by routine or annual maintenance / testing, if planted directly over the pipeline. Heavy maintenance may require total clearing of the right-of-way. B) The planting of trees or shrubbery on, or which hang over; Explorer's right-of-way is prohibited unless specifically stated in the right-of-way agreement. Ornamental trees or shrubs required by city ordinance with deep, sophisticated root systems will NOT be allowed over the pipeline at any time. C) Provisions of GENERAL REQUIREMENTS FOR SURFACE ALTERATIONS shall apply to landscaping. 10. OPEN WATERWAYS A) Open waterways smaller than 3 feet wide at the bottom are defined as "ditches" and must have a minimum of 3 feet of cover from the top of the pipe to the bottom of the ditch, or the ditch must be lined using an approved Explorer method and material. Larger open waterways are considered on a case by case basis. B) Anyone altering (clearing, re -grading or changing alignment) a waterway on Explorer's right-of-way must obtain approval from Explorer and shall meet Provisions A, C & D of the GENERAL REQUIREMENTS FOR SURFACE ALTERATIONS. 11. BLASTING/SEISMIC ACTIVITY All blasting and seismic activity encroachment shall be approved by Explorer prior to work. The party responsible for the blasting shall complete and submit Explorer's Blasting Data Form to Explorer for calculation of the safe blasting distance. EPL-331 Rev. XIV 06/2016 12. SUBSURFACE DRAINAGE TILE (NON METALLIC) A) Shall meet provisions A, B, E, F, & H, of GENERAL REQUIREMENTS- BURIED LINE CROSSINGS. B) A minimum clearance of 12" is desired at the crossing with a constant grade the full width of Explorer's right-of-way. C) Field tiles that cross over the pipeline shall require special non- metallic support. Support is not required for plastic drain lines. 13. TEMPORARY HEAVY EQUIPMENT CROSSINGS A) Equipment such as construction, logging, etc., must cross the pipeline only at Explorer approved crossing locations where the cover has been checked and determined adequate to meet load - bearing requirements. B) Provisions A, C & D of the GENERAL REQUIREMENTS FOR SURFACE ALTERATIONS also apply. NOTE: These specifications are subject to change. Please contact your local Explorer Pipeline office prior to commencing any work on the right-of-way. Right•of-Way Integrity Administrator: (918) 493-5153 EXPLORER PIPELINE AREA OFFICES These ARE NOT emergency numbers. Hammond, Indiana Greenville, Texas (877)931-7473 (877)918-7473 Wood River, Illinois Houston, Texas (877)926-7473 (877)915-7473 Glenpool, Oklahoma Port Arthur, Texas (877)925-7473 (877)912-7473 Arlington, Texas (877) 921-7473 ONE CALL SYSTEMS National One Call Indiana Illinois Missouri Oklahoma Texas 811 1-800-382-5544 1-800-892-0123 1-800-344-7483 1-800-522-6543 1-800-545-6005 EXPLORER PIPELINE COMPANY 24-HOUR EMERGENCY NUMBER (CALL TOLL FREE) 1-888-876-0036 C7 Know what's b@IOW. C811 before you dig. Explorer Pipeline Page 2 of 2 APPLICATION FOR PLEASE TYPE FLOODPLAIN DEVELOPMENT PERMIT Date 04/01/2019 Permit No. EDP- 19- 07E Name of Owner or Applicant Telephone No. Office Use Only City of Fort Worth -Water Depart. & TPW dpproved ❑Approved Address of Owner 200 Texas Street Nearest Stream With Fort Worth, Texas 76102 Little Fossil Creek ❑Dented " Conditions* Location of Permit Area (Address or Legal Description) Date In: Date Out: % Great Southwest Parkway right-of-way - from Mark IV Parkway to North Freeway (IH 35 Processed By: n Service Road) Approved By: PURPOSE OF REQUEST: ❑✓ Excavation ❑Filling ❑Dredging or Mining ❑✓ Utility Construction ❑ Building Permit ❑Grading ❑✓ Paving ❑Drilling Operations ❑ Other BRIEF DESCRIPTION OF& PROPOSAL (Attach separate sheet If needed) Proposed improvements within Great Southwest Parkway R.O.W. entail reconstruction of water pipe by open trench and trenchless methods, reconstruction of sanitary sewer by open trench method, reconstructing curb inlets, and reconstructing the existing asphalt pavement with concrete. Street grades are proposed to be reconstructed to essentially the same existing grades. The existing bridges are not proposed to be reconstructed. Existing creek flood waters currently overtop the bridges. COMPLETE APPLICABLE QUESTIONS: 1. Total drainage area of watercourse 40,000 acres. 2. Regulatory flood elev. 609.5 ❑Not available. 3. Has site previously flooded? Z Yes ❑ No 4. Is site subject to flooding? ❑✓ Yes ❑ No 5. Is safe access available during times of flood? ❑ Yes ❑ No ❑ Unknown 6. Is the proposal within the designated floodway? Z Yes ❑ No ❑Unknown 7. Have all necessary prior approval permits been obtained from federal, state or local governmental agencles?❑ None Required ❑Yes ❑No (If no, explain; if yes, provide copies of approval letters or permits.) ATTACH THE FOLLOWING IF APPLICABLE: 1. Two (2) sets scale drawings showing location, dimensions, elevations of existing and proposed topographic alterations, existing and proposed structures, location relative to floodplain area, 2. Extent to which watercourse or natural drainage will be altered or relocated. 3. Supporting hydraulic calculations, reports, etc., used as a basis for proposed Improvements. 4. Lowest floor elevation (Including basement) of all proposed structures. 5. Elevation to which any non-residential structure shall be flood proofed. 6. Certification by registered professional engineer or architect that flood proofing criteria are met as set forth In Section 7-347, Sub -Section b, Ordinance No. 11998. DURING THE OCCURRENCE OF A 100-YEAR FREQUENCY FLOOD WILL THE PROPOSAL: Yes No Info. Not Available 1. Reduce capacity of channels/floodwa s/watercourse in flood lain area? ❑ ❑✓ ❑ 2. Measurably increase flood flows/heights/damage on off -site properties? ❑ ❑✓ ❑ 3. Individually or combined with other existing or anticipated development expose adjacent properties to adverse flood effects? El ❑ ❑ 4. Increase velocities/volumes of flood waters sufficiently to create significant erosion of flood lain soils on subject property or adjacent property upstream/downstream? ❑ ❑✓ ❑ 5. Encroach on floodway causing increase in flood levels? ❑ ❑✓ ❑ 6. Provide compensatory storage for any measurable loss of flood storage capacity? ❑ 0 ❑ FLOODPLAIN DLVLL®PMLN I PERMIT The City of Fort WOrth's Floodplain Permit Program is authorized by Section 7-318 of City Ordinance No. 11998, adopted June 13, 1995. This permit is required for all development taking place within the area of the 100-year floodplain (special flood hazard areas) as shown on the current Flood Insurance Rate Maps and Flood Boundary-Floodway Maps, published by the Federal Emergency Management Agency (FEMA). These maps are available for public inspection in the Engineering Department, Municipal Building, 1000 Throckmorton Street. Failure to obtain a Floodplain Development Permit or violating other provisions of City Ordinance No. 11998 or the conditions described within the permit constitutes a misdemeanor and upon conviction, a person, firm, or corporation could be fined up to one thousand dollars ($1,000) a day for each day that the violation occurs. I understand that the conditions which may be stated for permit approval or the provisions of City Ordinance No. 11998 may be superseded by other provisions of City code or policies. I further understand that this Floodplain Development Permit does not constitute final approval until all development requirements placed on the property have been met. These requirements include, but are not limited to, City construction plan approval, platting and community facilities agreements. This proposal shall be subject to any change in floodplain development policy at the actual time of development. Application is hereby made for a permit to authorize the activities described herein. I hereby certify that I am familiar with the information contained on this application and to the best of my knowledge such information is true and accurate. I further certify that I possess the authority to undertake the proposed activity. I understand that if my application is denied, I have sixty (60) days from the date of such denial to appeal the adverse action to the City Plan Commission. Greg Ro b b i n � Digitally signed by Greg Robbins Date: 2019004.11 11:49:25-0500' Signature of Applicant or Authorized Agent OFFICE USE ONLY FLOODPLAIN AREA/DEFINED BY: L� FEMA ❑ C//��O,,,,E,^, ❑FLOOD STUDIES ❑HIGH WATER MARKS ❑OTHER FEMA INS. ZONE DFJ' FEMA MAP NO. FLOOD FLOOD ELEV. 405 fi GROUND ELEV. FLOOD PLAIN STUDY CONDITIONS FOR APPROVAL* OR REASONS FOR DENIAL'* FLOOD ELEV, THIS PERMIT SHALL EXPIRE TWO YEARS FROM THE DATE OUT ON PAGE 1 ABOVE APPLICATION FOR FLOODPLAIN DEVELOPMENT PERMIT Date 04108/2019 Name of Owner or Applicant City of Fort Worth - Water Depart. & TPW Telephone No. Address of Owner 200 Texas Street Nearest Stream Fort Worth, Texas 76102 Little Fossil Creek Location of Permit Area (Address or Legal Description) (1)North Freeway (IH 35 SB Frontage Road);(2) Great Southwest Parkway (behind GSID IND PK, Mark IV, Block 6R Lot 6), Mark IV Parkway;(3) Behind 820Mark IV Addition, Block 1 Lot 4. PURPOSE OF REQUEST: ❑✓ Excavation ❑Filling ❑Dredging or Mining PLEASE TYPE Permit No. ffice Use Only Approved ❑ Approved With ❑Denied"` Conditions' Processed Approved By: ❑✓ Utility Construction ❑Building Permit ❑ Grading ❑raving ❑Drilling Operations ❑ Other �07 BRIEF DESCRIPTION OF PROPOSAL (Attach separate sheet If needed) Please see attached drawings for pipeline construction locations. Proposed improvements within Little Fossil Creek easement includes reconstruction of sewer by open trench and trenchless methods. The existing bridges are not proposed to be reconstructed. . COMPLETE APPLICABLE QUESTIONS: 1. Total drainage area of watercourse Has site previously flooded? ✓ Yes ❑ No ❑ acres. 5. Is safe access available during times of flood? ❑Yes 6. Is the proposal within the designated floodway? Z Yes ❑ No 2. Regulatory flood elev. 603.0 ❑Not available. 4. Is site subject to flooding? Z Yes ❑ No ❑✓ No ❑Unknown ❑Unknown 7. Have all necessary prior approval permits been obtained from federal, state or local governmental agencies?❑✓ None Required ❑Yes ❑No (If no, explain; If yes, provide copies of approval letters or permits.) ATTACH THE FOLLOWING IF APPLICABLE: 1. Two (2) sets scale drawings showing location, dimensions, elevations of existing and proposed topographic alterations, existing and proposed structures, location relative to floodplaln area. 2. Extent to which watercourse or natural drainage will be altered or relocated. 3. Supporting hydraulic calculations, reports, etc., used as a basis for proposed Improvements. 4. Lowest floor elevation (including basement) of all proposed structures. 5. Elevation to which any non-residential structure shall be flood proofed. 6. Certification by registered professional engineer or architect that flood proofing criteria are met as set forth in Section 7-347, Sub -Section b, Ordinance No. 11998. DURING THE OCCURRENCE OF A 100-YEAR FREQUENCY FLOOD WILL THE PROPOSAL: Yes No Info. Not Available 1. Reduce capacity of channels/floodwa s/watercourse in flood lain area? ❑ ❑✓ ❑ 2. Measurably increase flood flows/heights/damage on off -site properties? ❑ ❑✓ 1 ❑ 3. Individually or combined with other existing or anticipated development expose adjacent properties to adverse flood effects? El ❑ ❑ 4. Increase velocities/volumes of flood waters sufficiently to create significant erosion of flood lain soils on subject property or adjacent property upstream/downstream? ❑ ❑ ❑ 5. Encroach on floodwa causing increase in flood levels? ❑ ❑✓ ❑ 6. Provide compensatorystorage for any measurable loss of flood storage capacity? ❑ 0 ❑ FLOODPLAIN DEVELOPMENT PERMIT The City of Fort Worth's Floodplain Permit Program is authorized by Section 7-318 of City Ordinance No. 11998, adopted June 13, 1995. This permit is required for all development taking place within the area of the 100-year floodplain (special flood hazard areas) as shown on the current Flood Insurance Rate Maps and Flood Boundary-Floodway Maps, published by the Federal Emergency Management Agency (FEMA). These maps are available for public inspection in the Engineering Department, Municipal Building, 1000 Throckmorton Street. Failure to obtain a Floodplain Development Permit or violating other provisions of City Ordinance No. 11998 or the conditions described within the permit constitutes a misdemeanor and upon conviction, a person, firm, or corporation could be fined up to one thousand dollars ($1,000) a day for each day that the violation occurs. I understand that the conditions which may be stated for permit approval or the provisions of City Ordinance No. 11998 may be superseded by other provisions of City code or policies. I further understand that this Floodplain Development Permit does not constitute final approval until all development requirements placed on the property have been met. These requirements include, but are not limited to, City construction plan approval, platting and community facilities agreements. This proposal shall be subject to any change in floodplain development policy at the actual time of development. Application is hereby made for a permit to authorize the activities described herein. I hereby certify that I am familiar with the information contained on this application and to the best of my knowledge such information is true and accurate. I further certify that I possess the authority to undertake the proposed activity. I understand that if my application is denied, I have sixty (60) days from the date of such denial to appeal the adverse action to the City Plan Commission, Greg Robbins Digitally signed by Greg Robbins Date: 2019.04.11 10:43:27-0500' Signature of Applicant or Authorized Agent OFFICE USE ONL FLOODPLAIN AREA DEFINED BY: �EMA ❑ COE ❑FLOOD STUDIES ❑HIGH WATER MARKS ❑OTHER FEMA INS. ZONE FEMA MAP NO. 'T �7`�('IeOIIC OI. FLOOD ELEV. 4e /) a:2 GROUND ELEV. FLOOD P CONDITIONS FOR APPROVAL* OR REASONS FOR DENIAL** FLOOD ELEV. THIS PERMIT SHALL EXPIRE TWO YEARS FROM THE DATE OUT ON PAGE 1 ABOVE GU-O,L4 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT V�'ORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Great Southwest Parkway huprovements Project No. ]011 l9 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 l Great Southwest Parkway hnprovements Project No. ]Ol ] 19 FORT WORTHo CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: September 5, 2018 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. We of Content (Click on items to go directly to the page) Items A. Water &Sewer 1. Manholes &Bases/Components........................................................... 1 2. Manholes &Bases/Fiberglass............................................................... 2 4. Manholes &Bases/Frames &Covers/Round....................................... 4 5. Manholes &Bases/Frames &Covers/Water Tight &Pressure Tight .. 5 6. Manholes &Bases/Precast Concrete .................................................... 6 8. Manholes &Bases/Rehab Systems/NonCementitious ......................... 8 ] 0. Pipe Casing Spacer............................................................................... 10 11. Pipes/Ductile Iron................................................................................. 11 12. Utility Line Mai•ker............................................................................... 12 B. Sewer 13. Coatings/Epoxy..................................................................................... 13 14. Coatings/Polyurethane.......................................................................... 14 15. Combination Air Valves....................................................................... ] 5 16. Pipes/Concrete...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE.......................................................................................... 19 20. Pipes/PVC (Pressure Sewer)................................................................. 20 21. Pipes/PVC*........................................................................................... 21 22. Pipes/Rehab/CIPP................................................................................. 22 23. Pipes/Rehab/Fold & For-m.................................................................... 23 24. Pipes/Open Profile Large Diameter...................................................... 24 C. Water 25. Appurtenances....................................................................................... 25 26. Bolts, Nuts, and Gaskets.......................................................................2E 27. Combination Air Release Valve........................................................... 27 28. Dty Barrel Fire Hydrants...................................................................... 28 29. Meters................................................................................................... 29 30. Pipes/PVC (Pressure Water)................................................................. 30 31. PipesNalves &Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves &Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves &Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement..................................................................... 34 35. 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