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Contract 59151-PM1
CSC No. 59151-PM1 FORT WORTH. CONTRACT FOR THE CONSTRUCTION OF Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements to serve Nort Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 Mattie Parker David Cooke Mayor City Manager Chris Harder Director, Water Department William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth Water & Development Services Department 2022 Prepared by Peloton Land Solutions 817-562-3350 TBPE Firm No.12207 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORT WORTH® City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I 018 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 00 05 10 Mayor and Council Communication 07/01/2011 00 05 15 Addenda 07/01/2011 00 II 13 Invitation to Bidders 07/19/2021 00 21 13 Instructions to Bidders 11/02/2021 00 35 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/30/2021 00 42 43 Proposal Form Unit Price 01/20/2012 00 43 13 Bid Bond I 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 00 45 11 Bidders Prequalifications 08/13/2011 00 45 12 Prequalification Statement 09/30/2021 00 45 13 Prequalification Application 08/13/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Business Equity Goal 10/27/2021 00 52 43 Agreement 11/23/2021 00 61 13 Performance Bond 07/01/2011 00 61 14 Payment Bond 07/01/2011 00 61 I9 Maintenance Bond 07/01/2011 00 61 25 Certificate of Insurance 07/01/2011 00-7200 General Conditions 08/23/2021 00 73 00 03/09/2020 Division 01 - General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures ---------- 0131 19 Preconstruction Meeting 01 31 20 n e eet Meetings 01 32 16 Construction Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 0I 78 23 Operation and Maintenance Data CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St Sl 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised March 1 I, 2022 Last Revised 12/20/2012 07/01/2011 08/17/2012 07/01/2011 08/13/2021 07/01/2011 12/20/2012 - - - --------------- 03/11/2022 03/09/2020 07/01/2011 03/22/2021 07/01/2011 07/01/2011 03/09/2020 07/01/2011 11/22/2016 02/14/2018 07/01 /2011 03/22/2021 12/20/2012 f 01 78 39 I Project Record Documents 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2of8 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 I 02 41 13 I024114 I 02 41 15 Existing Conditions Selective Site Demolition Utility Removal/Abandomnent 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 26 05 00 Common Work Results for Electrical 26 05 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 - Earthwork 31 10 00 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control - ---------------- 31 36 00 Gabions 31 37 00 Riprap Division 32 - Exterior Improvements 32 01 17 3201 18 32 01 29 32 11 23 32 11 29 32 11 33 32 11 37 32 12 16 32 12 73 32 13 13 32 13 20 32 13 73 32 14 16 32 16 13 Permanent Asphalt Paving Repair Temporary Asphalt Paving Repair Concrete Paving Repair Flexible Base Courses Lime Treated Base Courses Cement Treated Base Courses Liquid Treated Soil Stabilizer Asphalt Paving Asphalt Paving Crack Sealants Concrete Paving Concrete Sidewalks, Driveways and Barrier Free Ramps Concrete Paving Joint Sealants ------ - --- - - ---- - - - -- - -- -- Brick Unit Paving Concrete Curb and Gutters and Valley Gutters Date Modified CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised March 11, 2022 33 05 16 33 05 17 33 05 20 33 05 21 33 05 22 33 05 23 33 05 24 33 05 26 33 05 30 33 11 05 33 11 10 331111 33 11 12 33 11 13 33 11 14 33 12 10 33 12 11 33 12 20 33 12 21 33 12 25 33 12 30 133 12 40 32 17 23 32 17 25 32 31 13 32 31 26 32 31 29 32 32 13 32 91 19 32 92 13 32 93 43 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 Pavement Markings Curb Address Painting Chain Fences and Gates Wire Fences and Gates Wood Fences and Gates Cast -in -Place Concrete Retaining Walls Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings -Cast Iron 33 05 13.01 Frame, Cover and Grade Rings -Composite 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Concrete Water Vaults Concrete Collars Auger Boring Tunnel Liner Plate Steel Casing Pipe Hand Tunneling Installation of Carrier Pipe in Casing or Tunnel Liner Plate Utility Markers/Locators Location of Existing Utilities Bolts, Nuts, and Gaskets Ductile Iron Pipe Ductile Iron Fittings Polyvinyl Chloride (PVC) Pressure Pipe Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type Buried Steel Pipe and Fittings Water Services 1-inch to 2-inch Large Water Meters Resilient Seated Gate Valve AWWA Rubber -Seated Butterfly Valves Connection to Existing Water Mains Combination Air Valve Assemblies for Potable Water Systems Fire Hydrants CITY OF FORT WORTH Public Storrs Drain, Paving, Water, Sanitary Sewer & Street fright Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C'PN:103773 Revised March 11, 2022 33 12 50 33 12 60 33 31 12 33 31 13 33 31 15 33 31 20 33 31 21 33 31 22 33 31 23 33 31 50 33 31 70 33 39 10 33 39 20 33 39 30 33 39 40 33 39 60 33 41 10 33 41 11 33 41 12 33 41 13 33 46 00 33 46 01 33 46 02 33 49 10 33 49 20 33 49 40 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page4ofS Water Sample Stations Standard Blow -off Valve Assembly Cured in Place Pipe (CIPP) Fiberglass Reinforced Pipe for Gravity Sanitary Sewers High Density Polyethylene (HDPE) Pipe for Sanitary Sewer Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe ------------- Sanitary Sewer Slip Lining Sanitary Sewer Pipe Enlargement Sanitary Sewer Service Connections and Service Line Combination Air Valve for Sanitary Sewer Force Mains Cast -in -Place Concrete Manholes Precast Concrete Manholes Fiberglass Manholes Wastewater Access Chamber (WAC) Epoxy Liners for Sanitary Sewer Structures Reinforced Concrete Storm Sewer Pipe/Culverts High Density Polyethylene (HDPE) Pipe for Storm Drain Reinforced Polyethylene (SRPE) Pipe Polypropylene Pipe for Storm Drain Subdrainage Slotted Storm Drains Trench Drains Cast -in -Place Manholes and Junction Boxes Curb and Drop Inlets Storm Drainage Headwalls and Wingwalls Division 34 Transportation 34 41 10 Traffic Signals 34 41 10.01 Attachment A — Controller Cabinet 34 41 10.02 Attachment B — Controller Specification 34 41 10.03 Attachment C — Software Specification 34 41 11 Temporary Traffic Signals 34 41 13 Removing Traffic Signals 34 41 15 Rectangular Rapid Flashing Beacon 34 41 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 20.01 Arterial LED Roadway Luminaires 34 41 20.02 Freeway LED Roadway Luminaires 34 41 20.03 Residential LED Roadway Luminaires 34 41 30 Aluminum Signs 34 71 13 Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httn://fortworthtexas.eov/tnw/contractors/ CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised March I I, 2022 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of S or https://asps.fortworthtexas.eov/ProiectResources/ Division 02 - Existing Conditions 02 41 13 Selective Site Demolition 02 41 14 02 41 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 j 03 0-00 & ✓o; let c3 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 26 05 10 Demolition for Electrical Systems j 26 05 33 Raceways and Boxes for Electrical Systems j 26 05 43 Underground Ducts and Raceways for Electrical Systems_ j 26 05 50 Communications Multi -Duct Conduit Division 31 - Earthwork 3100 00 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow I 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 36 00 Gabions j 31 37 00 Riprap Division 32 - ;xterior Improvements 32 01 17 32 01 18 Temporary Aoki1s 32 01 29 Concrete Paving Repair 22 11 23 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Coureti 32 11 37 32 12 16 �g 32 12 73 A sislie1t n . r�r. et. c a1a_t,. 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and ValleyGutters 32 17 23 Pavement Markings 32 17 25 Curb Address Painting Last Revised 03/11/2022 12/20/2012 02/02/2016 03/11/2022 12/20/2012 12/20/2012 12/20/2012 03/11/2022 12/20/2012 12/20/2012 07/01/2011 02/26/2016 03/22/2021 01/28/2013 01/28/2013 01/28/2013 04/29/2021 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 03/11/2022 nV/21/29111 12/20/2012 1240/2012 03/11/2022 12/09/2021 12/20/2012 12/20/2012 12/09/2021 11/22/2013 11/04/2013 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised March 11, 2022 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6of$ 32 31 13 Chain Fcnccs and Gatc;, 12/2012012 32 31 26 Wife Fence and Gates 12/20/2012 32 9 Wood Fences and Gates 12/20/2012 32 32 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 32 91 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 32 92 13 Sodding 05/13/2021 32 92 11 Non Native Sccding 05/13/2021 32 93 '13 Trees and Shrub:, 42/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 9/07/2018 33 01 31 Closed Circuit Television (CCTV) Inspection — Sanitary Sewer 03/11/2022 33 01 32 Closed Circuit Television (CCTV) Inspection — Storm Drain 03/11/2022 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 01 11 Corrosion Control Test Stations 12/20/2012 33 01 12 Mag-neril::m mme.a Cathzxfc PrJection System 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Pipes 03/11/2022 33 05 10 Utility Trench Excavation, Embedment, and Backfill 04/02/2021 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings 12/09/2021 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 03/11/2022 Grade 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 03/11/2022 33-0-5-20 Auger Boring 12/20/2012 33 05 21 Tumid lkz.f-Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 r ^r^ ^ Wat _ Mete..s 12/20/2012 33 12 20 Resilient Seated Gate Valve 05/06/2015 33 12 21 AWWA Rubber -Seated Butterfly Valves 04/23/2019 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Gerriri rratim Air Valve Azcemblies for Potable Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2014 33 12 50 Water Sample Stations 12/20/2012 CITY OF FORT WORTH Public Stone Drain, Paving, Rater, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised March 11, 2022 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33 12 60 Standard Blow off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 11 13 Fibt 199i flt�.yfiorccd Pipc for Gravity Sanitt,:-� &,r.';rf 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipc fa; ' i v'j "Mier 01/23/2015 33 31 20 Polyvinyl Clr ri3c (PVC) Crivit-/ <' anitary--Sewer-Pij e 06/19/2013 Robwin33 31 21 C� a-,t frrrta: y ✓��cr 12/20/2012 Pipe 33 31 22 Sanita / Sovr - Clip Lining 12/20/2012 33 31 23 Sanitary Sews,: "pc E,r1n✓ mcnt 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 .................... 33 31 70 '��Sination Air Valve for Sanitary Sewer Force Mains 12/20/2012 33 39 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fibcrg1as Manitetes 12/20/2012 3-349-40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 d 1 11 High Density iN11ystt'tyicnc (HDPE) Pipe for Star Drain 12/20/2012 33 11 12 Reinforced Polyethylene -(SRPE) Pipe 11/13/2015 33 11 13 Poi rravylscc Pipe for Storm Drain 4/02/2021 33 16 00 Subikaintige 12/20/2012 33 16 01 S S orm Drains 07/4142 33 46 02 Trench Drains 07/01/2011 3-3-4-940Gast-ilie Iarkol✓ ar-d Junction Boxes' 12/20/2012 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 31 11 10 Traffic 03/11/2022 31 11 10.01 Attachment A Controller Cabinet 12/I8/2015 31 11 10.02 02/2012 - - - -- -- --- ------------ 31 11 10.03 Attachment C Software Specification 01/20I2 34 11 11 Temporary Traffic Signals 11/22/2013 31 11 13 03/11/202_2 31 11 20 Roadway ll�iiair 12/20/2012 - - Roadway 31 11 20.01 Arterial LED Luminaires 06/15/2015 31 11 20.02 Freeway LED P_asdv r , ;,irruirie 06/15/2015 31 11 20.03 I ru4 wit;l LED Roadway Luminaires, 06/15/2015 31 41 30 Aluminum Signs 11/12/2013 31 11 50 Sint Mod„ Fiber Optic Cable 02/26/2016 34 71 13 Traffic Control 03/22/2021 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light hnprovements - N Beach St 51i 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised March 11,2022 Appendix GC-4.01 GC-4.02 GC-4.04 GC4/36 GC-6.06.D GC-6.07 GC-6.09 GC 6.21 GR-01 60 00 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 Availability of Lands Subsurface and Physical Conditions Underground Facilities Minority and Women Owned Business Enterprise Compliance Wage Rates Permits and Utilities n v cYn*AW trx Product Requirements END OF SECTION CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer K Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised March I I, 2022 00 11 13 INVITATION TO BIDDERS Page I of 3 SECTION 00 11 13 INVITATION TO BIDDERS DEVELOPER AWARDED CONTRACTS FOR PUBLICLY BID PROJECTS ONLY RECEIPT OF BIDS Sealed bids for the construction of Storm Drain, Paving, Water, and Sanitary Sewer Improvements to serve North Beach Street SH170 to Saratoga Downs Way will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday May 26th, 2022, as further described below: City of Fort Worth Transportation & Public Works Department; IPRC 200 Texas Street Fort Worth, Texas 76102 Due to the COVIDI9 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, bid submissions, and bid opening shall be as follows: Vids will be accepted by: 1. US Mail at the address above. 2. By carrier, FedEx or hand delivery from 8:30-1:30 pm, Thursdays only at the south End Lobby of the City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A purchasing department staff person will be available to accept the bid and provide a time stamped receipt: or 3. If the bidder desires to submit the bid on a day or time other than the designated Thursday, the bidder must contact the Purchasing Department during normal working hours t 817-392-2462 to make an appointment to meet a Purchasing Department employee t the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102, where the bid(s) will be received, and time/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST Thursday. May 26th in the City Council Chambers, and broadcast through live stream and CFW public television which can be accessed at llttn://fortworthtexas.iov/fwtv/. The general public will not be allowed in the City Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Approximately 0.37 Miles of 4- Lane Divided Roadway and associated Storm Drain, Water, Sanitary Sewer & Street Light, signing/striping Improvements PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre - qualified by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS CITY OF FORT WORT1H, Public Storm Drain. Paving, Water, Sanitary Sewer & Street Improvements North Beach Street SN 170 To Saratoga Downs JVar STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 0011 13 INVITATION TO BIDDERS Page 2 of 3 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthuov.orgiourchasingl and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from: Peloton Land Solutions 9800 Hillwood Parkway, Suite 250 Fort Worth, Texas 76177 Contact: Kole Weber, P.E. kole.weber@pelotortland.com The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $260 (electronic copies available for free) Set of Bidding and Contract Documents with half size (if available) drawings: S25 (electronic copies available for free) PREBID CONFERENCE (Prebid conference is optional & at consultant's request. However, if preferred, the scheduled Prebid date is sometime between the 2 advertisements dates}. A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: No Prebid conference is planned at this time. TIME: No Prebid conference is planned at this time. DEVELOPER/CITY'S RIGHT TO ACCEPT OR REJECT BIDS Developer and City reserves the right to waive irregularities and to accept or reject bids. AWARD A contract will be awarded to the Bidder presenting the lowest price, qualifications and competences considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Kole Weber, P.E. , Peloton Land Solutions Email: kole.weber@pelotonland.com Phone: 817-562-3350 AND/OR Attn: Taylor Gunderman, City of Fort Worth Email: taylor.gunderman@fortworthtexas.gov fortworthtexas.gov Phone: 817-392-8009 CITY OF FORT WORTH Public Storm Dram. Paving, Water, Sanitari Sewer & Street Improvements - North Reach Street S11 170 To Saratoga Downs War STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 00 11 13 INVITATION TO BIDDERS Page 3 of 3 EXPRRESSION OF INTERES To ensure bidders are kept up to date of any new information pertinent to this Project or the COVIDI9 emergency declaration, as amended, as it may relate to this Project, bidders are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the bidder's company name, contact person, that individuals email address and phone number. All addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at: httn://www.fortworthtcxas.aov/nurchasinw/ PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addendum is issued, download the Plan Holder Registration form to your computer, complete and email it to the City Project Manager or the design Engineer, The City Project Manager and design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in http:/hvww.fortworthtexas.aov/nurchasinn/ Mail your completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES END OF SECTION CITY OF FORT WORTH Public Sturm Drain, Paring. Water. Sanitary Sewer 8 Street hnprovements - North Beach Street SH 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 0021 131 INSTRUCTIONS TO BIDDERS Page 1 of 9 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS DEVELOPER AWARDED CONTRACTS FOR PUBLICLY BID PROJECTS ONLY 1. Defined Terms 1.1. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.1.1. 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. I.1.2.Successful Bidder: The responsible and responsive Bidder to whom Developer/City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither Developer/City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. Developer/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 available by accessing all required files through the City's website at: https://apps.fortworthtexas.2ov/ProiectResources/ 3.1.1. Paving — Requirements document located at; Resources/Construction Documents/Contractor Prequalification/TPW Paving Contractor Prequalification Program 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; Resources/Construction Documents/Contractor Prequalification/TPW Roadway and Pedestrian Lighting Prequalification Program 3.1.3. Water and Sanitary Sewer — Requirements document located at; CITY OF FORT WORTH Public Storm Drain. Passing. Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 00 21 132 INSTRUCTIONS TO BIDDERS Page 2 of 9 02 - Construction Documents/Contractor Prequalification/Water and Sanitary Sewer Contractor Prequalification Program 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the successful bidder(s) for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the successful bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Failure to submit the additional information, if requested, may be grounds for rejecting the successful bidder as non -responsive. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 4.1.1. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by Developer/City or any representative of the Developer/City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Developer/City. 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." CITY OF FORT WORTH Public Storm Drain, Paring. Water. Sanitary Sewer & Street Improvements - North /leach Street SII 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 0021 133 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal is prima -facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.8.Promptly notify Developer of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the Developer shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2. I .those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by Developer in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the Developer nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by Developer in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. CITY OF FORT WORTH Public Storm Drain, Paring. Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 7o Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 00 21 134 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given Developer written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by Developer are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by Developer as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by Developer. CITY OF FORT WORTH Public Storm Drain. Paring, Water. Sanitary Sewer & Street Improvements - North Beach Street Su 170 To Saratoga Downs War STANDARD CONSTRUCTION SPECIFICATION DO('IJMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised Mardi 20, 2020 00 21 135 INSTRUCTIONS TO BIDDERS Page 5 of 9 6. Interpretations and Addenda 6.1. A1I questions about the meaning or intent of the Bidding Documents are to be directed to Developer's/City's representative. Interpretations or clarifications considered necessary by Developer in response to such questions will be issued by Addenda delivered to all parties recorded by Developer as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding Oral and other interpretations or clarifications will be without legal effect Address questions to: Attn: Kole Weber, P.E., Peloton Land Solutions Email: kole.weber@pelotonland.com Phone: 817-562-3350 AND/OR Attn: Taylor Gunderman, City of Fort Worth Email: taylor,gunderman@fortworthtexas.gov Phone: 817-392-8009 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by Developer/City. 6.3. Addenda or clarifications may be posted via the City's document management and collaboration system site at http://www.fortworthgov.org/purchasing 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of Developer will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. Developer's representative will transmit to all prospective Bidders of record such Addenda as Developer considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1.1. Each Bid must be accompanied by Bid Bond made payable to Developer in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements as listed in the General Conditions. 7.1.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, and Developer may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be Developer's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom Developer believes to have a reasonable chance of receiving the award will be retained by Developer until final contract execution. CITY OF FORT WORTH Public Storm Drain, Paving, Water, Samdfmtiv Sewer & Street improvements - North Beach Street SH 170 To Saratoga Downs War STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 0021 136 INSTRUCTIONS TO BIDDERS Page 6 of 9 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment niay be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Section 01 25 00 of the General Requirements. 10. Bid Form 10.1. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered legibly, in ink or type, for which the Bidder proposes to do the work contemplated or furnish materials required. 10.2. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate name, address and state of incorporation shall be shown below the signature. 10.3. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official name and address of the partnership shall be shown below the signature. 10.4. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The name and state of formation of the firm and the official address of the fine shall be shown. 10.5. Bids by individuals shall show the Bidder's name and official address. 10.6. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 10.7. All names shall be typed or printed in ink below the signature. CITY OF FORT WORTH Public Storm Drain, Paving, Water. Sanitary Sewer & S'treet improvements North Beach Street S11 170 To Saratoga Downs Was STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 00 21 137 INSTRUCTIONS TO BIDDERS Page 7 of 9 10.8. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 10.9. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 10.10. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 11. Submission of Bids Bids shall be submitted on the prescribed Bid Form and proposal form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to City of Fort Worth Project Manager, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security, if required, and other required documents. 12. Modification and Withdrawal of Bids 12.1. Bids cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the Developer/City, be returned unopened. 13.2 Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. 13. Opening of Bids 13.1. Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 14. Bids to Remain Subject to Acceptance 14.1. All Bids will remain subject to acceptance for the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. Developer/City may, at their sole discretion, release any Bid and nullify the Bid security, if required, prior to that date. CITY OF FORT WORTH Public Storm Drain, Paring. Water. Sanita,y Sewer & Street Improvements North Beach Street SM 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 002E 138 INSTRUCTIONS TO BIDDERS Page 8 of 9 15. Evaluation of Bids and Award of Contract 15.1. Developer/City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforining, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if Developer/City believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. Developer/City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successful Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 15.1.1. Any or all bids will be rejected if Developer/City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any Iitigation against Developer/City, Developer/City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the Developer/City will prevent or hinder the prompt completion of additional work if awarded. 15.2. Developer/City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the Developer/City. Developer/City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 15.3. Developer/City may conduct such investigations as Developer/City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to Developer's/City's satisfaction within the prescribed time. 15.4. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by Developer/City indicates that the award will be in the best interests of the Developer/City. 15.5. Failure or refusal to comply with the requirements may result in rejection of Bid. CITY OF FORT WORTH Public Storm Dram, Paving, Water. Sanitary Sewer & Street improvements - North Beach Street SIf 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 00 21 139 INSTRUCTIONS TO BIDDERS Page 9 of 9 16. Signing of Agreement 16.1. When Developer issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. The Contractor shall sign and deliver the required number of counterparts of the Agreement to Developer's representative with the required Bonds, Certificates of Insurance, and all other required documentation. END OF SECTION CIT1' OF FORT WORTJ-I Public Storer Drain, Paving, Water, Sanitary Sewer & Street Improvements North Beach Street SH 1711 To Saratoga Downs War STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised March 20, 2020 ADDENDUM NO. 1 To the Plans, Specifications & General Contract Documents Public Storm Drain, Paving, Water, Sanitary Sewer, & Street Light Improvements To Serve North Beach Street SH170 To Saratoga Downs Way CITY PROJECT NO.: 103773 Bid Date: June 9th, 2022 2:00 PM Addendum No. 1 Issued May 25th, 2022 The Contract Documents, Specifications, and Plans for the subject project are hereby amended as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. Document Modified: 00 11 13 Invitation To Bidders Developer Awarded Contracts For Publicly Bid Projects Only Description of Change: Bid date has been updated to be June 9th, 2022. PAGE 1 This Addendum, forms part of the Contract Documents referenced above and modifies the original Contract Documents and Plans. Bidder shall acknowledge receipt of this addendum in the space provided below, on the last page of the Bid Form and acknowledge receipt on the outer envelope of your bid. A signed copy of this Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECIEPT ACKNOWLEDGEMENT: weal's� t-r company :611difttle ei s'rtinriwa" L•p Address: S3z4 4act(i tA- 6i7. city: lc. !e✓bc� s , State: 7/ ISSUED BY: Peloton Land Solutions y Kole Weber Associate Principal ACCEPTED BY CITY: Viaoi V. Tomero (]Y. E. Victor T. Tornero Project Manager PAGE 2 4ZOU4AIlla. I 0011 13 INVITATION TO BIDDERS Page I of 3 SECTION 00 11 13 INVITATION TO BIDDERS DEVELOPER AWARDED CONTRACTS FOR PUBLICLY BID PROJECTS ONLY RECEIPT OF BIDS Sealed bids for the construction of Storm Drain, Paving, Water, and Sanitary Sewer Improvements to serve North Beach Street SH170 to Saratoga Downs Way will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday June 9th, 2022, as further described below: City of Fort Worth Transportation & Public Works Department; IPRC 200 Texas Street Fort Worth, Texas 76102 Due to the COVID19 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, bid submissions, and bid opening shall be as follows: Vids will be accepted by: 1. US Mail at the address above. 2. By carrier, FedEx or hand delivery from 8:30-1:30 pm, Thursdays only at the south End Lobby of the City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A purchasing department staff person will be available to accept the bid and provide a time stamped receipt: or 3. If the bidder desires to submit the bid on a day or time other than the designated Thursday, the bidder must contact the Purchasing Department during normal working hours t 817-392-2462 to make an appointment to meet a Purchasing Department employee t the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102, where the bid(s) will be received, and time/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST Thursday. June 9th in the City Council Chambers, and broadcast through live stream and CFW public television which can be accessed at http://fortworthtexas.aov/fwtvf. The general public will not be allowed in the City Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Approximately 0.37 Miles of 4- Lane Divided Roadway and associated Storm Drain, Water, Sanitary Sewer & Street Light, signing/striping Improvements PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre - qualified by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS CITY OF FORT WORTH Public Storm Dram, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SFI 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103773 Revised March 20, 2020 001113 INVITATION TO BIDDERS Pace 2 of 3 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http:IIwww.fortworthaov.ora/nurchasina/ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from: Peloton Land Solutions 9800 Hillwood Parkway, Suite 250 Fort Worth, Texas 76177 Contact: Kole Weber, P.E. kole.weber@pelotonland.com The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $260 (electronic copies available for free) Set of Bidding and Contract Documents with half size (if available) drawings: $25 (electronic copies available for free) PREBID CONFERENCE (Prebid conference is optional & at consultant's request. However, if preferred, the scheduled Prebid date is sometime between the 2 advertisements dates). A Prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: No Prebid conference is planned at this time. TIME: No Prebid conference is planned at this time. DEVELOPER/CITY'S RIGHT TO ACCEPT OR REJECT BIDS Developer and City reserves the right to waive irregularities and to accept or reject bids. AWARD A contract will be awarded to the Bidder presenting the lowest price, qualifications and competences considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Kole Weber, P.E., Peloton Land Solutions Email: kole.weber@pelotonland.com Phone: 817-562-3350 AND/OR Attn: Taylor Gunderman, City of Fort Worth Email: taylor.gunderman@fortworthtexas.gov Phone: 817-392-8009 CITY OF FORT WORTH Public Storni Dram. Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SP1 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103773 Revised March 20, 2020 001113 INVITATION TO BIDDERS Page 3 of 3 EXPRRESSION OF INTERES To ensure bidders are kept up to date of any new information pertinent to this Project or the COVIDI9 emergency declaration, as amended, as it may relate to this Project, bidders are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the bidder's company name, contact person, that individuals email address and phone number. All addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at: httn://www.fortworthtexas.gov/nurchasinz/ PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addendum is issued, download the Plan Holder Registration form to your computer, complete and email it to the City Project Manager or the design Engineer, The City Project Manager and design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in http://www.fortworthtexas.trovinurchasin_g/ Mail your completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES May 18th, 2022, and May 25t, 2022. END OF SECTION CITY OF FORT WORTH Public Storm Drain, Paving, Water. Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROTECTS City Project No 103773 Revised March 20, 2020 ADDENDUM NO. 2 To the Plans, Specifications & General Contract Documents Public Storm Drain, Paving, Water, Sanitary Sewer, & Street Light Improvements To Serve North Beach Street SH170 To Saratoga Downs Way CITY PROJECT NO.: 103773 Bid Date: June 16t", 2022 2:00 PM Addendum No. 1 Issued May 25th, 2022 Addendum No. 2 Issued May 26tt', 2022 The Contract Documents, Specifications, and Plans for the subject project are hereby amended as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. Document Modified: 00 11 13 Invitation To Bidders Developer Awarded Contracts For Publicly Bid Projects Only Description of Change: Bid date has been updated to be June 16th, 2022. PAGE 1 This Addendum, forms part of the Contract Documents referenced above and modifies the original Contract Documents and Plans. Bidder shall acknowledge receipt of this addendum in the space provided below, on the last pane of the Bid Form and acknowledge receipt on the outer envelope of your bid. A signed copy of this Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECIEPT ACKNOWLEDGEMENT: By: &oat-- Aiii41-2/%7;Theoar Company:Au itpsor aeirris%,1!., Address:j53Z7 ierr 6T. City: 1 Lam/ State:1 ISSUED BY: Peloton Land Solutions -- By: Kole Per Associate Principal ACCEPTED BY CITY: VIGtD- V. 7ovhejo fY. P.E. Victor T. Tornero Project Manager PAGE 2 ADDENDUM NO. 3 To the Plans, Specifications & General Contract Documents Public Storm Drain, Paving, Water, Sanitary Sewer, & Street Light Improvements To Serve North Beach Street SH170 To Saratoga Downs Way CITY PROJECT NO.: 103773 Bid Date: June 16th, 2022 2:00 PM Addendum No. 1 Issued May 25'h, 2022 Addendum No. 2 Issued May 26th, 2022 Addendum No. 3 issued June 8th, 2022 The Contract Documents, Specifications, and Plans for the subject project are hereby amended as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. Document Modified: Construction Plans Description of Change: Revised pavement width callout on Paving Sheets C501 & C503 to match pavement cross sections on C507. 2. Document Modified: Construction Plans i 1 Description of Change: Revised 3292.0400 Seeding, Hydromulch line item to reflect all disturbed channel grading area. Description of Change: Revised Grading Sheets C601 & C602 to add in hatching in portions of the median. The quantity in the Bid Proposal is correct. The sheets were just missing the hatching. Document Modified: 00 42 43 Bid Proposal Description of Change: Added 3292.0100 Block Sod Placement for Median and Parkways. 4. Document Modified: 00 42 43 Bid Proposal 5. Document Modified: Construction Plans Description of Change: Revised Overall Water Plan Sheet C201 with correct ending station, STA 7+88.39. 6. Document Modified: 00 42 43 Bid Proposal 1 Description of Change: Revised 9999.0022 6" HDPE Water Line line item to reflect correct length. PAGE 1 7. Document Modified: Construction Plans Description of Change: Revised Storm Plan & Profile Sheet C701 to reflect the correct amount of rip rap in channel SC -A at the drops. Quantities in the bid form are correct. Then plan sheet was the only update needed. 8. Document Modified: 00 42 43 Bid Proposal Description of Change: Revised the 8x4 multiple box culvert quantity to account for the 3 boxes total linear footage rather than treating the 8x4 multiple box culvert as a singular box system. The quantity revised from (3) 8x4 Box Culvert at 153 LF to 8x4 Box Culvert at 459 LF. 9. Document Modified: Construction Plans Description of Change: Revised Storm Plan & Profile Sheet C706 to revise the callout for SD-A1 in the plan view to a 60 degree bend rather than a 30 degree bend. No change in quantities. 10. Document Modified: Construction Plans Description of Change: Revised Storm Plan & Profile Sheet C702 to revise the callout in the profile at the water line crossing to reflect concrete encasement rather than flowable fill. PAGE 2 CornpanyaMSbc ( zu=0.742P Address:,53Z 1..rri- fl City: Aag-/X State: TY This Addendum, forms part of the Contract Documents referenced above and modifies the original Contract Documents and Plans. Bidder shall acknowledge receipt of this addendum in the space provided below, on the last page of the Bid Form and acknowledge receipt on the outer envelope of vour bid. A signed copy of this Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECIEPT ACKNOWLEDGEMENT: ISSUED BY: Peloton Land Solutions Byz Ensi K "elN b Associate Principal ACCEPTED BY CITY: Victor V TDY-Iei-o ? E. Victor T. Tornero Project Manager PAGE 3 ADDENDUM NO. 4 To the Plans, Specifications & General Contract Documents Public Storm Drain, Paving, Water, Sanitary Sewer, & Street Light Improvements To Serve North Beach Street SH170 To Saratoga Downs Way CITY PROJECT NO.: 103773 Bid Date: June 16th, 2022 2:00 PM Addendum No. 1 Issued May 25th, 2022 Addendum No. 2 Issued May 26th, 2022 Addendum No. 3 Issued June 8th, 2022 Addendum No. 4 Issued June 13th, 2022 The Contract Documents, Specifications, and Plans for the subject project are hereby amended as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. Document Modified: Construction Plans tf Description of Change: Revised Cover Sheet to reflect the addition of two Paving Detail Sheets (C509 & C510). 2. Document Modified: Construction Plans I Description of Change: Add sheets C509 & C510 Paving Details for the paving within TxDOT right-of-way. 3. Document Modified: 00 42 43 Bid Proposal Description of Change: Added 3331.4202 10" Sewer Pipe, CSS Backfill. PAGE 1 This Addendum, forms part of the Contract Documents referenced above and modifies the original Contract Documents and Plans. Bidder shall acknowledge receipt of this addendum in the space provided below, on the last page of the Bid Form and acknowledge receipt on the outer envelope of your bid. A signed copy of this Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECIEPT ACKNOWLEDGEMENT: ISSUED BY: Peloton Land Solutions By: u(h , A rM 14 T Kole Weber Associate Principal Company: ��7R cI 1i1 Address: IJ11#TH- T City: F.6kneril State:71 ACCEPTED BY CITY: VictoY V. Toi-neto Victor T. Tornero Project Manager PAGE 2 ADDENDUM NO. 5 To the Plans, Specifications & General Contract Documents Public Storm Drain, Paving, Water, Sanitary Sewer, & Street Light Improvements To Serve North Beach Street SH170 To Saratoga Downs Way CITY PROJECT NO.: 103773 Bid Date: June 16th, 2022 2:00 PM Addendum No. 1 Issued May 25th, 2022 Addendum No. 2 lssued May 26th, 2022 Addendum No. 3 lssued June 8th, 2022 Addendum No. 4 Issued June 13th, 2022 Addendum No. 5 Issued June 15th, 2022 The Contract Documents, Specifications, and Plans for the subject project are hereby amended as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. Document Modified: 00 42 43 Bid Proposal Description of Change: Added 9999.0023 6" All Weather Gravel Access Road quantity. 2. Document Modified: 00 42 43 Bid Proposal Description of Change: Replaced 3331.4203 10" Sewer Pipe, Select Fill line item with 3331.4201 10" Sewer Pipe and updated quantity to net out portion of Sewer Pipe that is with CSS Backfill. PAGE 1 This Addendum, forms part of the Contract Documents referenced above and modifies the original Contract Documents and Plans. Bidder shall acknowledge receipt of this addendum in the space provided below, on the last pqe of the Bid Form and acknowledge receipt on the outer envelope of your bid. A signed copy of this Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECIEPT ACKNOWLEDGEMENT: ISSUED BY: Peloton Land Solutions By: eeszi,EA)r Company:6*5. a70 Address: 53Z-7 talling ST: City: f . 1d *iN State: By: Kole CA1 e er Associate Principal ACCEPTED BY CITY: Victor V. Tornero Project Manager PAGE 2 00 11 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 0011 13 INVITATION TO BIDDERS DEVELOPER AWARDED CONTRACTS FOR PUBLICLY BID PROJECTS ONLY RECEIPT OF BIDS Sealed bids for the construction of Storm Drain, Paving, Water, and Sanitary Sewer Improvements to serve North Beach Street SH170 to Saratoga Downs Way will be received by the City of Fort Worth Purchasing Office until 1:30 P.M, CST, Thursday June 16th, 2022, as further described below: City of Fort Worth Transportation & Public Works Department; IPRC 200 Texas Street Fort Worth, Texas 76102 Due to the COV!D 19 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, bid submissions, and bid opening shall be as follows: Vids will be accepted by: 1. US Mail at the address above. 2. By carrier, FedEx or hand delivery from 8:30-1:30 pin, Thursdays only at the south End Lobby of the City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A purchasing department staff person will be available to accept the bid and provide a time stamped receipt: or 3. If the bidder desires to submit the bid on a day or time other than the designated Thursday, the bidder must contact the Purchasing Department during normal working hours t 817-392-2462 to make an appointment to meet a Purchasing Department employee t the South End Lobby of City Hail located at 200 Texas Street, Fort Worth, Texas 76102, where the bid(s) will be received, and time/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST Thursday, June 16th in the City Council Chambers, and broadcast through live stream and CFW public television which can be accessed at http://fortworthtexas.tov/fivty/. The general public will not be allowed in the City Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Approximately 0.37 Miles of 4- Lane Divided Roadway and associated Storm Drain, Water, Sanitary Sewer & Street Light, signing/striping Improvements PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre - qualified by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS CITY OF FORT WORTH Public Startn Dram, Paving, Water. Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103773 Revised March 20, 2020 001113 INVITATION TO BIDDERS Page 2 01' 3 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at httn://www.fortworthQov,ora/nurchasina/ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from: Peloton Land Solutions 9800 Hillwood Parkway, Suite 250 Fort Worth, Texas 76177 Contact: Kole Weber, P.E. kole.weber@pelotonland.com The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: S260 (electronic copies available for free) Set of Bidding and Contract Documents with half size (if available) drawings: S25 (electronic copies available for free) PRESTO CONFERENCE (Prebid conference is optional & at consultant's request. However, if preferred, the scheduled Prebid date is sometime between the 2 advertisements dates}. A Prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: No Prebid conference is planned at this time. TIME: No Prebid conference is planned at this time. DEVELOPERICITY'S RIGHT TO ACCEPT OR REJECT BIDS Developer and City reserves the right to waive irregularities and to accept or reject bids. AWARD A contract will be awarded to the Bidder presenting the lowest price, qualifications and competenees considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Kole Weber, P.E., Peloton Land Solutions Email: kole.weber@pelotonland.com pelotonland.com Phone: 817-562-3350 AND/OR Attn: Taylor Gunderman, City of Fort Worth Email: taylor.gunderman@fortworthtexas.gov Phone: 817-392-8009 CITY OF FORT WORTH Public Storm Dram, Paving, Witter, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS City Project No 103773 Revised March 20, 2020 0011 13 INVITATION TO BIDDERS Page 3 o1' 3 EXPRRESSION OF INTERES To ensure bidders are kept up to date of any new information pertinent to this Project or the COVIDI9 emergency declaration, as amended, as it may relate to this Project, bidders are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the bidder's colnpany name, contact person, that individuals email address and phone number. All addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at: httn://www.fortworthtexas.aov/nurchasina/ PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addendum is issued, download the Plan Holder Registration form to your computer, complete and entail it to the City Project Manager or the design Engineer, The City Project Manager and design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in htto://www.fortworthtexas.aov/nurchasine/ Mail your completed Plan Holder Registration forth to those listed in INQUIRIES above. ADVERTISEMENT DATES May 18'h, 2022, and May 25'h, 2022. END OF SECTION CITY OF FORT WORTH Public Storm Dram, Paving, Water, Sanitary Sewer & Street Improvements North Beach Street SH 170 To Saratoga Damns Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103773 Revised March 20, 2020 00 41 00 DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY Page 1 of 3 SECTION 00 41 00 BID Publicly Bid Developer Awarded Projects - BID FORM TO: Hillwood Alliance Services 9800 Hillwood Parkway, Suite 300 Fort Worth, Texas 76177 FOR: Public Storm Drain, Paving, Water, and Sanitary Sewer Improvements - North Beach Street SH170 to Saratoga Downs Way City Project No.: CP #103773 Units/Sections: UNIT I: WATER IMPROVEMENTS UNIT II: SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Developer 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 in the construction contract. 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 Developer (b) to establish Bid prices at artificial non- competitive levels, or (c) to deprive Developer of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or CITY OF FORT WORTH STANDARD CONSTRUCTION BID FORM - DEVELOPER AWARDED PROJECTS Form Revised April 2, 2014 00 41 00 BID FORM DAP 00 41 00 DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY Page 2 of 3 without the knowledge of Developer, 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 Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Concrete Paving Construction/Reconstruction (greater than 15,000 square yards) b. Water and Wastewater New Development c. Roadway and Pedestrian Lighting 4. Time of Completion 4.1. Bidder agrees to complete WORK for FINAL ACCEPTANCE within working days ater the date when the Contract Time commences to run as provided in 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. Proposal Form, Section 00 42 43 Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph c' 5.01 of the General Conditions. d. MBE Forms e. Prequalification Statement, Section 00 45 12 f. Any additional documents that may be required by Section 12 of the Instructions to Bidders g. Bidder pre -qualification application CITY OF FORT WORTH STANDARD CONSTRUCTION BID FORM - DEVELOPER AWARDED PROJECTS Form Revised April 2, 2014 00 41 00 BID FORM DAP GO 41 00 DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY Page 3 of 3 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 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 BID $ 4,487,177.25 7. Bid Submittal This Bid is submitted on Respectfully submitted, By: (Signs r June 16, 2022 by the entity named below. Brock Huggins (Printed Name) Receipt is acknowledged of the following Addenda: Addendum No. 1: 5/25/22 Addendum No. 2: 5/26/22 Addendum No. 3: 6/8/22 Addendum No, 4: 6/13/22 Addendum No. 5: 6/15/22 Title: President Company: Conatser Construction 7X, L.P. Corporate Seal: Address: 5327 Wichita St. Ft, Worth, TX 76119 State of Incorporation: <State Here> Email: brockCc7cctxIo.com Phone: 817.534.1743 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION BID FORM - DEVELOPER AWARDED PROJECTS Form Revised April 2, 2014 Seal Here> 00 41 00 BID FORM DAP 'U4741 OAP RIn PROPOSAL Pagt l of SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application North Beach Street 511170 to Saratoga Down Way Paoject Item Information Bidders Proposal Bidlist Item Description Section 1 Unit of No. No Measure CifyD.FFDRTWORTH -PAVIN J,!AP VEMENTS -- - - 1 3110.0101 Site Clearing 311000 L5 2 3123.0103 Borrow by Plan I 31 z3 16 CY 3 3123,0101 Unctsssified Excavation by Plan 31 23 16 CY Bid Unit Prig I Bid Value Quantity III 1 S 30.130110 530,000.001 11,042 S 6.00 566.252,001 11,042 5 4.00 544,168.00 4 9999.0000Import Dirt- From Adjacent Property Owned by Developer DO OD DO CY 5,710 S 6.00$45,680.00] 5 312_5.11101 SWPPP 21 acre 312500 LS 1 S 30,000.00 53D,ODO.W1 6 0241.1000Remove Fence 024113 I LF 550 6.00 53,300.001 7 9999.0001 Remove Gravel Road OD0000 SY 2,322 5 8.00 S18,576.001 8 9999.0002 Remove Ex 33" Storm Headwall 000000 1 EA 1 S 1,500.00 $1,500.001 9 9999.0003Remove Cattle Guard 00 00 00 ( EA 1 S 1,000.00 $1,000.101 10 0241.3013 Remove 18" Storm Line 02 41 14 LF 40 5 30.00 51,200.001 11 0241.3011 Remove 15" Storm Line 02 41 14 IF j 30 S 25.00 $750.001 12 9999.0004 Remove 8" Storm Llne 00 00 00 LF 42 5 20 DO $840.001 13 3213.0105 10" Cone Pvmt 32 13 13 SY 15014 5 8600 53,291,204.001 14 .3711.0502 8" Lime Treatment (Concrete Pavement) 32 11 29 SY 15855 5 4.50 571,347.501 15 _3211.0400 Hydrated Lime (Concrete Pavement) 32 1179 TN 355 5 225.00 $71,347.50 16 9399.0023 6" All -Weather Gravel Access Road 00 00 SY 1200 5 26.00 80.100,00 $31,200.00 17 9999.0005 Connect to Existing Header 000000 LF 168 5 30.60 $5,040.00 18 '3213.0301 4" Cent Sidewalk 3213 20 I SF 37,355 5 4.25 5158,756.75 19 3291.016"Topsoil 32 91 19 ISY 8,212 5 4.50 20 3392 0100 Block Sad Placement 32 92 10 SY 8,212 S 8.00 6,954.00 $3$36,896,00 21 3292.0400 Seeding, Hydromulch 32 9213 j SY 20,110 S 3.00 560,330.00 22 9999.0006 6" CON DT PVC SCH 40 (T) 00 DO OD 1 LF 1,320 S 40.00 S52,800.00 23 9999,0007 4" CONDT PVC SCH 40 (T) 00 DO DO LF 1320 S 30.00 $39,fi0D.00 24 9999.0008 2" CONDT PVC SCH 40 ITt DO OD DO LF 1320 S 20.00 00 00 ,4 $26 25 3471.0001 Traffic Control 34 7113 MO 3 S 7,500.00 $2,00,00 26 3217.0003 4' BRK Pvmt Marking HAS (WI 3217 23 LF 1 956 5 3.00 52,868.00 27 3217.0101 6" 5CD Pvmt Marking HAS (W) 3217 23 LF 2308 5 4.00 59.232.W 28 )217.0102 6" SLD Pvmt Marking HAS (Y) 32 17 23 IF I 113 5 4 00 5452.00 29 3217.0104 6' 1)01' Pvmt Mneking HAS W) 321723 tF 52 I,S 4.00 $zos.DD 30 3217.0201 8" SLD Pvmt Marking HAS IWI 32 17 23 LF 46 S 6.00 5276.00 31 3217.0401 18" 510 Pvmt Marking HAE (W) 32 17 23 LF 1080 5 20.00 521,600.00 32 .,,3217.0401vm 3217.0401 18" 5LD Pt Marking HAE (Y) 3217 23 LF 43 ' 5 20.00 5860.00 33 3217.2104 REFL Raised Marker TY II-C-R 3217 23 EA 96 S 6.00 $576.001 34 3217.1002 Lane Legend Arrow 32 17 23 ( EA 12 5 500.00 $6,000.00� 35 3217.1004 Lane Legend Only 32 17 23 EA 6 $ 600,00 $3,500.00( CfFY OF FORT WORTH -PAVING IMPROVEMENTS $2,230,868.251 CITY OF FORT 11'ORTti ST. NOAR0 CONSTRL'CTID' SPECIFICATION naCcslr:,T$ DFVFIOP:'t, i AWARDED PROTECTS Form. Ym,o, May 77,:aIS ncu§Soto: Sii170 ra Saxtn3,i»,;, Slay Rid Pnr,oeall SFGNEDxls 00a24) DAP BD PR0P05AI Pag: 2 al) SECTION D04243 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application North Beach Surat 5H 170 to Saratoua Dour Wav Ridlistlttml No. Description Project Item inrormanun Biddees Proposal 1 Specification Section Unit of l Bid No. Measure Quantity Unit Price Bid Value CITY OF FORT ¶ORTH - STORM DRAIN IMPROVEMENTS 1 3137.0102 Large Stone RipRap, Dry 313700 SY 1,123 5 125.00 $140,375.00 2 3305.0109 Trench Saftey 33 0510 IF 3,492 S 2.00 56,984.00 3 3341.0201 21" RCP, Class 111 33 4110 IF 2.295 S 75.00 597,115.00 4 3341.0205 24" RCP, Gass 111 33 41 10 LF 534 5 80-00 542,720.00 5 3341.030230"RCP. CIass10 34 41 10 LF 46 5 95.00 $4,370.001 6 3341-030533"ACP,Class III 344110 LF 199 5 115.00 522,885.00 --------- 7 3341.110Z 43 Box Culvert 33 4110 IF 834 5 250.00 5208,500.001 8 9999.0009 5x2 Box Culver 34 4110 IF 73 5 285.00 $20,805.001 9 3341.1201 5x3 Box Culvert 35 4110 1F 52 5 325 00 516,900.60 10 3341.1501 8x4 Box Culvert 33 4110 IF 459 5 585.00 5265,515.601 11 3349.00114' Storm Junction Box 33 49 10 EA 7 5 6.00000 542,000.00E 12 3349.9003 5' Storm Junction BOY 33 49 10 EA 3 S 7000.011 $21,000.00/ 13 3349.0003 6' Storm Junction Box 34 4910 EA 2 S 9.000 00 $18,000. W 1 14 3349.6001 10' Recessed Inlet 33 49 70 EA 14 5 5A00.00 $75,600.001 15 3349,64103 20' Recessed Inlet _ _ 33 49 20 EA 1 5 7,400.0A 57,400.901 16 3349.71303 6' Drop Inlet 334920 EA 1 $ 10.500.00 510,500.001 17 9999.0012 TxDOT PW Headwall 00 00 00 EA 2 5 42.500 013 $85,000.00 16 9999,0013 Gabion Baskeu 13ft wide by 2` told 00 00 00 EA 2 5 7.500.00 515,060.00 19 9999.0014 Gabion Baskets (3ft wide by 2.5' talll 00 00 00 EA 4 5 9.500.00 $38,000.00 20 9999.0015 Erosion Control Blanket (Rol1maxVmax 5C250) 000000 SY 4245 5 16.00 CITY OF FORT WORTH . STORM DRAIN IMPROVEMENTS 1 2605.3015 2" CONDT PVC 5CH 80 (T) 2 3341.1405 NO 2lnsulated Elec Condr 3 3441.1502 Ground Box Type B, w/Apron 4 3441.1772 Furnish/install 240480 Volt Single Phase Transocket Metered Pedestal 5 3441.3302 Rdwy Illum Foundation TY 3,5,6 and $ 6 9999.0019 Furnish/Install LED Lighting Fixture (133 Watt AT82 Cobra Head/ -Powder Coat Black 7 9999.0020 Furnish/instal€ Rdway Illum TY D-40-9 Pole - POWDER COAT BLACK 8 19999.0021 Furnish/Install Rdway Ilium TY 0-40-9T Pole - POWDER COAT BLACK CITY OF FORT WORTH - STREET LIGHT IMPROVEMENTS 2 3 3305.0116 Concrete Encasement for Utility Pipes 3312.5000 36' AW WA Butterfly ',hive CITY OF FORT WORTH -STREET LIGHT IMPROVEMENTS 26 05 33 34 41 10 35 4110 36 4I 20 34 41 20 00OD00 00 00 00 DO0000 CITY OF FORT WORTH - WATER IMPROVEMENTS 330510 33 12 21 9399.0000 import Dirt - From Adjacent Property Owned by Developer CITY OF FORT WORTH - WATER IMPROVEMENTS 00 00 00 567,920.00 51,209,599.00 LF 2,750 5 I5.00 541,250.00 LF 10,930 $ 5.00 $54,650.00 EA 15 5 950.00 $14,250.00 EA 1 S 10,5011.00 510,500.00 EA 14 $ 1,400.00 $19,600.00 EA 22 S 900,00 $19,800.00 EA 6 S 5,800.110 534,800.00 EA 8 5 6,660.00 $54,400.00 S249.250.00 CY EA CY 25 5 800.00 1 S 52,560.00 10,785 5 8.00 CITY OF FORT WORTH SANITARY SEWER I PROVEMENTS 1 /9999.001742" Steel Encasemenetover Ex 24" SEWER 600000 1 LF 1 77 CITY OF FORT WORTH -SANITARY SEWER IMPROVEMENTS 950.00 1 512,000.00 $52.500.001 586,280.001 5150,780.001 573,150.001 573,150.001 Cnr OF FORT WORTH STANDARD CONSTRUCTION IPTLi.ICAT70\ n0Ct'Vrr±.T5 DEVELOPER AWARDED PR DIEM Ten, Vuc:a+ May 22, 2019 1'nw4.5utci SO17610 Uncap ikrar., Way 1,4 Prmo,a] 51G*T.T)tl, eo d2 e3 t1AP 35113 PROPOSAI Page 3 of 3 UNIT PRICE BID North Beach S¢eei SH17O to Sasatoea Dawn Way Bidlisl 3:em No. SECTION OD 42 43 Developer Awarded Projects - PROPOSAL FORM Description Bidder's Application Project Item Information Bidder's. Proposal Specilicahon Section 1 Unit of Sid No. Measure I Quantity HILLWOOD - TXDOT IMPROVE ENTS 1 3213.0105 10" Cone Pvmt 3213 13 ----..... ....-'-----.. 2 3212.0501 4" Asphalt Base Type B 321216 3 3211.0503 10" Lime Treatment 32 11 29 4 3213,03014"Cone Sidewalk 32 13 20 5 3213.0506 Barrier Free Ramp, Type P-1 32 33 20 6 3217.4301 Remove 4" Pvmt Marking 32 17 23 7 0241.1300 Remove Cone Curb&Gutter 02 41 15 8 9999.0018 Remove Chevron gore pavrrt markinR 000000 9 3217.1002 Lane Legend Arrow 3217 23 10 3217.1004 Lane Legend Only 32 17 23 11 3217.0201 8" 5LD Pvmt Marking HAS (WI 32 17 23 12 3217.0003 4" BRK Pvmt Marking HAS (WI ---- 32 17 23 13 3217.2104 REEL Raised Market TY II•C-R 32 17 23 HILLWOOD • TXDOT IMPROVEMENTS Untpncc 5Y 680 S 142.00 SY 680 5 30.00 SY 680 5 20.00 SF 1,605 5 6.00 EA 2 5 2,000.00 LF 360 S 4.00 LF 500 S _ 30.00 IF 360 5 4.00 EA 7 S 600.00 EA 5 $ 700.00 LF1 550 5 8.00 LF I 25 5 6.00 EA I 3 S 30.00 Bid Value $96.560.00t $20,400.001 513,600,001 $9,630.00! $4,000.001 $1,440.001 $15,000.00I $1,440.001 54,200.00 $3,506.00 $4,480 001 5150.001 $30.001 $174,430.00J f 1 9999.0016 Ring Connection to 35" Water Main CPp DO DODO EA 2 I S 92,500 o0 $185,000.00 2 3311.045E 12" DIP Water, Select 9ackfill (Restrainedlointsl 331110 IF 260 15 36000 S93,600.00 3 3312.3005 12" Gate Valve 33 12 20 EA 4 $ 3,800.00 $15,200.601 4 3311.0001 Ductile Iron Water Fittings wir Restraint 33 1111 TON 0.25 I S 20.000.00 S5,000.001 5 9999.0022 6" HOPE Water Pipe 00 00 D0 LF 789 15 60.00 547,340.0a1 HILLWOOD -WATER IMPROVEMENTS I S346,140001 1 2 3331.4201 10" Sewer Pipe 3331.4282 10" Sewer Pipe, CSS 8ackfill HILLWOOD -WATER IMPROVEMENTS HILLWOOD SANITARY SEWER IMPROVEMENTS 33 11 10, 33 31 12, 33 3120 33 1110, 33 3112, 33 3120 HILLWOOD -SANITARY SEWER IMPROVEMENTS Rld Summary CITY OF FORT WORTH IMPROVEMENTS PAVING IMPROVEMENTS STORM bRA4N IMPROVEMENTS STREETLIGHT IMPROVEMENTS I WATER IMPROVEMENTS SANITARY SEWER IMPROVEMENTS HILLWOOD IMPROVEMENTS TXDOT IMPROVEMENTS IMPROVEMENTS WATER IMPROVEMENTS SANITARY SEWER IMPROVEMENTS This Bid Is submitted by the entity named below: BIDDER: f r3R6rYer t GE Ste C.t3 r 1 k t r� S32' Si ie(�na Ft It t4f;t3. 1 \ "411,3 BY: TITLE: DATE: LF IF 106 5 180.00 154 Total Construction Bid far.. k 5 220.00 S19.080.00 533,880.00 552,960.00 S2,230868,251 S1.209 599.001 5249,250.091 S150780_00 $73,150.00 $174,436.00 5346,140.00 $52,960.00 S4,4E17,177.26 Contractor agrees to comp€ele WORK for FINAL ACCEPTANCE within 95 working dais after the date when the CONTRACT commences so run as provided to the General Conditions. END OF SECTION CITY OF FORT WOR31I STANDARD CONSTRUCTION SPECIFICATHY,: DOCUMENTS 13033EIOPER AWARDED PROJECTS Fuse. Vows, Nily 22, 7019 1 Bcad, SIt170 to Saralop no" -a W0 Old Prrnossl SIG WI) cif SECTION 00 43 13 DAP - BID BOND RV THESE PRESENTS: Do 43 13 DAP BID BON) FORM FOR PI7BLICI_i• BED PROJECTS ONLY Pace 3 of 1 Conatser Construction That we. TX. L.P. called the Principal, and Berkle. Insurance Conroam a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of a'mn;i ; rIni gIinR t Nol100 Dollars said Principal and the said Surety, bind ourselves, our heirs. executors, administrators, successors and assigns, jointly and severally, firm by these presents. WHEREAS the Principal has submitted a proposal to perform work for the following project of the Obligee identified as: Public Storm Drain, Paving, Water, Sanitary Sewer, & Street Light Improvements to Serve North Beach Street - SH 170 to Saratoga Downs Way NOW, THEREFORE. if the Obligee 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 shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. By: By: SIGNED this 14th day of June , 20 22 Conatser Construction TX, L.P. • Brock Huggins, Pre ident (Signature and Title of Principal) Berkley insurance Company (-17 d cam-= 224 sr-te- ,az, Robb' Morales (Signature of Attorney -of -Fact) *Attach Power of Attorney (Surety) for Attorney -in -Fact END OF SECTION Impressed Surety Seal Only CITY OF FORT WORTH STANDARD CONSTRUCTION BID BOND FORM —DEVELOPER AWARDED PROJECTS 0043 13 Bid Bond DAP Farm Verswr, April 2, 2014 No. BI-7280k (less Seals are re POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell; Soplzinie Hunter; Rabbi Morales; Kelly A. Westbrook; Tina McEwan; Joshua Saunders; Tonle Petranek; or Mikado Peppers of Aon Risk Sen'ices Southwest, Inc. of Dallas, TX its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.S50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, o without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: — _ RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney -in -fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. • IN WITNESS WHEREOF, the Company has caused these presents to, be signed and attested by its appropriate officers and its corporate. seal hereunto affixed this 1 j day of_ ,_Ea, �'rdba . Attest: Berkl Insurance Company (Seat) By (/11 By _ it Je . • "� after' 'Illt Went Ira"g. edertrian Executive Vice President!:: Secretary WiU&NING: THIS POWER INVALID IF NOT PRINTED ON BLUE `BERKLEY" SECURITY PAPER. STATE OF CONNECTICUT ) )sc: COUNTY OF FAAtAELD ) Sworn to before me, a Notary Public in the State of Connecticut, this 11` "day of , i4c , Q4 , by Ira S. Lederman and Jeffrey NI. Harter who are sworn to me to be the Executive Vice President f Secretary, and tl}q Senior Vice President, respectively, of Berkley Ins: ante Company_ }lA n7 y ag ur' cowecricur MY COMhi'SSON EXPIRES Amt.ao, aoa{ ,ittotary Public, State of Connecticut CERTIFICATE I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the Attorney -in -Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attal;hed, is in full force and effect as of this date. / J Give i ander my hand and seal of the Company, this 14 the ay of June 2022 1 , (Seal) Vincent P. Forte IMPORTANT NOTICE To obtain information or make a complaint: You may call Berkley Surety Group, LLC and its affiliates by telephone for information or to make a complaint: BERKLEY SURETY GROUP, LLC Please send all notices of claim on this bond to: Berkley Surety Group, LLC (866) 768-3534 412 Mount Kernbie Avenue, Suite 310N Morristown, NJ 07960 Attn: Surety Claims Department You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http:llwww.tdi.state.tx.us E-mail: ConsumerProtection(c,,tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Berkley Surety Group, LLC first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas regal and regulatory requirements. 2 SECTION 00 45 11 Bl DDERS PREQUALI FICATIONS 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 3 4 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or 5 have applied for prequalification by the City for the work types requiring prequalification 6 prior to submitting bids. To be considered for award of contract the Bidder must submit 7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with 8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed 9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with 10 the requirements below. The information must be submitted seven (7) days prior to the 11 date of the opening of bids. Subcontractors must follow the same timelines as contractors 12 for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at 13 the time bids are opened and reviewed may cause the bid to be rejected. 14 I5 16 The prequalification process will establish a bid limit based on a technical evaluation and 17 financial analysis of the contractor. For example, a contractor wishing to submit bids on 18 projects to be opened on the 7th of April must file the information by the 31 st day of March 19 in order to eligible to work on these projects. In order to facilitate the approval of a Bidder's 20 Prequalification Application, the following must accompany the submission. 21 a. A complete set of audited or reviewed financial statements. 22 (1) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash FIows 25 (4) Statement of Retained Earnings 26 (5) Notes to the Financial Statements, if any 27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 28 of incorporation, Articles of Organization, Certificate of Formation, LLC 29 Regulations, and Certificate of Limited Partnership Agreement). 30 c. A completed Bidder Prequalification Application. 31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 33 number visit the Texas Comptroller of Public Accounts online at the 34 follow ing web address www.window.state.ix.usitaxpermit/ and fill out the 35 application to apply for your Texas tax ID. 36 (2) The firm's e-mail address and fax number. 37 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 38 is used by the City for required reporting on Federal Aid projects. The DUNS 39 number may be obtained at www.dnb.com. 40 d. Resumes reflecting the construction experience of the principles of the firm for firms 41 submitting their initial prequalification. These resumes should include the size and 42 scope of the work performed. 43 e. Other information as requested by the City. 44 45 2. Prequalification Requirements 46 a. Financial Statements. Financ ial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financ ial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Public Storm Drarn,Parnrg, Water, Sanila»r Sewer cE Street Improvements - North Beach Street C'iti Project No 103773 004511 -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 w ith audited or reviewed financial statements by firms w ishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (I) 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 for Award of Contract 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. 50 c. The City will issue a letter as to the status of the prequalification approval. err/ OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13. 2021 Public Storm Drain.Paring. irater,Sanitat7 Sewer ct Street Improvements - NorthBeach Street City Project ;Vo. 103773 3 4 5 6 7 8 9 004511-3 BIDDERS PREQUAL1F1CATiONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to perform the prequalified work types until the expiration date stated in the letter. END OF SECTION crry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Public Storm Drain,Paving,Water, Sanitary Sewer & Street Improvements - North Beach Street City Project No. 103773 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder 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. in the "Maier Work Type" box provide the complete major work tune and actual description as provided by the Water Department for water and sewer and TPW for uavine. Major Work Type Contractor/Subcontractor Company Name Concrete Paving Construction/Reconstruction (Greater than 15,000 square yards) Water and Wastewater New Development Roadway and Pedestrian Lighting Conatser Construction TX, LP. Conatser Construction TX, L.P. Conatser Construction TX, L.P. Prequalification Expiration Date 1/3/2023 10/31/2022 1/26/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Conatser Construction TX, L.P. 5327 Wichita St. Ft. Worth, 7X 76119 BY: Brock Huggins TITLE: President DATE: 6/16/22 (Signiture) SECTION 00 45 13 PREQUALIFICAT1ON APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Street Address (required) Telephone Mark only one: City City { Fax Individual Limited Partnership General Partnership Corporation — Limited Liability Company State Zip Code State Zip Code Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category — Water Dept - Water/sewer iohn.kasavich �r FortWorthTexas.em Fort Worth Water Department Engineering and Fiscal Services Division 200 Texas St. Fort Worth, TX 76102 Work Category — TPW Paving A ti cia.G arcia(a,fertx\ orthtexas. eon City of Fort Worth Transportation and Public Works Dept. 8851 Camp Bowie West Blvd. Fort Worth. Texas 76116 Attn: Alicia Garcia Work Category — TPW Ped/Rdwy Lighting clint.hooveri 'brim orthtexas.Qo� City of Fort Worth TPW Transportation Management Attn: Clint hoover. P.E. 5001 James Ave. Fort Worth. TX 76115 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 0045 13.2 BIDDER PREQUALIFICATION APPLICATION Page 2 ors 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 I 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. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less _ Augur 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 1 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/Renewal, 24-inches and smaller _ Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller T 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13.2021 00 45 13-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inches and smaller CCTV, 48-inches and smaller 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, Urban/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/Reconstruction (LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk., curb & gutter, driveways, and panel replacement, only concrete paving CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13.2021 Public Storm Drain.Paring, (rater. Sanitary Sewer & Street Improvements - North each Street City Project No. 103773 004513-4 BIDDER PREQUALIFICATION APPLICATION Page4 of8 I. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT 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? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY -COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? 1 f 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 Aueust I3.202I Public Storm Drain. Paring, €6ater.SanitanSewer- &Street Improvements-AarthBeachStreet City Project NVo.103773 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 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 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? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK 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 Public Storm Drain,Parrng.l1'orer,So STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ni,arvSen•er &Street improvements Revised August 13, 2021-NorthBeachSireet City Project No.103773 00 45 13 -6 BIDDER PREQLJALIFICATION APPLICATION Page 6 of8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of incorporation Date of organization File No. Officers or Managers (with titles, if any) File No. (if Limited Partnership) General Partners/Officers Limited Partners (if applicable) 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. CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13.2021 Public Storm Drain, Paring, 11'aler. Sa nitarySejrer &S'rreet improvements .NortLBeaclStreet City Project No.103773 004513.7 BIDDER PREQUALIFICATION APPLICATION Page 7 of S 14. Equipment $ 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. BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 4 5 6 7 8 9 I0 11 12 - - ------------------------ - 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Public Storm Drain,Paring, IW'uter,.Sa nirotySewer &Sweet Improvements -NorthBeaclrSrreet Ciry Project No.103773 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF 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. , being duly sworn, deposes and says that he/she is the of , the entity described in and which 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: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Re' ised August 13. 2021 Pubfic Storer Drain, Pacing. Ib ater,Sa nitan Seu•er &Street fnrprovements -NorlhBeachSireet City Project No.103773 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 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. 101883 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: Conatser Construction TX, L.P. Company By: Brock Huggins 5327 Wichita St., Signature: Address Ft. Worth, TX 76119 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT (Please Print) Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared RYI)Cli Fit IC�C] Ifl `z , 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 Pr Si c iC )t for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this IV; day of J tr.t n . 20 : - - ”{JAi V /♦ u3Yb;;e.. KATHERINEROSE T.:`t,. -cfi= NOTARY PUBLIC iri;y IDii133457933 .xas ;T,F5F' r: Comm. Exp.1tate of � 0-2025 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Notary Public in and for the State of Texas END OF SECTION Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way City Project No.103773 004540-1 Business Equity Goal Page l of 3 1 SECTION 00 45 40 2 Business Equity Goal 3 APPLICATION OF POLICY 4 if the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable. 5 A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises 6 (M/WBEs). 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity 10 Firms when applicable, in the procurement of all goods and services. All requirements and regulations 11 stated in the City's Business Equity Ordinance No.25165-10-2021, (replacing Ordinance No. 24534-11- 12 2020 (codified at: https://codelibrarv.amlegal.comJcodes/ftworth/latest/ftworth tx/0-0-0-22593) apply 13 to this bid. 14 15 BUSINESS EQUITY PROJECT GOAL 16 The City's Business Equity goal on this project is 22% of the total bid value of the contract (Base bid 17 applies to Parks and Community Services). 18 19 METHODS TO COMPLY WITH THE GOAL 20 On City contracts where a Business Equity Goal is applied, offerors are required to comply with the City's 21 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 22 ordinance through one of the following methods: 1. Commercially useful services performed by a 23 Business Equity prune contractor, 2. Business Equity subcontracting participation, 3. Combination of 24 Business Equity prime services and Business Equity subcontracting participation, 4. Business Equity 25 Joint Venture/Mentor-Protege participation, 5. Good Faith Effort documentation, or 6. Prime 26 contractor Waiver documentation. 27 28 SUBMITTAL OF REQUIRED DOCUMENTATION 29 Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall 30 EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or 31 Department Designee. Documents are to be received no later than 2:00 p.m., on the third City 32 business day after the bid opening date, exclusive of the bid opening date. 33 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light improvements -North Beach streetSH170 to sarotoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 10, 2021 City Project No. 103773 00 45 40 - 2 Business Equity Goal Page 2 of 3 1 The Offeror must submit one or more of the following documents: 2 1. Utilization Form and Letter(s) of Intent, if the goal is met or exceeded; 3 2. Good Faith Effort Form and Utilization Form, including supporting documentation, if participation is 4 less than stated goal, or no Business Equity participation is accomplished; 5 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform all 6 subcontracting/supplier opportunities; or 7 4. Joint Venture/Mentor-Protege Form, if goal is met or exceeded with a Joint Venture or Mentor- 8 Protege participation. 9 10 These forms can be found at: 11 Business Equity Utilization Form and Letter of Intent 12 https://apes.fortworthtexas.RovfProiectResources/ResourcesP/60 - MWBE/Business Equity Utilization 13 Form DVIN 2022 220324.pdf 14 15 Letter of Intent 16 https://apes.fortworthtexas.gov/ProiectResources/ResourcesP/60 - MWBE/Letter of Intent DVIN 17 2021.pdf 18 19 Business Equity Good Faith Effort Form 20 https://aops.fortworthtexas.gov/ProiectResources/ResourcesP/60 - MWBE/Good Faith Effort 21 Form DVIN 2022.odf 22 23 Business Equity Prime Contractor Waiver Form 24 https://apps.fortworthtexas.gov/ProiectResources/ResourcesP/60 - MWBE/MWBE Prime Contractor 25 Waiver-220313.pdf 26 27 Business Equity Joint Venture Forrn CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street fight improvements -North Beach street 91170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 10, 2021 City Project No. 103773 004540-3 Business Equity Goal Page 3 of 3 1 httns://anDs.fortworthtexas.gov/ProiectResources/ResourcesP/60 MWBE/MWBE Joint 2 Venture 220225,1 df 3 4 5 FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE 6 BIDDER/OFFEROR BEING DECLARED NON -RESPONSIVE AND THE BID REJECTED. 7 8 9 FAILURE TO SUBMIT THE REQUIRED BUSINESS EQUTY DOCUMENTATION OR OTHERWISE COMPLY 10 WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON -RESPONSIVE. THE BID 11 REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-373 OF 12 THE ORDINANCE. 13 14 For Questions, Please Contact the Business Equity Division of the Department of Diversity and 15 Inclusion at (817) 392-2674. 16 END OF SECTION 17 CITY OF FORT WORTH Public Storm Drain, Paving, Woter, Sanitary Sewer & Street Light Improvements -North Beach street SH170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 10, 2021 City Project No. 103773 005243-1 Developer Awarded Project Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 1 L5-3 is made by and between the Developer, Hillwood Alliance Services, LLC, a Texas limited liability Company, authorized to do business in Texas ("Developer"), and (oniar5r'..a_ (vy x ta-n1 LP . authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Storm Drain, Paving, Water and Sanitary Sewer improvements to serve North Beach Street SH170 To Saratoga downs way. CPN 103773 Article 3, CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 95 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light improvements -North Beach Street SI-1 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -- DEVELOPER AWARDED PROJECTS City Project No 103773 Revised June 16,2016 005243-2 Developer Awarded Project Agreement Page 2 of 6 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer N/A Dollars ($ } for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of tiA,S4-3-Sop• i..2 U4V EI3 fttf-5tr 3 Dollars ($ 1 . r 1. 1-11. 2'S ). FPi w" 3 t 1.}vnnoCt � 51ucnT� j - fl�vi Attu ar, S Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form As provided by Developer) 1) Proposal Form ([SAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit CITY OF FORT WORTH Public Storm Drain, paving, Water, Sanitary Sewer & Street Light improvements -North Beach Street SH I7C w Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103773 Revised )une 16,2016 005243-3 Developer Awarded Project Agreement Page 3 of 6 h. MBE and/or SBE Commitment Form 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions_ S. 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. S. Documentation submitted by Contractor prior to Notice of Award. 9. 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. CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTR[ICTEON SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103773 Revised June 16,2016 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 6 Article 6. INDEMNIFICATION 6.1 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 ail 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 soecificallv 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 Hart. 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. 6.2 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 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. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street Sl-1 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103773 Revised June 16,2016 DO 52 43. 5 Developer Awarded Project Agreement Page 5 of 6 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103773 Revised June 16,2016 Contractor: Developer: 00S243-6 Developer Awarded Project Agreement Page 6of6 C rCcynst uctiCn TX:L - Lt.tcm-up riU.94414=„ fiuwits JLL e)roC (Printed t+tame) Title: Pres id en i- Company Name: ntS r- C nS$YUCfi' I X LP Address: ",3:,-j VA i C h f` &--, By: -Cat_ etA100 (Printed Name) Title: Se-NVL_ b t( -Pe-cm'-wJ 'r Company name: {- tuv tc /C66 & CAS, LL C Address: u4-4-tov_:Taft41..3bv City/State/Zip. : City/State/Zip: tate/Zip: FC.34 VV h 7lai I Rfer t I - Tx 7 01 11 23 Date t-112a 123 Date CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer& Street Eight improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103773 Revised Juno 16,2016 Bond No 0251914 THE STATE OF TEXAS § 006213-1 PERFORMANCE ROM Pam lof3 SECTION 00 6213 PERFORMANCE BOND $ KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Conatser Construction TX, L.P. , known as "Principal" herein and Berkley Insurance Company , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Hitiwood Alliance Services, LLC authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Four Million, Four Hundred Eighty Seven Thousand, One Hundred Seventy Seven and 25/100--Dollars ($ 4.487.177.25 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 jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFA2Z-0024 and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the day of 'Qti— , 20 2-3, which Contract is hereby referred to and rnade a part hereof for all purposes as if fully set forth herein, to furnish all materials, eauipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as Public Storm Drain. Pavine. Water and Sanitary Sewer Improvements to serve North Beach Street SH17O To Saratoea Downs Way. NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer& Street light improvements - North Beach StreetSH 170 to Saratoga Downs way STANDARD CITY CONDITIONS — DEVELOPER AWARDED PRO.ECTSCity City Project No.103773 Revised January 31,2012 006t13-2 PERFORMANCE BOND Page 2 of 3 perform the Work, including Change Carders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 3,:;4— ` day of ,41 CL , 20 23 . PRINCIPAL: Conatser Construction TX, L.P. ATTEST: BY: (Principal} Secretary Signature Brock Huggins, President Name and Title Address: 5327 Wichita St, Fort Worth, TX 761.199 CnY OF FORT WORTH Pubile Storm Droln. Paving, Wore;, Sanitary Sewer & Street Light Improvements - North Beach Street SH 170 to Saratoga Downs way STANDARD CITY COt 0fl10NS —DEVELOPER AWARDED PRo,ECTSCity City Project No.103773 Revised January 31,2012 Witness as to Principal ATTEST: (Surety) Secretary Witness as to Surety ODG/13-3 PERFORMANCE BOND Page 3 of 3 SURETY: Berkley Insurance Company SY: Signature Robhi Morales. Attorney -in -fact Narne and Title Address: 5005 LBJ Freeway, Suite 1500 Dallas, TX 75244 Telephone Number: 214/989-0000 *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 malting address, both rnust be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Publ c Storm Drain, Paving, Woly, 5anftorySewer& Stan Light -Improvements - North Beach Street SH 170 to Saratoga Downs way STANDARD CITY CONDITIONS-- DEVELOPER AWARDED PROIECTSCIty City ProjedNo,103?73 Revised January31,2012 SECTION 00 6214 THE STATE OF TEXAS § COUNTY OF TARRANT § Bond No. 0251914 006214-1 PAYMENT BOND Page l of 3 PAYMENT BOND § KNOW ALL BY THESE PRESENTS: That we, Conatser Construction TX, L.P. "Principal" herein, and Berkley Insurance Company known as ,a corporate surety ( or sureties if mare than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, (Hfllwood Alliance Services, LLC), authorized to do business in Texas "(Developer"), and the City of Fort Worth a Texas municipal corporation ("City"), in the penal sure Four Million, Four Hundred Eighty Seven Thousand, of One Hundred Seventy Seven and 25/100 Dollars ($ 4,487,1.77.25 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obliges, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth, by and through a Community Facilities Agreement, CFA Number CFA22-0024 and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the ;2S-4I& day of 4 f i_ 20 Z3 which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by raw, in the prosecution of the Work as provided for in said Contract and designated as Storrs Drain. Paving, Water and Sanitary Sewer lmorovements to serve North Beach Street 5H170 To Saratoea Downs Way. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay ail monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of CITY OF FORT WORTfi STANDARD CfY CONDITIONS — DEVELOPER AWARDED PROJECTS Revlseddlanuary 31, 2012 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beath street SW17O to Sarwtagn Downs Way City PrujettNo. 103773 0062 14 -2 PAYMENT BOND Page 2 or 3 the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the a5 4-1' day of JAVIZ. _ 20 23 . PRINCIPAL: Conatser Construction TX, L.P. ATTEST: BY: —1•44.442s1C---- (Principal) Secretary Witness as to Principal CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Signature Brock Huggins, President Name and Title Address: 5327 Wichita St. Fort Worth, TX 76119 SURETY: Berklev Insurance Company PublicStatm brain, Paving, Water, Sanitary 5eiver & Street LightlmprovemenrS -North death street SH170 to Saratoga Dawns Way City Prefect Na. 103773 ATTEST: 006214-3 PAYMENT BOND Page 3 of 3 BY: Signature Robbi Morales, Attorney -in -fact (Surety) Secretary Name and Title Witness as to Surety Address: 50Q5 LI3J Freeway. Suite 1500 Dallas, TX 75244 Telephone Number: 214/989-0000 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 CETY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised Janus ry 31, 2012 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -htorth Heath street 5tf170 to Sorot000 Downs Way City Project No.103773 Bond No. 0251914 006119-1 MAINTENANCE BOND Page 1 of 4 1 SECTION 00 6219 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Conatser Construction TX, L.P. , known as 8 "Principal' herein and Berkley 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 Developer, Hillwood 11 Alliance Services, LLC, authorized to do business in Texas ("Developer"), and the City of Fort 12 Worth, a Texas municipal corporation"City° in the sum Four Million, Four Hundred Eighty even l'iousan 13 of One Hundred Seventy Seven and 25/100 Dollars ($ 4.487.177.25 ), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made jointly unto the Developer and the City as dual obliges and 16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 21 CFA 22-0024; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 2 day of Jai-._ , 2023 , which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish 25 all materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as Storm Drain, Paving, Water and 28 Sanitary Sewer frrmrovements to serve North Beach Street SH170 To Sarat000 downs wav and 29 CITY OF FORT WORTH STANDARD CITY CON DETIONS - DEVELOP ER AWARDED PROJECTS Revised January31, 2012 Public Storm drain, Paving, Water, 5an![ary Sewer & Street Light Improvement -North Beach Street SN.i70 tcSarotoga Dawns Way City Project No.103773 006219-2 MAINTENANCE BOND Page 2 of 4 1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 2 accordance with the plans, specifications and Contract Documents that the Work is and will 3 remain free from defects in materials or workmanship for and during the period of two (2) years 4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 5 6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 7 receiving notice from the Developer and/or City of the need thereof at any time within the 8 Maintenance Period_ 9 10 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 11 any defective Work, for which timely notice was provided by Developer or City, to a completion 12 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 13 full force and effect. 14 15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 16 noticed defective Work, it is agreed that the Developer or City may cause any and all such 17 defective Work to be repaired and/or reconstructed with all associated costs thereof being 18 borne by the Principal and the Surety under this Maintenance Bond; and 19 20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 22 Worth Division; and 23 24 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 25 recoveries may be had hereon for successive breaches 26 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROTECTS Revised January 31, 2012 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street 5N 170 to Saratoga Downs Way City Project No.103773 00 S2 19 - 3 MAINTENANCE BOND Page 3 of 4 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duty authorized agents and officers on this the 25 day of 3 .20 Z;. 4 5 PRINCIPAL: Conatser Construction TX, L.P. ATTEST: BY: (Principal) Secretary Witness as to Principal ATTEST: CITY OF FORT WORTIi STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised Jan uary31, 2012 Signature Brock Huszilins, President Narne and Title Address: 5327 Wichita St. Fort Worth, TX 76119 SURETY: Berkley Insurance Company, Signature Public St=rm Orrin, Paving, Water, Scatter y Sewer & Street light lmpravernents -North Beach Street SN 170 to Saratoga D wnt Way City Project * 103773 005219-4 MAINTENANCE BOND Page 4 of 4 Rabbi Morales, Attorney -in -fact (Surety) Secretary Name and Title Witness as to Surety 1 Address: 5005 LBJ Freewav, Suite 1500 Dallas, TX 75244 Telephone Number: 214/989-0000 2 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 3 from the by-laws showing that this person has authority to sign such obligation. if 4 Surety's physical address is different from its mailing address, both must be provided. 5 6 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDTTiONS — DEVELOPER AWARDED PROJcCrs Revised January 31, 2012 Public Storm Drain, poving, Woter, 5anttory Sewer & Street Light improvements -North Udell h Street SH I70 to Saratoga Downs Way City ProjLctNo.103775 No. BI-7280k POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, .constituted, and appointed, and does by these presents make, constitute and appoint Ricardo J. Reyna; Don Cornell; Sophinie .Sumter-; Robbi llloraler; Kelly. A. Westbrook; Tina McEwan; Joshua Saunders; T'onie Petranek; or lIfikaela Peppers of Aon Risk Services Southwest, Inc: of Dallas, TX its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/1.00 U S. Dollars. (IJ.S.$50,000,000.00),, to the. same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers .of'the Company at its principal office in their own proper persons. This Power ofAttorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief .Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein to execute bonds, undertakings,recogriizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney -in --fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to tlio extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, iuidertaking, recognizance, or other suretyship obligation .of the Company; and such signature'and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use. for the purposes herein stated the facsimile signature of any person. or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. IN WITNESS WHEREOF, the Company has caused these presents tclIto .signed and' attested by its appropriate officers and its corporate seal hereunto affixed this 1 `i4"`aay of Moo Attest_ (Seal) By f1 Ira'. edekriaii Executive Vice PresidenI Secretary Bcrkl By Insurance Company after. sident WARNING: THIS POWERI:NVAL1D :[ NOT MINTED ONTBLY `TERKLWY" SECURITY PAPER STATE OF COT1111ECftCUT ) _) ss: COUNTY Old FAIRF1ELD ) Sworn to before rue, a Notary Public in the State -of Connecticut this _ 144^ day of , M ,actaa., by Ira S. Lederman and Jeffrey M. Halter 'who are sworn to -:ate to 'be the Exceptive Vice President 4h Secretary,. and t Senior Vice .president_ respectively. ofBerldcyfnsurance.Company. r;At+JOi`h:{Y iq'Ib CO ThJECTIt UT MY COMhitS54O11EXPIFnEB ?YrtiLao, 2D24 CERTI CATE. I, the undersigned; Assistant Secretary of BERKLEY INSURANCE COMPANY, DO: fibREB Y.c:UKTJFY thattbe foregoing is a trae, correct and complete copy of the original.Power of.Attorney; that said Power cif Attorney has net been revoked or rescinded and that the authority orthe Attorneyin-lactsot forth therein, who. executed the -bond or undertaldng to which►. this .Power of Attorney is attached, is,in full force, andeffect As of this dale. Given. under iriy'hand.and seal of the Coinpany, this . day of (Seal) otatu P ihikc; State of Connecflcut IMPORTANT NOTICE To obtain information or make a complaint: You may call Berkley Surety Group, LLC and its affiliates by telephone for information or to make a complaint: BERKLEY SURETY GROUP, LLC Please send all notices of claim on this bond to: Berkley Surety Group, LLC (866) 768-3534 412 Mount Kemble Avenue, Suite 310N Morristown, NJ 07960 Attn: Surety Claims Department You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http:llwww.tdi.state.tx.us E-mail: ConsumerProtection(ctdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Berkley Surety Group, LLC first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas legal and regulatory requirements. 012500-1 DAP SUBSTITUTION PROCEDURES 2 3 PART 1 - GENERAL SECTION 01 25 00 SUBSTITUTION PROCEDURES Page 1 of 5 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. No 22 separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or catalog 31 numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August 30, 2013 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 5 1 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 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August 30, 2013 012500-3 DAP 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, if a reduction in cost or time results, it will 4 be documented by Change Order. 5 4. Substitution will be rejected if: 6 a. Submittal is not through the Contractor with his stamp of approval 7 b. Request is not made in accordance with this Specification Section 8 c. In the Developer's opinion, acceptance will require substantial revision of the 9 original design 10 d. In the City's or Developer's opinion, substitution will not perform adequately 11 the function consistent with the design intent 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE 16 A. In making request for substitution or in using an approved product, the Contractor 17 represents that the Contractor: 18 1. Has investigated proposed product, and has determined that it is adequate or 19 superior in all respects to that specified, and that it will perform function for which it 20 is intended 21 2. Will provide same guarantee for substitute item as for product specified 22 3. Will coordinate installation of accepted substitution into Work, to include building 23 modifications if necessary, making such changes as may be required for Work to be 24 complete in all respects 25 4. Waives all claims for additional costs related to substitution which subsequently 26 arise 27 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS [NOT USED] 31 PART 3 - EXECUTION [NOT USED] 32 END OF SECTION 33 DATE NAME Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August 30, 2013 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 5 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August 30, 2013 012500-5 DAP 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 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August 30, 2013 013513-1 DAP SPECIAL PROJECT PROCEDURES 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES Page 1 of 7 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements — North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August, 30,2013 01 35 13 - 2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 b. All work performed in the TxDOT right-of-way shall be performed in 2 compliance with and subject to approval from the Texas Department of 3 Transportation 4 B. Work near High Voltage Lines 5 1. Regulatory Requirements 6 a. All Work near High Voltage Lines (more than 600 volts measured between 7 conductors or between a conductor and the ground) shall be in accordance with 8 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 9 2. Warning sign 10 a. Provide sign of sufficient size meeting all OSHA requirements. 11 3. Equipment operating within 10 feet of high voltage lines will require the following 12 safety features 13 a. Insulating cage -type of guard about the boom or arm 14 b. Insulator links on the lift hook connections for back hoes or dippers 15 c. Equipment must meet the safety requirements as set forth by OSHA and the 16 safety requirements of the owner of the high voltage lines 17 4. Work within 6 feet of high voltage electric lines 18 a. Notification shall be given to: 19 1) The power company (example: ONCOR) 20 a) Maintain an accurate log of all such calls to Power Company and 21 record action taken in each case. 22 b. Coordination with Power Company 23 1) After notification coordinate with the power company to: 24 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 25 lower the lines 26 c. No personnel may work within 6 feet of a high voltage line before the above 27 requirements have been met. 28 C. Confined Space Entry Program 29 1. Provide and follow approved Confined Space Entry Program in accordance with 30 OSHA requirements. 31 2. Confined Spaces include: 32 a. Manholes 33 b. All other confined spaces in accordance with OSHA's Permit Required for 34 Confined Spaces 35 D. Use of Explosives, Drop Weight, Etc. 36 1. When Contract Documents permit on the project the following will apply: 37 a. Public Notification 38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 39 prior to commencing. 40 2) Minimum 24 hour public notification in accordance with Section 01 31 13 41 E. Water Department Coordination 42 1. During the construction of this project, it will be necessary to deactivate, for a 43 period of time, existing lines. The Contractor shall be required to coordinate with 44 the Water Department to determine the best times for deactivating and activating 45 those lines. CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements — North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August, 30,2013 01 35 13 -3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements — North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August, 30,2013 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 I. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements — North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August, 30,2013 01 35 13 -5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements — North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August, 30,2013 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 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 NOTICE QF CQNST1OCTIQN 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 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 (817) 392 8306 35 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements — North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August, 30,2013 01 35 13 - 7 DAP SPECIAL PROJECT PROCEDURES 1 EXHIBIT B Date: FORT WORTH DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION 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. OR MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR Page 7 of 7 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements — North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.103773 Revised August, 30,2013 015713-1 DAP STORM WATER POLLUTION PREVENTION 2 3 PART 1 - GENERAL SECTION 01 5713 STORM WATER POLLUTION PREVENTION Page 1 of 3 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 31 25 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 31 25 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 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION 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 31 25 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 TXR150000 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 31 25 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 job 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 NOI 32 3) Provide erosion and sediment control in accordance with: 33 a) Section 31 25 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 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTION PREVENTION 1 2 Page 3 of 3 a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review 3 B. Modified SWPPP 4 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 5 in accordance with Section 01 33 00. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 7 1.7 CLOSEOUT SUBMITTALS [NOT USED] 8 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9 1.9 QUALITY ASSURANCE [NOT USED] 10 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 11 1.11 FIELD [SITE] CONDITIONS [NOT USED] 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS [NOT USED] 14 PART 3 - EXECUTION [NOT USED] 15 16 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised July 1, 2011 01 66 00- 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - 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 SUBMITTALS/INFORMATIONAL 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. 34 35 36 CITY OF FORT WORTH Public storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 01 66 00- 2 DAP PROJECT RECORD DOCUMENTS 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 FORT WORTH Public storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 01 66 00- 3 DAP PROJECT RECORD DOCUMENTS 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 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT 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 31 32 CITY OF FORT WORTH Public storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 01 66 00- 4 DAP PROJECT RECORD DOCUMENTS 1 Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Public storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 017000-1 MOBILIZATION AND REMOBILIZATION 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION Page 1 of 4 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 11 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 1 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 Revised November 22, 2016 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 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 [Consult City Department/Division for direction on if 27 Mobilization pay item to be included or the item should be subsidiary. Include the 28 appropriate Section 1.2 A. 1.] 29 1. Mobilization and Demobilization 30 a. Measure 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 2. Remobilization for suspension of Work as specifically required in the Contract 37 Documents 38 a. Measurement 39 1) Measurement for this Item shall be per each remobilization performed. 40 b. Payment 41 1) The work performed and materials furnished in accordance with this Item 42 and measured as provided under "Measurement" will be paid for at the unit 43 price per each "Specified Remobilization" in accordance with Contract 44 Documents. 45 c. The price shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 1) Demobilization as described in Section 1.1.A.2.a.1) 2 2) Remobilization as described in Section 1.1.A.2.a.2) 3 d. No payments will be made for standby, idle time, or lost profits associated this 4 Item. 5 3. Remobilization for suspension of Work as required by City 6 a. Measurement and Payment 7 1) This shall be submitted as a Contract Claim in accordance with Article 10 8 of Section 00 72 00. 9 2) No payments will be made for standby, idle time, or lost profits associated 10 with this Item. 11 4. Mobilizations and Demobilizations for Miscellaneous Projects 12 a. Measurement 13 1) Measurement for this Item shall be for each Mobilization and 14 Demobilization required by the Contract Documents 15 b. Payment 16 1) The Work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" will be paid for at the unit 18 price per each "Work Order Mobilization" in accordance with Contract 19 Documents. Demobilization shall be considered subsidiary to mobilization 20 and shall not be paid for separately. 21 c. The price shall include: 22 1) Mobilization as described in Section 1.1.A.3.a.1) 23 2) Demobilization as described in Section 1.1.A.3.a.2) 24 d. No payments will be made for standby, idle time, or lost profits associated this 25 Item. 26 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 27 a. Measurement 28 1) Measurement for this Item shall be for each Mobilization and 29 Demobilization required by the Contract Documents 30 b. Payment 31 1) The Work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price per each "Work Order Emergency Mobilization" in accordance with 34 Contract Documents. Demobilization shall be considered subsidiary to 35 mobilization and shall not be paid for separately. 36 c. The price shall include 37 1) Mobilization as described in Section 1.1.A.4.a) 38 2) Demobilization as described in Section 1.1.A.3.a.2) 39 d. No payments will be made for standby, idle time, or lost profits associated this 40 Item. 41 1.3 REFERENCES [NOT USED] 42 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 43 1.5 SUBMITTALS [NOT USED] 44 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 45 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 1.12 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS [NOT USED] 7 PART 3 - EXECUTION [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen CITY OF FORT WORTH Page 4 of 4 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 017423-1 DAP CLEANING 1 2 SECTION 01 74 23 CLEANING Page 1 of 4 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 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 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. 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 SUBMITTALS/INFORMATIONAL 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 Public Storm Drain, Paving, Water, Sanitary Sewer & Street light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 01 74 23 - 2 DAP 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 3.1 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 / 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. 33 34 35 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 017423-3 DAP CLEANING Page 3 of 4 1 2 6. Handle materials in a controlled manner with as few handlings as possible. 3 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 4 this project. 5 8. Remove all signs of temporary construction and activities incidental to construction 6 of required permanent Work. 7 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 8 have the cleaning completed at the expense of the Contractor. 9 10. Do not burn on -site. 10 B. Intermediate Cleaning during Construction 11 1. Keep Work areas clean so as not to hinder health, safety or convenience of 12 personnel in existing facility operations. 13 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 14 3. Confine construction debris daily in strategically located container(s): 15 a. Cover to prevent blowing by wind 16 b. Store debris away from construction or operational activities 17 c. Haul from site at a minimum of once per week 18 4. Vacuum clean interior areas when ready to receive finish painting. 19 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 20 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 21 may become airborne or transported by flowing water during the storm. 22 C. Exterior (Site or Right of Way) Final Cleaning 23 1. Remove trash and debris containers from site. 24 a. Re -seed areas disturbed by location of trash and debris containers in accordance 25 with Section 32 92 13. 26 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 27 that may hinder or disrupt the flow of traffic along the roadway. 28 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 29 junction boxes and inlets. 30 4. If no longer required for maintenance of erosion facilities, and upon approval by 31 City, remove erosion control from site. 32 Clean signs, lights, signals, etc. 33 3.11 CLOSEOUT ACTIVITIES [NOT USED] 34 3.12 PROTECTION [NOT USED] 35 3.13 MAINTENANCE [NOT USED] 36 3.14 ATTACHMENTS [NOT USED] 37 38 39 40 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 1 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 01 7719 2 CLOSEOUT REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 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 1. 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 [NOT 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 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PAT 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 01 78 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 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion 40 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 2 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection 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 SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 To Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 017823-1 Operation and Maintenance Data Page 1 of 5 1 SECTION 01 78 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1 - 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 1/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten 38 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - North Beach Street SH 170 TO Saratoga Downs way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 01 78 23 - 2 Operation and Maintenance Data Page 2 of 5 1 2 d. Drawings 3 1) Provide reinforced punched binder tab, bind in with text 4 2) Reduce larger drawings and fold to size of text pages. 5 e. Provide fly -leaf for each separate product, or each piece of operating 6 equipment. 7 1) Provide typed description of product, and major component parts of 8 equipment. 9 2) Provide indexed tabs. 10 f. Cover 11 1) Identify each volume with typed or printed title "OPERATING AND 12 MAINTENANCE INSTRUCTIONS". 13 2) List: 14 a) Title of Project 15 b) Identity of separate structure as applicable 16 c) Identity of general subject matter covered in the manual 17 3. Binders 18 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 19 b. When multiple binders are used, correlate the data into related consistent 20 groupings. 21 4. If available, provide an electronic form of the O&M Manual. 22 B. Manual Content 23 1. Neatly typewritten table of contents for each volume, arranged in systematic order 24 a. Contractor, name of responsible principal, address and telephone number 25 b. A list of each product required to be included, indexed to content of the volume 26 c. List, with each product: 27 1) The name, address and telephone number of the subcontractor or installer 28 2) A list of each product required to be included, indexed to content of the 29 volume 30 3) Identify area of responsibility of each 31 4) Local source of supply for parts and replacement 32 d. Identify each product by product name and other identifying symbols as set 33 forth in Contract Documents. 34 2. Product Data 35 a. Include only those sheets which are pertinent to the specific product. 36 b. Annotate each sheet to: 37 1) Clearly identify specific product or part installed 38 2) Clearly identify data applicable to installation 39 3) Delete references to inapplicable information 40 3. Drawings 41 a. Supplement product data with drawings as necessary to clearly illustrate: 42 1) Relations of component parts of equipment and systems 43 2) Control and flow diagrams 44 b. Coordinate drawings with information in Project Record Documents to assure 45 correct illustration of completed installation. 46 c. Do not use Project Record Drawings as maintenance drawings. 47 4. Written text, as required to supplement product data for the particular installation: CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - North Beach Street SH 170 TO Saratoga Downs way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 1 2 017823-3 Operation and Maintenance Data Page 3 of 5 a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. 3 5. Copy of each warranty, bond and service contract issued 4 a. Provide information sheet for City personnel giving: 5 1) Proper procedures in event of failure 6 2) Instances which might affect validity of warranties or bonds 7 C. Manual for Materials and Finishes 8 1. Submit 5 copies of complete manual in final form. 9 2. Content, for architectural products, applied materials and finishes: 10 a. Manufacturer's data, giving full information on products 11 1) Catalog number, size, composition 12 2) Color and texture designations 13 3) Information required for reordering special manufactured products 14 b. Instructions for care and maintenance 15 1) Manufacturer's recommendation for types of cleaning agents and methods 16 2) Cautions against cleaning agents and methods which are detrimental to 17 product 18 3) Recommended schedule for cleaning and maintenance 19 3. Content, for moisture protection and weather exposure products: 20 a. Manufacturer's data, giving full information on products 21 1) Applicable standards 22 2) Chemical composition 23 3) Details of installation 24 b. Instructions for inspection, maintenance and repair 25 D. Manual for Equipment and Systems 26 1. Submit 5 copies of complete manual in final form. 27 2. Content, for each unit of equipment and system, as appropriate: 28 a. Description of unit and component parts 29 1) Function, normal operating characteristics and limiting conditions 30 2) Performance curves, engineering data and tests 31 3) Complete nomenclature and commercial number of replaceable parts 32 b. Operating procedures 33 1) Start-up, break-in, routine and normal operating instructions 34 2) Regulation, control, stopping, shut -down and emergency instructions 35 3) Summer and winter operating instructions 36 4) Special operating instructions 37 c. Maintenance procedures 38 1) Routine operations 39 2) Guide to "trouble shooting" 40 3) Disassembly, repair and reassembly 41 4) Alignment, adjusting and checking 42 d. Servicing and lubrication schedule 43 1) List of lubricants required 44 e. Manufacturer's printed operating and maintenance instructions 45 f. Description of sequence of operation by control manufacturer 46 1) Predicted life of parts subject to wear CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - North Beach Street SH 170 TO Saratoga Downs way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 01 78 23 - 4 Operation and Maintenance Data Page 4 of 5 1 2) Items recommended to be stocked as spare parts 2 g. As installed control diagrams by controls manufacturer 3 h. Each contractor's coordination drawings 4 1) As installed color coded piping diagrams 5 i. Charts of valve tag numbers, with location and function of each valve 6 j. List of original manufacturer's spare parts, manufacturer's current prices, and 7 recommended quantities to be maintained in storage 8 k. Other data as required under pertinent Sections of Specifications 9 3. Content, for each electric and electronic system, as appropriate: 10 a. Description of system and component parts 11 1) Function, normal operating characteristics, and limiting conditions 12 2) Performance curves, engineering data and tests 13 3) Complete nomenclature and commercial number of replaceable parts 14 b. Circuit directories of panelboards 15 1) Electrical service 16 2) Controls 17 3) Communications 18 c. As installed color coded wiring diagrams 19 d. Operating procedures 20 1) Routine and normal operating instructions 21 2) Sequences required 22 3) Special operating instructions 23 e. Maintenance procedures 24 1) Routine operations 25 2) Guide to "trouble shooting" 26 3) Disassembly, repair and reassembly 27 4) Adjustment and checking 28 f. Manufacturer's printed operating and maintenance instructions 29 g. List of original manufacturer's spare parts, manufacturer's current prices, and 30 recommended quantities to be maintained in storage 31 h. Other data as required under pertinent Sections of Specifications 32 4. Prepare and include additional data when the need for such data becomes apparent 33 during instruction of City's personnel. 34 1.7 CLOSEOUT SUBMITTALS [NOT USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE 37 A. Provide operation and maintenance data by personnel with the following criteria: 3 8 1. Trained and experienced in maintenance and operation of described products 39 2. Skilled as technical writer to the extent required to communicate essential data 40 3. Skilled as draftsman competent to prepare required drawings 41 CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - North Beach Street SH 170 TO Saratoga Downs way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 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 END OF SECTION 7 8 017823-5 Operation and Maintenance Data Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - North Beach Street SH 170 TO Saratoga Downs way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS 1 2 3 PART 1 - GENERAL SECTION 01 78 39 PROJECT RECORD DOCUMENTS Page 1 of 5 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 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 [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 SUBMITTALS/INFORMATIONAL 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 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 01 78 39 - 2 DAP 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 IoR] 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 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 017839-3 DAP 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 clearly mark any deviations from Contract Documents 21 associated with installation of the infrastructure. 22 4. Making entries on Drawings 23 a. Record any deviations from Contract Documents. 24 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 25 change by graphic line and note as required. 26 c. Date all entries. 27 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 28 e. In the event of overlapping changes, use different colors for the overlapping 29 changes. 30 5. Conversion of schematic layouts 31 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 32 ducts, and similar items, are shown schematically and are not intended to 33 portray precise physical layout. 34 1) Final physical arrangement is determined by the Contractor, subject to the 35 City's approval. 36 2) However, design of future modifications of the facility may require 37 accurate information as to the final physical layout of items which are 38 shown only schematically on the Drawings. 39 b. Show on the job set of Record Drawings, by dimension accurate to within 1 40 inch, the centerline of each run of items. 41 1) Final physical arrangement is determined by the Contractor, subject to the 42 City's approval. CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 5 1 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 2 ceiling plenum", "exposed", and the like). 3 3) Make all identification sufficiently descriptive that it may be related 4 reliably to the Specifications. 5 c. The City may waive the requirements for conversion of schematic layouts 6 where, in the City's judgment, conversion serves no useful purpose. However, 7 do not rely upon waivers being issued except as specifically issued in writing 8 by the City. 9 B. Final Project Record Documents 10 1. Transfer of data to Drawings 11 a. Carefully transfer change data shown on the job set of Record Drawings to the 12 corresponding final documents, coordinating the changes as required. 13 b. Clearly indicate at each affected detail and other Drawing a full description of 14 changes made during construction, and the actual location of items. 15 c. Call attention to each entry by drawing a "cloud" around the area or areas 16 affected. 17 d. Make changes neatly, consistently and with the proper media to assure 18 longevity and clear reproduction. 19 2. Transfer of data to other Documents 20 a. If the Documents, other than Drawings, have been kept clean during progress of 21 the Work, and if entries thereon have been orderly to the approval of the City, 22 the job set of those Documents, other than Drawings, will be accepted as final 23 Record Documents. 24 b. If any such Document is not so approved by the City, secure a new copy of that 25 Document from the City at the City's usual charge for reproduction and 26 handling, and carefully transfer the change data to the new copy to the approval 27 of the City. 28 3.5 REPAIR / RESTORATION [NOT USED] 29 3.6 RE -INSTALLATION [NOT USED] 30 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 3.10 CLEANING [NOT USED] 34 3.11 CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION [NOT USED] 36 3.13 MAINTENANCE [NOT USED] 37 3.14 ATTACHMENTS [NOT USED] 38 39 END OF SECTION CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 017839-5 DAP PROJECT RECORD DOCUMENTS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements -North Beach Street SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103773 Revised April 7, 2014 024113-1 SELECTIVE SITE DEMOLITION 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 02 41 13 SELECTIVE SITE DEMOLITION Page 1 of 5 5 A. Section Includes: 6 1. Removing sidewalks and steps 7 2. Removing ADA ramps and landings 8 3. Removing driveways 9 4. Removing fences 10 5. Removing guardrail 11 6. Removing retaining walls (less than 4 feet tall) 12 7. Removing mailboxes 13 8. Removing rip rap 14 9. Removing miscellaneous concrete structures including porches and foundations 15 10. Disposal of removed materials 16 B. Deviations this from City of Fort Worth 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 31 23 23 — Borrow 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Measurement 26 a. Remove Sidewalk: Measure by square foot. 27 b. Remove Steps: measure by the square foot as seen in the plan view only. 28 c. Remove ADA Ramp: measure by each. 29 d. Remove Driveway: measure by the square foot by type. 30 e. Remove Fence: measure by the linear foot. 31 f. Remove Guardrail: measure by the linear foot along the face of the rail in place 32 including metal beam guard fence transitions and single guard rail terminal 33 sections from the center of end posts. 34 g. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot 35 h. Remove Mailbox: measure by each. 36 i. Remove Rip Rap: measure by the square foot. 37 j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 38 2. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 02 41 13 -2 SELECTIVE SITE DEMOLITION Page 2 of 5 1 a. Remove Sidewalk: full compensation for saw cutting, removal, hauling, 2 disposal, tools, equipment, labor and incidentals needed to execute work. 3 Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts 4 as a wall footing) shall be paid as sidewalk removal. For utility projects, this 5 Item shall be considered subsidiary to the trench and no other compensation 6 will be allowed. 7 b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 8 tools, equipment, labor and incidentals needed to execute work. For utility 9 projects, this Item shall be considered subsidiary to the trench and no other 10 compensation will be allowed. 11 c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 12 hauling, disposal, tools, equipment, labor and incidentals needed to execute 13 work. Work includes ramp landing removal. For utility projects, this Item shall 14 be considered subsidiary to the trench and no other compensation will be 15 allowed. 16 d. Remove Driveway: full compensation for saw cutting, removal, hauling, 17 disposal, tools, equipment, labor and incidentals needed to remove improved 18 driveway by type. For utility projects, this Item shall be considered subsidiary 19 to the trench and no other compensation will be allowed. 20 e. Remove Fence: full compensation for removal, hauling, disposal, tools, 21 equipment, labor and incidentals needed to remove fence. For utility projects, 22 this Item shall be considered subsidiary to the trench and no other 23 compensation will be allowed. 24 f. Remove Guardrail: full compensation for removing materials, loading, hauling, 25 unloading, and storing or disposal; furnishing backfill material; backfilling the 26 postholes; and equipment, labor, tools, and incidentals. For utility projects, this 27 Item shall be considered subsidiary to the trench and no other compensation 28 will be allowed. 29 g. Remove Retaining Wall (less than 4 feet tall): full compensation for saw 30 cutting, removal, hauling, disposal, tools, equipment, labor and incidentals 31 needed to execute work. Sidewalk adjacent to or attached to retaining wall 32 (including sidewalk that acts as a wall footing) shall be paid as sidewalk 33 removal. For utility projects, this Item shall be considered subsidiary to the 34 trench and no other compensation will be allowed. 35 h. Remove Mailbox: full compensation for removal, hauling, disposal, tools, 36 equipment, labor and incidentals needed to execute work. For utility projects, 37 this Item shall be considered subsidiary to the trench and no other 38 compensation will be allowed. 39 i. Remove Rip Rap: full compensation for saw cutting, removal, hauling, 40 disposal, tools, equipment, labor and incidentals needed to execute work. For 41 utility projects, this Item shall be considered subsidiary to the trench and no 42 other compensation will be allowed. 43 j. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 44 removal, hauling, disposal, tools, equipment, labor and incidentals needed to 45 execute work. For utility projects, this Item shall be considered subsidiary to 46 the trench and no other compensation will be allowed. 47 1.3 REFERENCES 48 A. Definitions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 02 41 13 -3 SELECTIVE SITE DEMOLITION Page 3 of 5 1 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 2 pavers. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 14 2.2 MATERIALS 15 A. Fill Material: See Section 31 23 23. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 REMOVAL 23 A. Remove Sidewalk 24 1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 25 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 26 B. Remove Steps 27 1. Remove step to nearest existing dummy, expansion or construction joint. 28 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 29 C. Remove ADA Ramp 30 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 31 See 3.4.K. 32 2. Remove ramp to nearest existing dummy, expansion or construction joint on 33 existing sidewalk. 34 D. Remove Driveway CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 02 41 13 -4 SELECTIVE SITE DEMOLITION Page 4 of 5 1 1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See 2 3.4.K. 3 2. Remove drive to nearest existing dummy, expansion or construction joint. 4 3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 5 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 6 joint on existing sidewalk. 7 E. Remove Fence 8 1. Remove all fence components above and below ground and backfill with acceptable 9 fill material. 10 2. Use caution in removing and salvaging fence materials. 11 3. Salvaged materials may be used to reconstruct fence as approved by City or as 12 shown on Drawings. 13 4. Contractor responsible for keeping animals (livestock, pets, etc.) within the fenced 14 areas during construction operation and while removing fences. 15 F. Remove Guardrail 16 1. Remove rail elements in original lengths. 17 2. Remove fittings from the posts and the metal rail and then pull the posts. 18 3. Do not mar or damage salvageable materials during removal. 19 4. Completely remove posts and any concrete surrounding the posts. 20 5. Furnish backfill material and backfill the hole with material equal in composition 21 and density to the surrounding soil unless otherwise directed. 22 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- 23 foot below the new subgrade elevation and leave in place along with the dead man. 24 G. Remove Retaining Wall (less than 4 feet tall) 25 1. Remove wall to nearest existing joint. 26 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 27 3. Removal includes all components of the retaining wall including footings. 28 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 29 H. Remove Mailbox 30 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 31 reconstruction. 32 I. Remove Rip Rap 33 1. Remove rip rap to nearest existing dummy, expansion or construction joint. 34 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 35 J. Remove Miscellaneous Concrete Structure 36 1. Remove portions of miscellaneous concrete structures including foundations and 37 slabs that do not interfere with proposed construction to 2 feet below the finished 38 ground line. 39 2. Cut reinforcement close to the portion of the concrete to remain in place. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 024113-5 SELECTIVE SITE DEMOLITION 2 Page 5 of 5 3. Break or perforate the bottom of structures to remain to prevent the entrapment of water. 3 K. Sawcut 4 1. Sawing Equipment 5 a. Power -driven 6 b. Manufactured for the purpose of sawing pavement 7 c. In good operating condition 8 d. Shall not spall or fracture the pavement to the removal area 9 2. Sawcut perpendicular to the surface completely through existing pavement. 10 3.5 REPAIR [NOT USED] 11 3.6 RE -INSTALLATION [NOT USED] 12 3.7 SITE QUALITY CONTROL [NOT USED] 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 22 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.2. Modified Payment - Items will be subsidiary to trench on utility projects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Public Storm Drain, Paving, Water, Sanitary Sewer & Street Improvements - North Beach Street SH 170 To Saratoga Downs Way City Project No. 103773 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised July 1, 2011 Exhibit "A" 5.701 Acre Right -of -Way Dedication North Beach Street BEING a tract of land situated in the T.T. Willis Survey, Abstract Number 1682, and the J.O. McDonald Survey, Abstract Number 1106, Tarrant County, Texas, being all of that tract of land described by deed to AIL ROW, LLC., recorded in Instrument Number D222089576, County Records, Tarrant County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod with plastic cap stamped "Peloton" set at the southwest corner of said AIL ROW tract, also being the northwest corner of North Beach Street (a 130 foot right-of-way), Phase Four, Saratoga, an addition to the City of Fort Worth, according to the Plat recorded in Cabinet A, Slide 12937, said County Records, being the beginning of a curve to the right; THENCE with said curve to the right, an arc distance of 111.92 feet, through a central angle of 03°12'23", having a radius of 2000.00 feet, the long chord which bears N 07°43'02"W, 111.91 feet to a 5/8 inch iron rod with plastic cap stamped "Peloton" set, at the beginning of a reverse curve to the left; THENCE with said reverse curve to the left, an arc distance of 44.79 feet, through a central angle of 02°33'58", having a radius of 1000.00 feet, the long chord which bears N 07°23'50"W, 44.78 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set; THENCE N 08°40'49"W, 852.79 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set at the beginning of a curve to the left; THENCE with said curve to the left, an arc distance of 386.40 feet, through a central angle of 14°54'30", having a radius of 1485.00 feet, the long chord which bears N 16°08'04"W, 385.31 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set; THENCE N 23°35'19"W, 544.45 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set in the south right-of-way line of State Highway 170 (a variable width right-of-way), recorded in Instrument Number D190051743, County Records, Tarrant County, Texas; THENCE with said south right-of-way line the following bearings and distances: S 72°04'45"E, 7.81 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set; S 23°42'46"E, 20.00 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set; N 66° 17' 14"E, 120.00 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set; N 23°42'46"W, 20.00 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set; Peloton Job No. HWA20033 N.Beach G: VQB\H WA20033_BEACH_S_I70IMASTERDEV\_SUR1LEGALIHW A20033_DE l .DOCX Tracking No. ACF11 8080 May 02,2022 Page 1 of 3 N 24°39' 14"E, 5.57 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set, from which a Texas Highway Department of Transportation monument found, bears N 24°39'14"E, 114.85 feet; THENCE S 23°35'19"E, 543.24 feet, departing said south right-of-way line, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set the beginning of a curve to the right; THENCE with said curve to the right, an arc distance of 420.22 feet, through a central angle of 14°54'30", having a radius of 1615.00 feet, the long chord which bears S 16°08'04"E, 419.04 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" set; THENCE S 08°40'49"E, 802.89 feet, to a 518 inch iron rod with plastic cap stamped "Peloton" set the beginning of a curve to the right; THENCE with said curve to the right, an arc distance of 49.26 feet, through a central angle of 02°49'21, having a radius of 1000.00 feet, the long chord which bears S 07°16'09"E, 49.26 feet to a 5/8 inch iron rod with plastic cap stamped "Peloton" set the beginning of a reverse curve to the left; THENCE with said reverse curve to the left, an arc distance of 113.01 feet, through a central angle of 03°27'45", having a radius of 1870.00 feet, the long chord which bears S 07°35'21"E, 113.00 feet to a 5/8 inch iron rod with plastic cap stamped "Peloton" set, in the north line of the aforementioned Saratoga, Phase 4; THENCE S 62°25' 10"W, 136.90 feet to the Point of Beginning and containing 248,333 square feet or 5.701 acres of land more or less_ "Integral parts of this document" 1. Description — 2 pages 2, Exhibit Peloton Job No. HWA20033 N.Beach G:VOBIHWA20033 BEACH S 1701MASTERDEVI SURILEGALIHWA20033 DEI.DOCX Tracking No. ACF# 8080 May 02, 2022 Page 2 of 3 1 \V E_v,aY '`°a nt- o � t� 119r0+r,51743 00 �a DT C t. N24B514'E [n +r,s G R -- — e ao E . See N6 N1.13- L4 Detail "A" �I �� IR Gas Esmt. Inst.• D212035259 C.R.T.C.T. Copyrights 2021 PeEaton Land Solutions, Inc Gas Esmt. • r.dor 2 ' Inst.• 0212035235 IN^�� C.R.T.C.T. IR •R5//, 1l // 20' Utility Esmt. Inst.• 0197197979 C.R.T.C.T. ❑ = 14 ° 54' 30" R - 1485.00' L - 386.40' LC- N 16° 08' 04"W 385.31' Water Line Esmt. Inst.• D220196015 C.R.T.C.T. LP • t• y4 APPROX. 511RVEY LINO- C1 ❑ - 03° 12' 23" R 2000.00' L - 111.92' LC- N 07° 43' 02"W 111.91' C2 A = 03° 27' 45" R - 18 7 0.00' L - 113.01' LC- 5 07° 35' 21"E 113.00' • st- QQt7A "▪ A 940 AIL Investment, L.P. formerly known os Millwood / Freeway, LTD. Vol. 9527, Pg. 1071 C.R. T.C. F. 30' Utility Esmt. Vol. 9846, Pg. 1886 Val. 9407, Pg. 1577 C.R.T.C.T. I I 1 � l 1 Il l 11 1 + 1 1 ++ l l 1 i 111 t I1 1 11 11111 }.---5.701 Acres 1 11 l 1 11 +'1 II 1 0 111 1 •' �L 00 1.4 op CD .o 0 cji �l • co r ra s'1 `� `�°- ❑ - 02°49'21" `p I mo' R • 1000.00' ❑ - 02° 33' 58" t t L - 49.26' R - 1000.00' I IRS ❑ - 14° 54' 30" R - 1615.00' L - 420.22' LC- S 16° 08' 04"E 419.04' IRS 0 a F\V9 0 \'Gq °� 0 300 600 GRAPHIC SCALE IN FEET "INTEGRAL PARTS OF THIS DOCUMENT" 1. DESCRIPTION - 2 Pages 2. EXHIBIT BASIS OF BEARING IS THE TEXAS COORDINATE SYSTEM NADS3, NORTH CENTRAL ZONE 4202. iRF - IRON ROD FOUND IRS - IRON ROD SET TXDOT - TEXAS DEAPARTMENT OF TRANSPORTATION 1 LC- 5 07° 16' 09'E ,•-'\ ` L • 44.79' 1 +l I+ IR� 49.26' .; 12 •13 \- LC- N 07°23' 50"W I 1 1 11 • \�• 44.78' es ; 1 II IRS •, 1,10 ' y^.i„,.ti1F,..... C2 �} LINE TABLE L1 5 72° 04'45"E 7.81' L2 5 23° 42'46"E 20.00' L3 N 23° 42'46"W 20.00' L4 N 24° 39'14"E 5.57' L5 S 62° 25'10"W 136.90' ▪ -Point of Beginning o SURV.▪ Y0 \ 8 . 0- \ 8®�g� {Sarotogo, Phase 4 ,Z •1 { Cab. A, Slide 12937 t I C. R. T. C. T. Cob. R Slide 12937 La'';' C.R.T.C.T. �7lwood Saratoga, L.P_ \� 2 , . Inst. • 0204097178 �, 1 C.R.T.C.T. PELOTON NDLAND SOLUTIONS 5800 HILLWOODPARKWAY, SUITE250 JOB # HWA20033 FORT WORTH TEXAS 76177 PFI.p 617.562.3350 3'\J013\ HWA20033_ Beach_5_170\most e r per\_Sur \H W A20033_DE1.dgn Exhibit "A" Right-of:VVay Dedication North Beach Street 1 SITUATED IN THE T.T. WILLIS SURVEY, ABSTRACT NUMBER 1682AND THE J.O. MCDONALD SURVEY, ABSTRACT NUMBER 1106 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS. ACF# 8080 (DRAWN BY; W.BLADES (CHECKED BY: T.BRIDGES DATE: 9.27.2021 PAGE # 3 of 3 Default /2/2022 :37:52 AI GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised July 1, 2011 lrerracon GeoReport. Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 Prepared for: Hillwood Alliance Services LLC Fort Worth, Texas Prepared by: Terracon Consultants, Inc. Fort Worth, Texas Environmental Facilities Geotechnical Materials October 25, 2021 Hillwood Alliance Services LLC 9800 Hillwood Parkway, Ste 300 Fort Worth, Texas 76177 Attn: Mr. Joe Schneider P: (817) 224 6054 E: joe.schneider@hillwood.com Re: Geotechnical Engineering Report Beach Street Extension Alliance Gateway Freeway Fort Worth, Tarrant County, Texas Terracon Project No. 95215167 Dear Mr. Schneider: lierracon G oe Report We have completed the Geotechnical Engineering services for the above referenced project. This study was performed in general accordance with Terracon Proposal No. P95215167 dated September 9, 2021. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of proposed roadway project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. Sushanta Bhusal, E.I.T. Saad M. Hineidi, P.E. Senior Staff Engineer Senior PrincipalNice-President Terracon Consultants, Inc. 2501 East Loop 820 North Fort Worth, Texas 76118 Registration No. F-3272 P [817] 268 8600 F [817] 268 8602 terracon.com/offices/fort-worth Environmental • Facilities • Geotechnical • Materials REPORT TOPICS INTRODUCTION 1 SITE CONDITIONS 1 PROJECT DESCRIPTION 2 GEOTECHNICAL CHARACTERIZATION 2 ENGINEERING RECOMMENDATION 3 GENERAL COMMENTS 7 FIGURES 9 Note: This report was originally delivered in a web -based format. Orange Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the GeoReport logo will bring you back to this page. For more interactive features, please view your project online at cl ient.terracon.com. ATTACHMENTS EXPLORATION AND TESTING PROCEDURES SITE LOCATION AND EXPLORATION PLANS EXPLORATION RESULTS SUPPORTING INFORMATION Note: Refer to each individual Attachment for a listing of contents. Responsive ■ Resourceful ■ Reliable 1 Geotechnical Engineering Report Beach Street Extension South of Alliance Gateway Freeway Fort Worth, Tarrant County, Texas Terracon Project No. 95215167 October 25, 2021 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering services performed for the proposed Beach Street Extension project to be located south of Alliance Gateway Freeway in Fort Worth, Tarrant County, Texas. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: Subsurface soil (and rock) conditions Site preparation and earthwork Groundwater conditions Pavement design and construction The geotechnical engineering Scope of Services for this project included the advancement of 5 test borings to depths of about 10 feet below existing site grades. Maps showing the site and boring locations are shown in the Site Location and Exploration sections, respectively. The results of the laboratory testing performed on soil samples obtained from the site during the field exploration are included on the boring logs in the _xploration Result section. SITE CONDITIONS The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps. Item Description Parcel Information Existing Improvements Current Ground Cover The project is located south of Alliance Gateway Freeway in Fort Worth, Tarrant County, Texas. 32.9677°N, 97.2880°W (approximate) See Site Location Agricultural land with gravel roads Grass, scattered trees, and bare earth Responsive ■ Resourceful ■ Reliable 1 Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 1 ferracon GeoReport. Item Description Existing Topography Based on topographical information available from North Central Texas Council of Governments (NCTCOG) topographic maps available at www.dfwmaps.com, the site appears to slope downwards from the south to the north. Ground surface elevations vary by about 18 feet. PROJECT DESCRIPTION Our initial understanding of the project was provided in our proposal and no comments have been made by the design group/client and our final understanding of the project conditions is as follows: Item Description Project Description Pavements Traffic (per the city of Fort Worth Pavement Design Manual) We understand that an extension of Beach Street is planned to connect to the south side of SH 170. The road will be classified as a commercial connector. The design parameters for the classification of arterial by the City of Fort Worth will be utilized unless additional traffic information is provided. The planned roadway will be Portland cement concrete paving in accordance with the City of Fort Worth Pavement Design Manual dated January 29, 2015. Annual ESALs: 300,000 Total ESALs: 13,170,000 GEOTECHNICAL CHARACTERIZATION We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting and our understanding of the project. This characterization, termed GeoModel, forms the basis of our geotechnical calculations and evaluation of site preparation and foundation options. Conditions encountered at each exploration point are indicated on the individual logs. The individual logs can be found in the Exploration Results section and the GeoModel can be found in the Figures section of this report. As part of our analyses, we identified the following model layers within the subsurface profile. For a more detailed view of the model layer depths at each boring location, refer to the GeoModel. Model Layer Layer Name General Description 1 Fill 2 Fat Clay Fat Clay (CH) with limestone fragments and sand, dark gray Fat Clay (CH) and Lean Clay (CL), dark gray, gray and tan Responsive • Resourceful • Reliable 2 Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 1 Ferracon GeoReport The boreholes were observed while drilling and after completion for the presence and level of groundwater. Groundwater was not observed in the borings while drilling, or for the short duration the borings could remain open. However, this does not necessarily mean the borings terminated above groundwater, or the water levels summarized above are stable groundwater levels. Due to the low permeability of the soils encountered in the borings, a relatively long period may be necessary for a groundwater level to develop and stabilize in a borehole. Long term observations in piezometers or observation wells sealed from the influence of surface water are often required to define groundwater levels in materials of this type. Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the borings were performed. Therefore, groundwater levels during construction or at other times in the life of the structure may be higher or lower than the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. ENGINEERING RECOMMENDATION We understand that the extension of Beach Street is planned to connect to the south side of SH 170. The road will be classified as a commercial connector. The design parameters for the classification of arterial by the City of Fort Worth will be utilized unless additional traffic information is provided. Five test borings were extended to a depth of about 10 feet for the planned roadway extension. General Site Grading A grading plan was not provided for the roadway alignment. We expect several feet of cuts and fills to be necessary to achieve final grades. Based on the conditions encountered in the borings, excavations will encounter fat and lean clays. During excavations, applicable OSHA standards should be followed based on soil types and noted consistencies. The soils will need to be sloped or braced during construction. All fill placed against excavated slopes should be placed in relatively horizontal lifts. When placing fill on existing slopes that are steeper than about 6H:1V, the fill should be benched into the slope. This breaks up potential slide planes and permits relatively horizontal lift placement. Any lift that becomes desiccated, rutted, or disturbed should be reworked prior to placing a subsequent lift. The on -site soils free of rock greater than 4 inches in maximum dimension are suitable for use in general site grading. Imported material should be a clean clay soil (free of deleterious materials and debris) with a liquid limit less than 60 percent and no rock greater than 4 inches in maximum dimension. Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 1 ferracon GeoReport. Site preparation for the proposed project should include removing existing vegetation and site improvements (pavements and utilities) and any other unsuitable surface materials from the areas of new construction. Prior to placing any fill, the areas to receive fill will need to be stripped and grubbed. The subgrade should then be proof rolled. Any soft or pumping areas should be excavated to firm ground and properly backfilled. The subgrade should be scarified to a minimum depth of 8 inches and uniformly compacted as discussed in Compaction Requirements. The fill materials should then be spread in loose, relatively horizontal lifts, less than 9 inches in thickness, and uniformly compacted to the same criteria. If filling is suspended and the subgrade becomes desiccated or rutted, it should be reworked prior to placement of a subsequent lift. As noted in Geotechnical Characterization, fill materials were present in boring P-1 to a depth of about 6 feet. The fills contained sand and limestone fragments. The possibility of deeper fills at this site and under compacted zones of soil or debris within the fill materials exists. Under compacted zones and debris could lead to unacceptable settlements of pavements. Excavating the fills and replacing them in a controlled manner is the most positive method of controlling settlement. Proof rolling, as discussed in the Site Preparation section, can be considered in lieu of complete removal of the fill in pavement areas provided the risk of pavement settlement and cracking can be tolerated. Proof rolling is intended to represent a reasonable approach for treatment of fill; however, it will not eliminate the risk of unexpected movements in some areas. Compaction Requirement Recommendations for compaction are presented in the following table. We recommend that engineered fill be tested for moisture content and compaction during placement. Should the results of the in -place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. ITEM DESCRIPTION Subgrade preparation to receive fill Maximum lift thickness General site fills and lime treated subgrades Lime/Sulfate Induced Heave Surface scarified to a minimum depth of 8 inches 9 inches or less loose lift thickness A minimum of 95% maximum standard Proctor dry density (ASTM D698) in the range of -1 to +4 percentage points of optimum moisture content Sulfate tests performed at the time of our investigation indicated sulfates less than 1000 ppm. When the sulfate concentrations are less than 3,000 ppm, the subgrade soils are considered to be suitable for lime treatment in the conventional manner using a single lime application. Imported Responsive ■ Resourceful ■ Reliable 4 Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 1 ferracon GeoReport. fill material should be tested for soluble sulfate to evaluate the suitability of soils for lime stabilization. Pavement Subgrade Preparation Subgrade materials encountered consisted of mostly clay soils. These soils are subject to loss of support with the moisture increases that can occur beneath paving. The clay soils react with hydrated lime, which serves to improve and maintain their support value. Lime treatment is recommended beneath pavement sections. Based on our laboratory tests, we recommend that a minimum of 8 percent lime by dry weight be used (49 pounds of lime per square yards of treated area) to treat the subgrade soils at this site. The lime should be thoroughly mixed and blended with the top 8 inches of the subgrade (TxDOT Item 260). The lime modified subgrade should be uniformly compacted as discussed in section Compaction Requirements. Pavement subgrades should be protected from traffic or ponding water. They should be moist cured until the pavement is placed. Site grading is generally accomplished early in the construction phase. However, as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. Support characteristics of subgrade for pavement design do not account for shrink/swell movements of an expansive clay subgrade, such as soils encountered on this project. Thus, the pavement may be adequate from a structural standpoint, yet still experience cracking and deformation due to shrink/swell related movement of the subgrade. At the time of our field operations on September 27, 2021, the overburden soils were mostly at dry state. Based on the Plasticity Index (PI) of the soils, the potential vertical rise (PVR) of the site soils is estimated to be on the order of 5 to 6 inches. The PVR is estimated utilizing the TxDOT method TEX-124-E and based on dry soil conditions. Pavement Design Parameters Pavement design for this project is based on procedures outlined by AASHTO for concrete paved roads and pavement design parameters prescribed by the City of Fort Worth's Pavement Design Manual (dated January 29, 2015). The following input parameters were used in the pavement section analysis for a commercial connector road. Responsive ■ Resourceful ■ Reliable 5 Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 1 ferracon GeoReport. Input Parameters for Commercial Connector Roads Value Annual ESALs / Total ESALs 300,000 / 13,170,000 Growth factor 2.5% Design life 30 years Initial serviceability, Po 4.5 Terminal serviceability, Pt 2.5 Reliability, R 90% Overall standard deviation, So 0.39 Load transfer ("J" factor) 3.0 Drainage coefficient 1.0 Modulus of elasticity of concrete 4,000 ksi Modulus of rupture of concrete 620 psi Modulus of reaction of subgrade soil 200 pci If the pavements are subject to heavier loading and higher traffic counts than the assumed values, this office should be notified and provided with the information, so that we may review these pavement sections and make revisions if necessary. Roadway Pavement Sections Pavement sections were calculated using the AASHTO 1993 design method for the assumptions and design parameters discussed above. A pavement section is presented for a commercial connector road that consists of Portland cement concrete supported on a lime modified subgrade. Commercial Connector Road Pavement section Thickness (inch) Portland cement concrete 10 Lime modified subgrade, TxDOT Item 260 8 Total pavement thickness 18 The concrete should have a minimum 28-day compressive strength of 4,000 psi and a modulus of rupture of 620 psi. It should contain a minimum of 4.5 ± 1.5 percent entrained air. Responsive ■ Resourceful ■ Reliable 6 Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 Pavement Joints 1 ferracon GeoReport. The following is recommended for the concrete pavement section provided in the report. Refer to City of Fort Worth Pavement Design Manual and ACI 330 for additional information. Design Parameter Recommendation Maximum Joint Spacing Distributed (Thermal) Steel Minimum Dowel size 15 feet each way N° 4, Grade 60 reinforcing steel each -way It is imperative that the distributed in the pavement cross section. bars at 18 inches on -center - steel be positioned accurately Dowel Spacing In accordance with the latest City Pavement Detail Sheets Dowel Length 1. In general accordance with ACI 330, Table 3.5 Spacing Between joints. 2. In general accordance with the City of Fort Worth's Pavement Design Manual dated January 29, 2015, Table 4.1 Pavement Reinforcement. Dowel bars should be provided across all joints. All joints should be constructed per ACI or city specifications. The pavement joints should be properly maintained throughout the life of the pavement. GENERAL COMMENTS Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration. Natural variations will occur between exploration point locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide observation and testing services during pertinent construction phases. If variations appear, we can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on -site, we should be immediately notified so that we can provide evaluation and supplemental recommendations. Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Responsive ■ Resourceful ■ Reliable 7 Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 1ferracon GeoReport Our services and any correspondence or collaboration through this system are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no third -party beneficiaries intended. Any third -party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client, and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly impact excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirements/design are the responsibility of others. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. Responsive ■ Resourceful ■ Reliable 8 FIGURES Contents: GeoModel Lime Series Proctor — w/ Lime CBR — w/ Lime Note: All attachments are one page unless noted above. Responsive ■ Resourceful ■ Reliable ELEVATION (MSL) (feet) GEOMODEL Beach Street - South of SH 170 Terracon Project No. 95215167 07V. 688 686 684 682 680 678 676 674 672 670 668 Fort Worth, Texas P-2 P-1 2 P-3 2 1rerracon GeoReport D R P-4 2 10 110 �10 �10 This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions. ® Fat Clay ELean Clay Model Layer Layer Name General Description 1 Fill 2 Clay Fat Clay (CH) with limestone fragments and sand, dark gray Fat Clay (CH) and Lean Clay (CL), dark gray, gray and tan LEGEND NOTES: Layering shown on this figure has been developed by the geotechnical engineer for purposes of modeling the subsurface conditions as required for the subsequent geotechnical engineering for this project. Numbers adjacent to soil column indicate depth below ground surface. Lime Vs PI 50 45 40 35 v 30 c 25 u 4J 1) a 20 15 i 10 5 0 0 2 4 6 8 10 12 Lime Responsive ■ Resourceful ■ Reliable DRY UNIT WEIGHT pci) 00 8B 86 87 85 85 84 83 82 81 on Fort Worth. Tarrant County, Texas 23 24 25 25 27 22 29 30 31 32 33 34 35 36 MOISTURE CONTENT (%) a MA%. DRY UNIT WEIGNTfOPTIMUM MOISTURE CONTENT o DATA POINTS — — - ZERO AIR VOIDS BORING: Bulk Sample DEPTH: 0-2' SAMPLE DESCRIPTION: Dark Brown Clay with 8% lime LABORATORY PROPERTIES Liquid Limit: 43 % Plastic Limit: 34 % Plasticity Index.: 9 STANDARD PROCTOR RESULTS Optimium Moisture Content: 213_7 % Maximum Dry Density: a5_8 paf Test Method_ ASTM D-6 8, Method A Zero air voids far specific gravity of 27 Responsive • Resourceful • Reliable 1000 900 800 700 000 500 400 300 200 100 son Fort Worth. Tai - Dry density = 7211 pof dry density = 828 pcf - Dry density = 88.7 pcf a� • a 0.000 0.05D 0.100 0.150 TEST INFORMATION BORING: Bulk Sample DEPTH: 0-Z SAMPLE DESCRIPTION: Dark Drown Clay with 8% line TRIAL: Composite Curve Surcharge Load: 10 Ibs LABORATORY PROPERTIES Liquid Limit: 43 % Plastic Limit: 34 % Plasticity Index: 9 Test Method ASTM D 1383-99 r r 0.200 0250 0,300 0.350 0_400 14E0 0.500 PENETRATION [n) CM RESULTS Sample molded at 72.9 pcf {dry density} Sample molded at 32.8 pcf {dry density} Sample molded at 89.7 pcf {dry density} Estimated CBR fc 95% of standard proctor dry density 6.3 16.0 31.3 16 Responsive • Resourceful • Reliable ATTACHMENTS Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 _ Terracon Project No. 95215167 EXPLORATION AND TESTING PROCEDURES Field Exploration 1 Terracon GeoReport. Number of Borings Boring Depth (feet) Location 5 10 Planned roadway Boring Layout and Elevations: Unless otherwise noted, Terracon personnel provided the boring layout. Coordinates and elevations were provided by Peloton Land Solutions. Subsurface Exploration Procedures: We advanced the borings with a truck -mounted, rotary drill rig using continuous flight augers (solid -stem and/or hollow -stem as necessary depending on soil conditions). Soil samples were obtained using thin -walled tube and split -spoon sampling procedures. In the thin -walled tube sampling procedure, a thin -walled tube is pushed hydraulically into the soil to obtain a relatively undisturbed sample. In the split -barrel sampling procedure, a split -barrel sampling spoon is driven into the ground. The load -carrying capacity of bedrock was evaluated in place by the Texas Department of Transportation (TxDOT) cone penetration test. The samples were placed in appropriate containers, taken to our laboratory for testing, and classified under the direction of a geotechnical engineer. In addition, we observed and recorded groundwater levels during drilling and sampling. For safety purposes, all borings are backfilled with auger cuttings after their completion. Our exploration team prepared field boring logs as part of the standard drilling operations. These field logs include visual classifications of the materials encountered during drilling and our interpretation of the subsurface conditions between samples. Final boring logs are prepared from the field logs. The final boring logs represent the geotechnical engineer's interpretation of the field logs and include modifications based on observations and tests of the samples in our laboratory. Laboratory Testing The project engineer reviewed the field data and assigned laboratory tests to understand the engineering properties of the various soil and rock strata, as necessary, for this project. Procedural standards noted below are for reference to methodology in general. In some cases, variations to methods were applied because of local practice or professional judgment. Standards noted below include reference to other, related standards. Such references are not necessarily applicable to describe the specific test performed. Water (Moisture) Content of Soil Liquid Limit, Plastic Limit, and Plasticity Index of Soils Unconfined Compressive Strength of Cohesive Soils Material Finer than 75-pm (No. 200) Sieve • Soil Lime Testing Responsive • Resourceful • Reliable EXPLORATION AND TESTING PROCEDURES 1 of 2 Geotechnical Engineering Report Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 California Bearing Ratio Moisture Density Relationship Soluble Sulfates 1 ferracon GeoReport. Selected soils samples are also tested for soluble sulfates. The results of these tests are presented in the tables below. SUMMARY OF SOLUBLE SULFATES TESTS Boring No. Depth (ft) Soluble Sulfates (ppm) P-1 0-2 <100 P-2 2-4 <100 P-3 2-4 <100 P-4 2-4 <100 P-5 0-2 <100 Responsive ■ Resourceful ■ Reliable EXPLORATION AND TESTING PROCEDURES 2 of 2 SITE LOCATION AND EXPLORATION PLANS Contents: Site Location Plan Exploration Plan Note: All attachments are one page unless noted above. Responsive ■ Resourceful ■ Reliable Waterf.111.1111 SITE LOCATIOr Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 li . 't 1,.. • . - 1.. . .1.... .. _ gi.. ••••un ... 1. A E.,. . ...... .•IN Eari.Fernan% 4p.... impsatat.Z4ari ng+eb.cr.i ea._ . or. • 6 ' T dm. 1 • „," : ow, 1 i 11. 'DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES lierracon GeoReport Sapphire 5114 IVerdearmill. 0:1 Pahl m•DrrillbD ,ee,I.Df [Ale cf. C to 41:1-5 .Ccicok Historic Terracon Project MAP PROVIDED BY MICROSOFT BING MAPS EXPLORATIfN PI AN Beach Street Extension Fort Worth, Tarrant County, Texas October 25, 2021 Terracon Project No. 95215167 'DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES 1Ferracon GeoReport MAP PROVIDED BY MICROSOFT BING MAPS EXPLORATION RESULTS Contents: Boring Logs (P-1 through P-5) Note: All attachments are one page unless noted above. THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG -NO WELL 95215167 BEACH BORING LOG NO. P-1 PROJECT: Beach Street - South of SH 170 SITE: MODEL LAYER GRAPHIC LOG 3405 Alliance Gateway Freeway Fort Worth, Texas LOCATION See Exploration Plan Latitude: 32.970516° Longitude: -97.286599° DEPTH FILL - FAT CLAY (CHI, with limestone fragments and sand, dark gray, very stiff to hard FAT CLAY (CH), tan and gray, hard LEAN CLAY (CL), with limestone fragments, tan, hard Boring Terminated at 10 Feet CLIENT: Hillwood Alliance Services LLC Fort Worth, Texas 5- 10 SAMPLE TYPE Page 1 of 1 ATTERBERG LIMITS w▪ I w >i IYi_ • zg w Ct w m Z -W zLL-PL-PI —cc w o_iv g OU 0� 0 0) <n o STRENGTH TEST 1 4.5+ (HP) 14.6 66-23-43 4.5+ (HP) PERCENT FINES 14.5 83 4.5+ (HP) UC 3.88 4 21.7 105 4.5+ (HP) 4.5+ (HP) 17.9 41-16-25 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Push Tube Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS No water encountered during drilling Dry upon completion of drilling See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See upporting Information for explanation of symbols and abbreviations. Ground surface elevation provided by Peloton I anti 4nlntinnc lrerracon 2501 E Loop 820 N Fort Worth, TX Notes: Ground surface elevation provided by Peloton Land Solutions Boring Started: 09-27-2021 Boring Completed: 09-27-2021 Drill Rig: Truck Driller: StrataBore Project No.: 95215167 THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG -NO WELL 95215167 BEACH STRE BORING LOG NO. P-2 PROJECT: Beach Street - South of SH 170 SITE: MODEL LAYER GRAPHIC LOG 3405 Alliance Gateway Freeway Fort Worth, Texas LOCATION See Exploration Plan Latitude: 32.969504° Longitude: -97.286091 ° DEPTH FAT CLAY (CH), dark gray to gray, hard 6.0 10.0 FAT CLAY (CH), tan and gray, very stiff to hard Boring Terminated at 10 Feet CLIENT: Hillwood Alliance Services LLC Fort Worth, Texas 5- 10 SAMPLE TYPE F J Du) Jrn ww Uw STRENGTH TEST TEST TYPE Page 1 of 1 ATTERBERG t LIMITS a NH o WZ jl— a1 W 0 0w o(n N U 4.5+ (HP) 17.7 4.5+ (HP) LL-PL-PI 18.9 71-25-46 4.5+ (HP) 21.4 4.5+ (HP) UC 2.29 1.1 23.0 102 4.5+ (HP) 24.8 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Push Tube Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS No water encountered during drilling Dry upon completion of drilling See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See upporting Information for explanation of symbols and abbreviations. Ground surface elevation provided by Peloton I and Rnlntinnc lrerracon 2501 E Loop 820 N Fort Worth, TX Notes: Ground surface elevation provided by Peloton Land Solutions PERCENT FINES Boring Started: 09-27-2021 Boring Completed: 09-27-2021 Drill Rig: Truck Driller: StrataBore Project No.: 95215167 THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG -NO WELL 95215167 BEACH STRE BORING LOG NO. P-3 PROJECT: Beach Street - South of SH 170 SITE: MODEL LAYER GRAPHIC LOG 3405 Alliance Gateway Freeway Fort Worth, Texas LOCATION See Exploration Plan Latitude: 32.968452° Longitude: -97.285722° DEPTH FAT CLAY (CH), dark gray, hard 6.0 10.0 FAT CLAY (CH), tan, hard Boring Terminated at 10 Feet CLIENT: Hillwood Alliance Services LLC Fort Worth, Texas 5- 10 SAMPLE TYPE F J Du) Jrn ww Uw STRENGTH TEST TEST TYPE Page 1 of 1 ATTERBERG t LIMITS a NH o WZ jl— a� 0w o(n N 0 4.5+ (HP) 18.0 4.5+ (HP) 19.9 4.5+ (HP) LL-PL-PI PERCENT FINES 21.9 73-26-47 96 4.5+ (HP) 22.3 4.5+ (HP) 19.6 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Push Tube Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS No water encountered during drilling Dry upon completion of drilling See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See upporting Information for explanation of symbols and abbreviations. Ground surface elevation provided by Peloton I and Rnlntinnc lrerracon 2501 E Loop 820 N Fort Worth, TX Notes: Ground surface elevation provided by Peloton Land Solutions Boring Started: 09-27-2021 Boring Completed: 09-27-2021 Drill Rig: Truck Driller: StrataBore Project No.: 95215167 THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG -NO WELL 95215167 BEACH STREET - SO.GPJ TERRACON_DATATEMPLATE.GDT 10/13/21 BORING LOG NO. P-4 PROJECT: Beach Street - South of SH 170 SITE: MODEL LAYER GRAPHIC LOG 3405 Alliance Gateway Freeway Fort Worth, Texas LOCATION See E,,_ Latitude: 32.967364° Longitude: -97.285539° DEPTH FAT CLAY (CH), dark gray, hard 2.0 8.0 10.0 FAT CLAY (CH), gray, hard FAT CLAY (CH), tan and gray, hard Boring Terminated at 10 Feet CLIENT: Hillwood Alliance Services LLC Fort Worth, Texas _1co wz Li JO <m 0 5- 10 SAMPLE TYPE W u) W w 4.5+ (HP) STRENGTH TEST TEST TYPE o a >x o w~ z" ¢ Lu 0 anz zy C W 0o(0 N 0 U 18.2 Page 1 of 1 ATTERBERG LIMITS w LL-PL-PI 4.5+ (HP) UC 10.08 5 18.7 111 81-29-52 4.5+ (HP) 20.8 4.5+ (HP) 20.0 4.5+ (HP) 21.7 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Push Tube Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS No water encountered during drilling Dry upon completion of drilling See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See upporting Information for explanation of symbols and abbreviations. Ground surface elevation provided by Peloton I and Snlntinns lrerracon 2501 E Loop 820 N Fort Worth, TX Notes: Ground surface elevation provided by Peloton Land Solutions Boring Started: 09-27-2021 Drill Rig: Truck Project No.: 95215167 PERCENT FI Boring Completed: 09-27-2021 Driller: StrataBore THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG -NO WELL 95215167 BEACH STRE BORING LOG NO. P-5 PROJECT: Beach Street - South of SH 170 SITE: MODEL LAYER GRAPHIC LOG 3405 Alliance Gateway Freeway Fort Worth, Texas LOCATION See Exploration Plan Latitude: 32.966275° Longitude: -97.285357° DEPTH FAT CLAY (CH), dark gray to gray, hard 0.0 Boring Terminated at 10 Feet CLIENT: Hillwood Alliance Services LLC Fort Worth, Texas 5- 10 SAMPLE TYPE F J Jrn ww STRENGTH TEST TEST TYPE Page 1 of 1 ATTERBERG LIMITS t a col- Wz zF CO 0 0_ ix 0 pw o(n N U LL-PL-PI 4.5+ (HP) 17.4 68-23-45 PERCENT FINES 4.5+ (HP) UC 18.0 95 4.5+ (HP) 20.3 4.5+ (HP) 18.8 72-26-46 4.5+ (HP) 18.0 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Push Tube Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS No water encountered during drilling Dry upon completion of drilling See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See upporting Information for explanation of symbols and abbreviations. Ground surface elevation provided by Peloton I and Rnlntinnc lrerracon 2501 E Loop 820 N Fort Worth, TX Notes: Ground surface elevation provided by Peloton Land Solutions Boring Started: 09-27-2021 Boring Completed: 09-27-2021 Drill Rig: Truck Driller: StrataBore Project No.: 95215167 SUPPORTING INFORMATION Contents: Unified Soil Classification System General Notes to Log Terms Note: All attachments are one page unless noted above. UNIFIED SOIL CLASSIFICATION SYSTEM 1 [erracon GeoReport Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Soil Classification Group Symbol Group Name B Coarse -Grained Soils: More than 50% retained on No. 200 sieve Fine -Grained Soils: 50% or more passes the No. 200 sieve Highly organic soils: Gravels: More than 50% of coarse fraction retained on No. 4 sieve Sands: 50% or more of coarse fraction passes No. 4 sieve Silts and Clays: Liquid limit less than 50 Silts and Clays: Liquid limit 50 or more Clean Gravels: Less than 5% fines c Gravels with Fines: More than 12% fines c Clean Sands: Less than 5% fines Sands with Fines: More than 12% fines Cu>_4and 1<Cc<3E Cu < 4 and/or [Cc<1 or Cc>3.0] Fines classify as ML or MH Fines classify as CL or CH Cu>_6and 1<Cc<3 Cu < 6 and/or [Cc<1 or Cc>3.0] Fines classify as ML or MH Fines classify as CL or CH PI > 7 and plots on or above "A" PI < 4 or plots below "A" line Liquid limit - oven dried < 0.75 Liquid limit - not dried PI plots on or above "A" line PI plots below "A" line Liquid limit - oven dried Liquid limit - not dried Primarily organic matter, dark in color, and organic odor Inorganic: Organic: Inorganic: Organic: Based on the material passing the 3-inch (75-mm) sieve. If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay. (D30 )2 Cu = D60/D10 Cc = D10 x D60 F If soil contains >_ 15% sand, add "with sand" to group name. G If fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. 60 For classification of fine-grained soils and fine-grained fraction 50 —of coarse -grained soils Equation of "A" - line Horizontal at PI=4 to LL=25.5. 40 — then PI=0.73 (LL-20) Equation of "U" - line Vertical at LL=16 to PI=7, 30 — then PI=0.9 (LL-8) PLASTICITY INDEX (PI) 20 10 7 -- 4 0 0 CL - ML ML or OL 10 16 20 30 40 < 0.75 GW GP GM GC SW SP SM Well -graded gravel F Poorly graded gravel Silty gravel F, G, H Clayey gravel F, G, H Well -graded sand Poorly graded sand Silty sand G, H, 1 SC Clayey sand G, H, CL Lean clay K, L, M ML Silt K, L, M Organic clay K, L, M, N Organic silt K, L, M, o Fat clay K, L, M Elastic Silt K, L, M Organic clay K, L, M, P Organic silt K, L, M, o PT Peat OL CH MH OH If fines are organic, add "with organic fines" to group name. ' If soil contains >_ 15% gravel, add "with gravel" to group name. If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. PI >_ 4 and plots on or above "A" line. PI < 4 or plots below "A" line. PI plots on or above "A" line. PI plots below "A" line. MH or OH 50 60 70 80 90 100 110 LIQUID LIMIT (LL) GENERA! ^lOTES TO LOG TERMS 1 [erracon GeoReport. SAMPLING WATER LEVEL FIELD TESTS Ange RcckCora Grab 'Shelby l Sample Tube M S tandard Texas Cone Peneualion Penevorreie Teel r ✓ Water Initially Encountered • Water Level After a Specified Period of Time Water Level After a Specified Period of Time Water levels indicated on the soil boring logs are the levels measured in the borehole at the times indicated. Groundwater level variations will occur over time. In low permeability soils, accurate determination for groundwater levels is not possible with short term water level observations. (HP) (T) (DCP) UC (PID) (OVA) Standard Penetration Test Resistance (Blows/Ft) Hand Penetrometer Torvane Dynamic Cone Penetrometer Unconfined Compressive Strength Photo -Ionization Detector Organic Vapor Analyzer DESCRIPTIVE SOIL CLASSIFICATION Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel, or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse - grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. STRENGTH TERMS RELATIVE DENSITY OF COARSE -GRAINED SOILS (More than 50% retained on No. 200 sieve.) Density determined by Standard Penetration Resistance CONSISTENCY OF FINE-GRAINED SOILS (50% or more passing the No. 200 sieve.) Consistency determined by laboratory shear strength testing, field visual -manual procedures or standard penetration resistance Descriptive Term (Density) Very Loose Loose Medium Dense Dense Very Dense Standard Penetration or N-value Blows/Ft. 0-3 4-9 10-29 30 — 50 >50 Descriptive Term Unconfined Compressive Strength (Consistency) Qu, (tsf) Very Soft Soft Medium Stiff Stiff Very Stiff Hard Less than 0.25 0.25 to 0.5 0.5 to 1.00 1.00 to 2.00 2.00 to 4.00 >4.00 Standard Penetration or N-value Blows/Ft. 0-1 2-4 4-8 8-15 15-30 >30 RELATIVE PROPORT ONS OF SAND AND GRAVEL RELATIVE PROPORTIONS OF FINES Descriptive Term(s) of other constituents Percent of Dry Weight Descriptive Term(s) of Percent of other constituents Dry Weight Trace With Modifier <15 15-29 >30 Trace With Modifier <5 5-12 >12 GRAIN SIZE TERMINOLOGY PLASTICITY )ESCRIPTION Major Component of Sample Particle Size Term Plasticity Index Boulders Cobbles Gravel Sand Silt or Clay Over 12 in. (300 mm) 12 in. to 3 in. (300 mm to 75 mm) 3 in. to #4 sieve (75mm to 4.75mm) #4 to #200 sieve (4.75mm to 0.075mm) Passing #200 sieve (0.075mm) Non -plastic Low Medium High 0 1-10 11 — 30 >30 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised July 1, 2011 THE CITY OF FORT WORTH , ' TEXAS WATER DEPARTMENT X-9416 F-416 PASE I -WATER DISTRIBUTION SYSTEM NO RT HSIDE II PRESSURE PLANE BOB BOLEN MAYOR DOUGLAS HARMAN CITY MANAGER R.A. Mc KINNEY ASS'T. CITY MANAGER DEVELOPER PEROT INVESTMENT PARTNERS LIMITED 12377 MERIT DRIVE SUITE 1600 DALLAS, TEXAS, 75251 (214) 788-3000 TO SERVE FORT WORTH ALLIANCE AIRPORT TRANSMISSION MAIN CONTRACT 2 SALT NOP O[SOIOTIOA COM 0001401 LIMITS 4[AIl1 ur6ar: T9MAI55100 MITI. STA. 1I9.O0 TO STA. 162.00 TRANSMISSION 010. STA. 1E40 10 STA. 355•00 40SMISSITO 410 RAR A10 10100133: STA. 139.00 TO STA. 10.00 STA. ITT.00 10 STA. 133.W S1A. 11340 TO STA. 163.00 STA. 163000 TO •TA. 1I5.00 STA. 12340 TO STA. 19T.00 S1A. 1YV0 TO STA. 101.00 STA. 19.0 TO STA. 200.00 STA. 2M.00 TO STA. 210.00 STA. 310•00 TO STA. 21.0 STA. 219.00 10 STA. 22650 STA. 22M00 TO Si.. 23T.0 STA. 233. W TO STA. 296. W STA. 246.00 TO 51A. 2SS.00 STA. 2SS.00 TO STA. 266.00 STA. 2M.W TO STA, in. ?MA. SHEETS sATrt4L..4 . 6.a .T TATAAa 711 .. va':74Vs 1988 CARTER & BURGESS INC LOCATION MAP ALVI010N 40.1 SMELT 19 r-20-69 6.T:. 1 REVISED AS IaU(0J 1 yry `-^o I IC``HAR w SA EY.P•E. WATtR DEPARTMENT DIRECTOR GARY L. SANTERRE,P.E. TRANSPORTATION AND PUBLIC WORKS DIRECTOR WATER PROJ. NO. 83-014008-00 PUBLIC WORKS PLAN CODE 87025 - 4/6 , EMrC. BRADREIT5 2' PE _.gLg,41/ • G. DAL -AS WILLIAMS. P_ 0/•• 4 Mze , IMA SM,MTAfMALA, X-9416 8m 8 7 `TA, SI0 Nl .C!-IR FIAK • up. NAN ' CONTRACT I F 'nfr uw s a%— 610!'11 FR6$6OI6 x.r • 1 REVISED AS BUILT rP g-z. ac F-T- 4/6 1600• 0 1600' 3200' ARCO' 6A00' GRAMM CO TRACT IN AM NTRACT CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PHASE 1 - WATER DISTRIBUTION SYSTEM '. FORT WORTH A1.1.1ANC[ AIRPORT TR AN9Y1!SION Y11Y CONTRACT LIMITS ✓.� �wfiaW - _ e DOOR Fs AMOR OPNININ SCALA WOO- 9BB F-amm6 0 2 6F 2 :1 FUiu•� 1 11r 1 1 1 PDW.I• 1 DWNER THE PERM GROUP WATER LINE CURVE DATA Cu11R0.E Q I R T I L 1 -- 03•01'261 1100.0a 133.sr 1828.00' 1 I2 10. 13.35' 11194 50' 133,73' 1266.74' I I 3 23.31'03+11191.50' 24919' 1191 34' I OWNER THE PEROT GROUP I iEMPOfARY� I,BENCN MA f xo e ` 1r BENCH MARK \ NO12 \ ;\ -NOTES - I. SEE SHEET 4 FOP FITTINGS LIST. 2. SEE SHEET 21 FOR BAC F IL L •NO PAVEMENT EPAIR DETAIL. STA, 170493 19. PT STA_ 166101 85. PC 50' TEMP. 6A) CO223T. ESNT. N0. 30' UTIL. ESMT.(NO.61 STA 180E36.01.14T. STA 15T169 ST. PC. *NCR MARES5 yyEEO M •_' yJ �[ 15B0. N5T4LL 2• G it GO B. PIN •t LEASE G VACUUM VALVE VI/VAULT OWNER \0\ THE PE50T GROUP 5 L Ye c f T STAPIT154 RT 6 FLO2 m11,ZrL_ET, e 6•W.L. 6 w • OWNER ENE PERM CROP N FUTUEMRE ITV SYSTPI tA t 71 -GENERAL NOTES - I. Rim .: uel lEnv.::;Poll1eu.N TIE *Ill EMMET* ll CONTACT TIE FOUNDS AT LUST N .ES >st a . of Fort VMS NM t0 F2C.tVMIRO to EMS MU. Mtge Department .rw norofests. rGTMM 12141 4N-ERE 2. Applicable Reslgo. nulls sha I confirm w Pert E of the R 12141 111E-5E26 Mra Co M IrtlMtatieMr Meer NPrtwet fILEe NTIIITIES 11-I5II Projects; effect., July 1. 1978, MEN tnelatest r« aims. FIAT SDK µM WATERr. MERE 921.04•1 l No locations, elerAtions M a fro sting All es MOS to METIER SERVICE COMM ERODE* tn. City ant utility WESTERN iPAnroman Feoiitii:,uaM DMlsIM iii .ma snail tie MeoME am spnity o v*r"eefens eu6a5 [ENET.V. »2'a2 fe�etl nirle oW`«tarmnOo.U,".=•t • ffny 11 Infer. an pro.t owl Ic Allis," at all tins clielog resulting aPmNctip M«enRitMur :1 sHN ufliry9raatl. 4. Developer s surveyor to stake all control mine e as angle points, «ew W ties. etc.. pr er M nglool44 of S. construction. Ya wr envier. norisontal Olen Mr sieter lines Ms Ono min Specification rI. 'General ng .11 be constr.. le accordeve Ir. Fig. g, anal Secfor MM rwn[eEnotreet Mc.. awl 6. cinuuRR atinor .wits tw r4ylne G e lMG' If 11 ban. III satarfal mall f 55 percent Inwtor ref .int p, toying or • Sian of = el i`iaa aer F e 'RIa•IWI r_r 22 _'H. P•nu -LEGEND- MST. PROP WATER LINE BUTT ERELT VALVE --OfN- REACTION STOP RING t • RELEASE VALVE BLOW OFF VALVE OVER HEAD ELECTRIC GAS LINE LINDE835049U TELEPHONE FIRE HYDRANT BENCH YARN LOCATION EASEMENT --- CENTERLINE --� P AVEMENT -ASPHALT BORINGS HDTOTE Y 55??A Da LL R INSTAfA[fi0f! SHOP RING OlniER PI • He PUERSON STA 0041 ENO 30• WATp1 LINE TO TANK ASSEMBLY BULLHEAD NUTS,/TAP FOR SAMPLINGG OUTLET LUHING. STA. 14215855. TRARSMISSIOA n490 • STA NS0100. 30• WATER TE EIN 75 Afl TALL -36-a 30• 36•e 30' REDUCER 1-30• BUTTERFLY VALVE • VAULT A 13912885.PC.- STA ST. 139400. BEGIN . STA.• 136163. EMT. CONiN15 CONTRACT yp y 30eERE;EMT. �EEISO T. .Luc (CONTRACT 11 —8- -- 2. Me Contractor Ma .011e147y M tM tano-ucs ana net 4 s•MPe+R Yrp •alert mta wu x Tctio Nl belowof curb or r natural He.. r MIN. s lover. 10 an mu.. a.m... Noma construction enti oo ionroworilf RR. emel FUTURE SANE TY SITE •GEED IA4 a i3:ONNMCTI I;� FUTURE • ``\ 30• WATER NAIN TO TANK }/ DNTRAET Al i =ten mere. a• c E , i 04-1 : FE M 1 Nuv... _*41a5 NUILA i ATP 8-z-90 53 4-16 0 200 400 600 800 000 GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PHASE 1 - WATER DISTRIBUTION SYSTEM FORT OVERALL ORTHLAYOUT. 4LL14NCBSeN YAW •TTr. A. N• I N'Ho 7:‘riiraµ• t5t .E.«.F etinerrimCeSne NIe_EAIt ScALA Y4RCN ie4el a bHOOeo I ]wOF 22 ReCONMeraMO wu ••N FUTURE •[Q1- 1�W; by SHEET 17 4264 STA.2T3166. SO. W.L. INSTALL- 30'BUTTEBFLY VALVE B CONC. VAULT STA. 273184. 30.N.L..COMST REACTION STOP RING STA. 235185.48. Pl. rxcR o5v16 STA. 2.5.59 INSTALL [• FLANGE CUTLET 6'O.V.&cow Ofl SHEET 16 STA. 274 H30. END 30'W L.. COAST. THIS CONTRACT INSTALL 30. BULLHEAD I PLUG W/301' HARNESS ASSEMBLY W/BRASS NUTS B•6UNDFLAN® OUTLET An. TAP FOL r. 9Ay RING.T L O 3TI (Ta• Rf ].4 IVtL =a F I 0, )1 STA.271410 30•WL. STA0400 12•WL. INSTALL 12jRANGED OUTLET 12 6 V.6 GM i KELLER STA 0+55 12'11L. END LIME AND RUG • • w I /r, N •• 1 I jl` SHEET IS FITTINGS LIST L-ss•- .M•Tr ..If - Iw Ir.. n_lS 10 pM ralln ' .rMi1N. tar..Mr. 1M .1r 1 n •wwr•HrM rHrrf441. 11 - 1w.alnr.rll • nralr r1rMM d'•4r r.1•'a I n Nowt Aux ern .11 1/4. PArtvall.W a 1/M �•awa Iroralcallr• 1 .1• 1 iia••i.F4.4.441w'.: Ter a.P • STA.232120 INSTALL 2' COMB. AIR RELEASE & MMUS VACUUM VALVE W/VAULT STA. 222.19AT P.1 61ir0R0 • eKwelRi - HASLET ROAD 430 Sal OWNER MC KROT CROM SHEET IS STA 238436.55 PI. IRO' R.O.W. 11 .5M4 P e. n.Ta Y STA. 22N O I OR_rl5e 6•F1ANGE OUTLET KATHERIMO 6. OV STD BAL.aawaW N•EWER r1 ai.a STA 61313714. Pl. BR RAY SHEET 14 wWs 1 11884. ^•1e� FUTURE KELLER - HASLET ROAD z- A'Rowr. STA.262.29 INSTALL 6-FLANGED OUTLET SOB_-Fnt Il10NANt 6'G.V STO GLOW off SHEET 18 STA 25019763. PI. STA. 251150 INSTALL 2 COMB. AIR RELEASE A VACUUM VALVE W/VAULT • 14.1_11:11 COY SHEET 17 7 ,rl 301 U7R. nI .25520 ESMT. NO SHEET 13 SO• TEMP. COME ESMT NO. 6A TA_20 S F- 4 rP[: TIE cMOMrNG ROLL CMTAET 'IR FOLLOWING AT LEAST .• MOORS .1•Ta TO ELUATING IR THIS MOLL +ALL PfRLO19 UTILITIES OET STIR 85INTER IXPAANIST 5842 LIME STIR GS CS RVIY TENS ELECTRIC SERVICE EOM.. 0O5TNMSNIO SELL OVIIS11E cMrAR1 SNOOPS COILS EYY OIYISIM SNOOPS COALS T.E. I21O aN-z126 P 1 431.562• aii-1511 vaoo6 321-M81 136-2326 EYTE8w41-18421 'u M 98 )1-a3)1 WATER LINE CURVE DATA cu•VE N0. • 15 14• 22.18. 23. 2E5•• R T 1105;0' 15E.••' 1E114.80' E•[n' 60A10' 52a[i I CAUTION: USE EAT REME CAUTION WHEN E2CSVAT INA IN THE VICINITY OF MI [MUMS NATURAL 1448 LINE. CONTACT MR. STAN ROSS W/MO•IL. •• ORS. PRIGP TO Ex CAVATION. PHONE 1-1E1•(-Rr•-SSze � \ I Y L` CAUTION USE EYTREXE CAUTION WHEN WMRINO UNOEH I "O^•` O / MOM LCT T23 211E8MAO ELECTAA O ON I 5+ ' • CONTACT XER9 e B xOM6 KILN TO cDYrRLcrloN 1 ' -NOTE- FOR LEGEND AND GENERAL NOTES NO A66 ;TI. I' 441° "_Bn,i9?•H:xsrML SEE !MEET NO. ]. at"P � ♦ N pp" �JEExx��;jjGGN��ds,�t...L°.r � : o - tl: .�T RNESSFLUS ASSEMBLY W/BRSAMPLING 5 NUTS. O 6 BLIND FLANGED OUTLET W/2•TAP FOR FLUSHING dSTA 3F S TUBOU 9- COAST REACTION STOP RING SD• ` 9_t Lit STA 015?, 36' STUBOUT INSTALSLJ-- ''of"" _ "°15''� 1-36`8LLTTERFLT VALVE W051l V111LT O- _ER MM PENT CROP 5TA.196195 INSTALL BL000F7 W/VAULT STA 192150. 36• WATER MAIN \'3ij L . STA. 0100. 36' STUBOUT. INSTALL L \-36'.38' TEE . 7- I-36'. 30' REDUCER 192.58•• JS W0.6L • �T� � S1 a 1A6 66 PT Is:S •1 ,1€ STA. 16. 199.76, PC. BOG1 YARN 140.111 AtCN LINE ST T 132100 SEE SNEE 1 p'➢ B-L-90 0 ZOO 400 600 800 1000 GRAPHIC SALE IN FEET CITY OF'FORT WORTH. TEXAS WATER DEPARTMENT PHASE I - WATER DISTRIBUTION SYSTEM ORTH. TORT WORTH ALLIANCE AIRPORT TRANSMISSION YAWN MORALS LONg6TRAMYM•M011 WARE WILIWI1•• IS MIN VWIM .1,,/ wnR 8 U1E.E B5.M. MEOW. D.C. RACDMYEwzL: 0.516Xe60«••R I PT MARCH ISM. 63 aa00.O I 0 C • • F r157065g1 STA 13912E SS. PC. ST4I3910 BEGIN iMUCTON i NIS CORTR4CT REMOVE EXIST RW B COmECT TO EXIST 30'wl. FOR MORE INFOI A*AT0N AWAIT EXIST 30 w L SEE TRANSMISSION MAIN PLANS PROJECT NO. 09-014013 -00 (CONTACT I1I -fI� 4 AMS MO 10 400•3052 E c—. -- -. FUTURE PNAO./B CURBS WATER LINE PAVE DATA ;71 4 T 1 L 1 1 43. 01' a' In."... I 433.5 T 1 B28A0' STA M245B.55, 30' TRANSMISSION MAIN• STA0400, 30. w L. TO THE PROP TANN INSTALL 1 , 30' CONCENSRK EWCER le2r xl // I- "LVE $ WIDL \ M03D-IG09I /• CONCRETEV�I LLDGSINB - CREE%'- / BEA%H_ .. mow $3 NORTH -- -- \ 4 4 z. �• ,� FUTURE i ., so -T Mt B CURBS ^� / // FUTURE 9w` 1 p Ut 5t10lL -� ST4.I38+63.IX1fjT ' BUTTERFLY v4LvE LT ST413B+114 EXIST REACTION STOP RING SNOJEFULi*Wldl1 MANOR AMR EMI. EAST ASH EKiS i ALi VISTA ROAD • ♦ x0 w' W L TO TAN Camaro lama Cm+ 4 EOAiieNe4L-Iked�wi' -.tom, ¢,� Fes. ♦4 / 1 �Srt[ SEE 33*41* CT T♦MM 'T1TEIJ♦ :oN 's":19 t!RFi2Lj ICAs!1 111I1!!! t fI !E f1 11 !1! 1 ; �i iiIf Tilt iiir!1 1!j!!!!'!I s ,, ;1 ;,I; .T i ili 1=I, � 1! III; I ! 1 1 I 1 p i i re_ 1 ; 1 _ 1 1 i I ! I, 11 I i i! f I' 11f;i tynr a•-: FT-�r_41J i 1-' E 1 � � I I i 11 I; . CL B eA�CN IN( I/! I 1 1 I! 1 1 - - 1 r. I':I11 1 L — _ N1t . Op t41- fir iiiiiii i r - t i�Iji l :i . ' 139409 I i1 139+00 140+ ! i I ! L 1 1 141 + I 142#00 1 143 i • • NOTE: RN Cd12ti0ld 9NU I:1TLCT THE F0.LBIIM N 1E•S1 N NOSES 2ST0 TO 100383d4 d THIS NSA: GTE WNn FELLER UTILITIES SA VOITII EATEN AMA. S CSISTAa5 COP447 TLS ELECTRIC SERVICE CMAM TME515N E1CCMnASFRN did CALE 01E131011 MMdS CNIF T./. N NO.4 N NO.9 12141 044T24 1E141 04-MPS 11-ISIF IN-IOd 423-MM 1M-are 2M2'd MIT, N . O . CIR ON YATES MMNLE AT TO 0 MILL. CAST SIN O TIS1A Ado, 1.0 NILES WIN 0 TELLES H104 MAO (• RAATIO• NS` 322.STATION T114N11 LNIMN DISC IN CNCNu d TOP 4F HILL, • I.0001 SAATM 0 MILLER MUST Edo AO • SN' 1101 a ALA TISTA Ado ELEVATION • 332.10 FEET I. FA LE45N AND GESOIAL MOTES, 1EE SHIFT 1. 1. Fa FtiitX45, SIM SEE DIM 4. 1. FOR INC/SILL AM 2NEME21 REPAIR. SEE MET 21 4. A SINIMM 0 ONE RAIN SMALL AEMIN OPEN TO TANFIE AT ALL 2404. t. Fa DETAIL OF 1111111109 TACO AN VAULT, SU SKIT 20 0 40 40 120 Z 160 200 GRAPHIC SCALE IN FEET 73RY72D r r . TO wsTMNN— I M AS wLflO N,01rFA1®S= �I __SS l4,,,IY t11.00921-ZED. EOM: I tztg. 410CTEN u'A.P WA7�R LIME 7D SANI( SITE �361`WATER7LIE t H'G G ✓{ ! CITY OF FORT WORTH, TEXAS BJx-r - i --- -i •• WATER DEPARTMENT 1 — PHASE I - WATER DISTRIBUTION SYSTEM IMM I •Ti 710 MORTNOE R PRESSURE ANE 1: I E! I. I I! I ! i I PONE MONT I ALLIANCE NNPONT TNANSMISSION MAIN 1 I L5i2.0N271 yfILL-1111. ; 1 1 : I CONTRACT 1 ttttIti, STA 139+00 TO STA /47+00 II ! I 11 I : 1 1 i I! I I 1 T I URTER 3 BURGESS INC III ! I I I i i! 1 I ♦:,�IMup"I".MII„neS MWJe10N Ili i 1 1 I I I I I I l 1 , 1 i ^ . ^ 1✓ Ti °L4 • it F/%i.7 REe4N4EMdr. ••,oi1••,,• 1 i 1 1 _T. n Y # :, a BL.iIT / Ej 2T�,. /� OESIN ENOMEG :L ( F ! _ L f S 1 J) - I 1' IA.S. AR aw`MR MMMn NB Men 00 1 ,44j00 143+00 . - 149+00 147T 000: D.C. QQ ,Sb I .."'"-r'''''''''-' s-a♦m4 ° I S d 2 TA 720 SA 14T+ 31 1 STA116' RANGED OUTLET, IIS00YE5Tp5MT asp 570 6'MG4TE VALVE. 6' WATER LINE \`STA 1471E4 SIS.PT. \ l • 'T-' RCP FUTURE i� TA FYN, a CURB WATER LIME CURVE DAM 11,C11 CvR I I L I I rd 1 45.O0 I't 1100.00' 435r91. 6E600 FUTURE NORTH BEACH STREET - 147 a0 In b•I --Lttni --1.---__,-...,r55 ,W.m 4.1, oz.,. I 1 I • r•� DOR -fix r' == - FUTURE PVM'T. 9 CURBS-1 x•IE /FMCS LW* III• lil!!I 't'I0E '91 ' EACKF'_U .SCASE E1 1 . IIi I II 1 .1 : F 152400 !II IS �10i. I 1(1104100 11 lil MATCH LINE STA 155+00 155• A0 111 I'►1' 1 1 • • $� seu1F .1,. y tr 1 11111 NITER TO L0Al0f R OR 04 1 0Gm/Cl M 10.La11K AT LIST 4 xDKS ME 11141 435-2711 L[11 UTILITIES ITIII IS1-1511 RWC:Y11aT no-nw TAME MAO:.E3-wfi R4S ELECTRIC SEATIIT COMM, 55E-21241 SONn!fµ*RIISELL [NLLDIVISION MINE [Moon E 212I 2u.b 1 SVMtlIS CAM T.T. 131.4731 EM w. 11 Rn a a Iwn nwlx•n eT.. 1 IMn Az ex w. Ix r.l Iw MweleAiiiii"`Il::liie`.: `2oia «L MOTES: 1. FOR LRCM IIR EQYI HOSES, SEE DIET 1. 1. Eg ERIIUSS. LIST SIT SKIT 1. FOR SMARTIE MO PAVEMENT REPAIR, MI SKIT 11 0 40 90 120 160. ,200 • GRAPHIC SCALE IN 1: j ' I I I I' I• • I I L I If... - COMT11Y:x f CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PHASE I - WATER DISTRIBUTION SYSTEM 710 FORT FORTH "47.11 0 :190000RT000SYK610M YARN ' STA 147+00 TO STA 155+00 730 / AfcCAwnMSEO: a:car om .I S "-.'` Opj 6 �00 2 MATCH LINE STA 155.00 R R BLN01 wux xo 1a STA 1514-6961. PC. Owe FUTURE _NOR Ty_ gR41cR__STRze_ T FUTURE AVM, B CURBS STA 1S641! INSTALL 2. CON61NATION AIR ANO VACUUM RELEASE VALVE RE AULT PER F16. 16 a IT N r. 0 ' a1 1 fT B1➢.Zy _ yAA�— ��� / \5GR11.16 00 N.-SN 155.00 156+00 157+00I Owxf ITYPE IC9 on —a' BECSFILL 1,1 CASE'111 TT 156M00 : I ' 15900 • 5TA.160♦36 11,PT _ 0=`.l T 6 CUR63 • WATER LINE CURVE OATS l'1 I 10' 13' ]6- I IM6.50 I I3l T 3' I M6.11' I • ex! Y. Gamma 1 1 1 • 160600 161 I: 00 [ 162+00 163 00 L2JILT �rPl o-a—o9i: i TIE FOLLOWING AT LEAST a HMS ro EYCA.ARW a Tx1l LIE.. GTE NosII YELLEN UTILITIES uATER aYaTDER LOW STAR GAS COMET TCN TFEx1EEllESCE TELEPHONE CO MET NESTERS WIPE HMO. CAJLE 1.V. DIVISION m W. 16 Rxilraa N m. M tMt let[ of centnrllrc Stntiw ISS.9l� fl n�tlw � ]MM m W. t] in B i n "eMul[P tMP. IS let[ INI[ " <nn4rllrc Rx[iM t�66•NrcElx Nfxn: TD)N I. FOP LEGEND AND GENERAL NOTES, SEE BEET S. Z. ICH GS. LIST SEE SKIT 4. FEN SAC011N11 ASO ANAPEST SENNA, SEE SKIT AI 1 • , 710 40 60 120 160 200 PROFILE S6A6€= O 11 . ERT .I44 I ,1 20 CORTMALT CITY OF FORT �yWORTH, TEXAS ATER OIS C PHASE 1 — WBOT ON SYSTEM NONTISIDE it INGSSulle PLANE WORTH H &WANG AIRP011T TRANSMISSION MAIN STA 155000 TO STA 163.00 URTEn.nuM+:eR.GwiSJiroW o*a*PT ENGINEER <NAN11 A.s. a swNN WI I E' a. E.N. 7 c"ecxaD- 9.e. ••"c" 'A CA • . 11•Ise ai 710 0 FUTURE PNM'T 6 CURBS b uTtL 1.61 UX 1— I II I II WI I I I— •x14AE i =o Rol. • 0 I 700 2 J : ! i I 1 —I: 1� 163 a0 - - - 164400 NONxG MO R-S{ II: • I ! I ! I 188/00 I66+00 rnE PE / ... FUT>JRE TENPOIL•rT. No6TH ONST ESIxOY) `Act 1 a we ER WATER LINE CURVE DATA Imo] 1 2] S{'OY 11196 50• I N9TI9' STA.110993 19. PT 1M- ]TaA "*. PL MO-in \ II, 1 1 1 f' 1 i I i' ii II1f �1, ` I ! 1 rt 1_ 1 II ILL,; �: i 1- iI I 1. 1, ) It 9 •01 87400 18800 0 170 —P4 '7 O ".......Z....... \ $ DO e \ MY J \ / • L 1 691 36' al3CTp L Gaut) 11E FOAMING AT 1E131 O 00*3 5TEi1 re [NUNATING MIS` ARM n_ 1101111 SLIER 7a1 .711l`WW1 OEPMTNn L. STAR WS COWAN R4S ELECTRIC SERVICE COWART SOYTNNESTEGN BELL fELEPOIK CONRANT fSTfRN UNION. CARE DIVISION SNOWS COLE 1-V. TAl AHJT I11e1 1Ta-Sit; 731.1317 12 eaei 1J6-1R1 ENTERPRISE WOO fEU1 111 111 1I EM No. 16 Ir . mite in 21 Inch AuMMn1 t 91 INT left eI Ren Ilse .Otlee 155.95. Elevation: 136.56 9N Ne. II Railroad solto lavin 1 In0A f es Ito tree, if feet Iere of Restart. StatleatISA42. Ft mates: 207.24 KTES• 1. FOR ICEENO APO aERAI NOT[S, SEE LEST 1. 1. FOR FCITI110. 1133 SEE SIEET 1. S. Fa 11407133 WO PAVEMENT REPAIR, SEE MIT EI 0 40 60 120 160 200 TO cOPTRACT a CITY OF FORT WORTH. TEXAS WATER DEPARTMENT PHASE I - WATER DISTRIBUTION SYSTEM Non Trace E PLANE PORT MORTN ALLIANCE AIRPORTTRANSN IEEION NA144I STA 163*00 TO STA 173*00 m.o. Now Now nos ow Loam. wouNs. MAPATIPOt UESGN 04MEEM ocmcm CEMTIECARA. E. INa°s 11118I or6B0 ICON.: TEAS. ei o 8EM D.C. ut°.TE 6AN*nn00{p1 6 a rms. PEROT effIXII FUTURE NORT. fiE„.4CI-L STREET SUTURE PVtT 8 CUM -1 0•41S54 II —I - FUTURE P.M, 8 CURBS., PL-3. 0.7 prILT 101ASNIN WS, .• Ada. 71.1“.115 .011. SIXIS 0043211400 LOIS MS. GAS 7.1.4. SIMICI COSS111. SONIMESTINS ttl....104. SWAM ASION COIL( MISSION SIMMS SM.. 7... 1.116 l0.010 MO UMW. NEILS. ME MIT 3. S. TOE FITTINGS. LIET SEE MR 4. 3. FOR EMI/Mt SIM PAKIIIIIT En 51611 M 0 40 80 120 HO 200 GRAPHIC SCALE IN FEET ; : ; ITTF 'F1'il4;111; iii:; i11 7111;;1 1 i 11 1TI1 iIiIiI liiil I j1Jj .H..III . !I J1 '71,S-RVG4I-L10I-E4S_- ,11,1 1,1.11 it 11 II 1 !II II. i 1 . '11'11/1 :1:1 1 I-1--H!! 1I HIII, III 11 1 III fill !! :• ! ii! .ti!F I i -1- ,i II 11111!1,1ii rI.TE; ilii! EEE EE•Er ,EI !i, ii •Hi' .1 IL T E EEEEE El if . E ..EEEIEEEEE. EEE EE . EEE„: EE I, .:a8&',-E.1 ;I1• 1:, ,1. ,1;• 1 :,• _ II1i1•'1• 1 1 I 1 ;:.: 'k;1 f: 1; l,1 ii1. 71i.i 4 ,1i. -if 1•.: _.•_ , _.__ E• r:, .,.. 7- ,. ._1„ _1 _,;. .„I .,:, ; ! . ,E. 1. ,E -; 1.E:, - - -i ;1 --l 1, -.l.., ,;; _:!,..,-. 1E4s --,: 1-C1 ,,._ -- _! _i!,!.i 7: L:_ -PEHH 'f Ar 11i1,-i -41 it- ... .w 1,: -i 1 71jI !,1,11 ' -!!1. t 1;H:L I11 iE,1 11 ••_1117; !:! — 1 -', ! 1 ' I ;, ;l1 1iI 1 , ii .: ;1 i l i 1, ,,. ., „ , , , , , • , ' 1 !, , ;, ;, 1 r; 1 1 ; ! 1- II1I1i1,, 1,1, ;m'111,I ,E1 -:fM11l,1it1!,i1iI11• 1I11.1' 1 1.111111 111111I'I1; _1iFW,;I!iM1,;111l11 1;II111,,,,,Il11,, , 1-11HI111i„,;iI;.1;I.- ,„1IIi111,. 1i1I,,„i.1!i11;,i-1!i1!,!., WII!! t 1 1110 IiI"t,!I1I,-lfIirI11 - • -1i111W;1111'E1111ll1;!i1:1I i ;i i 11111 Ili !!!" • •1111 L ,,„ Ei 1! E Ifl.Ili 1 1 1 1 1 I. i; 1;; _1'. asomsaer • I Arsseit-4.0,4, 7 11.11_L!-11111ii 173 ROO 174 +00 170+00 /78 +00 177+00 178 +00 179+00 180+00 181+00 182+00 CITY OP KAT woRm, TEXAS WATER DEp&RTMENT 'PHASE 1- WATER DIgTRIBUTION SYSTEM NORTIMICIE s PRESSURE PLANE Gan 1 NOR TR ALLIANCE AIRPORT T ..... !mgr. pimp SiA 1T3100 TO STA 102.00 """." 11400mm01016: SummITEM omens EMS•MISI =0:T. 1...AS-,...et1"-"°°•• I 9512 agues: s.h. 37400.1 C 4 • • FIE/0.4401 690 STA.101+44 1S. F c. lo„ _ — e m �FUTIRE NWT 6/CURSE ..._�-- NORTN_ — FUTURE__— J s _- I (VO4 NM 501, T 1 TT1111 ':11!111 ITS ` f ! ! ! I ! ! i I€t! t11.lI i! I ! 680 OF W 670 €IIIIIi!! ITTETTITE iii !i II;I; WATER LINE CURVE DATE 111 IY 21'!r 112D6.1o' I axes' I ETAIEI+4E. OE. P. T. l EUTwiS�FT r.00x i,p.a11 / l� ir € €if: ! 'il i€{€t!€j [f:jI i Ftj r!€ 1 I j ! I t E 1 ++tt r!T! ; '�< bR° !el 4„: "Li 4E',.! (j{ E I i t 1 (rr {{ jI ! sli !!lIIlf €�+I fi €tf:#{! #€#i#I4f{_i II[II II. .IIII I I;' i ll( ff l i k!€I I : C 1 :€: {FF I !!:!1 1 !;Itl 11: !(!i iril H I i li li E I !1� {I!! !!!! 1! t� I _.. , . RH: i i i i 1 1 i t !Ii; I : 2 i: !! • i s 1;': i . ! ! ! E}JIr-;-�-RONNN S j i ! ! : f ! 1 1 i i i TT E — — 1 i!! !:: iii!:!! !1 I ! !!!i1!!il "II t 1 1! 1 1 i i 1, !!'-! !ifs Iii_I !!!!ilII)!I5 :E :-1i! !!!Ii!i!Ilkl t'Eii!1 €€ <:II!: €!!!i 1ilt!!2#..11°1I t.E11 182,00 . 183 00 184+00 185 1i Hil! I it HMI ,I III llF!; ! ! :l;l tili !Ei iiit iii!! ! f'it i€Ili !! t 1 tt{f 1 f. i ! Et ! tt � 1!p't€ T1.1I 186i1t0 187 F[ !ill : iiiili!!!f ii Elilll! i1�t1! II i ltEi il': . 88+00 li€E i ! !ii!li lE !Ili !{I €!1111 i Jill! Ef !liii i E i1 ! 1 ! i ! 1i I I! !E !tki!!lll :�!! tls t!I#.I 1.#11€!ii It! I{{ sl+0o eN�aO !90+00 lit F�-416 KNIT SRIR TO 10 corm K %a lu OSRSC1 OR 5LLL0.1.1 SE SEW SS MIS Hein SELLER UTILITIES MT WOUa MEET R.MTM(R LOUT ST« GS CO.ER ItiAS ES ELECTRIC RIIT!CE CeHWIR SOUTININESICYSRbI <OLSELL E DIVISONEION COMP SuwaS CMU E.E. NilESTET I. Ea ItQMO YO 4[lOAL NYE<S. RE SIRES 1. S. POE MUM, LIST SE[ SHUT S. EG 11CORl ll0 HAHTEUT SEPSIS, SEE MET SI 40 80 120 160 200 SCALE IN FEET `.:1� 1! 1 III !Iii.111 ilitit €€!1k 1!-1F!'i ft.!! I!t!! I ! l ' :/1.1 r � IIIIII .t 690 !/1 !` 1 680 • ! ! . 1111:11k 1-k i #'k (i li f COMER • CITY OF FORT WORTH: TEXAS WATER DEPARTMENT PHASE I - WATER DISTRIBUTION SYSTEM 670 F087 70676 ALLIANCR A1900111 TRANEISIEEION N414 STA 182+00 TO STA 191+00 /•1a/ .Ta uRCEss.«� Deflto Ia11WM�R11 .A.<n.;.I ES-a<ODE-O 110 w 2� o.c. 11 C S U.I.Ea..RT • STA 192+65 INSTALL I-30-9UTTERRi VALVE WITH T NOA6-00095 STA 192+50, 3C WATER NI1N. 55TA.0+00. 36• STUB OTT INSTALL: I-36'. SS' TEE REDUCES 192.65.Y CONC CONC. BLOCNINO CSMYS:La _s.0 0 SUTURE E awl _S ]0'}M 5 MA �N'IUAE��o h'hCP STA0+52. 36•STna OUT STALL 6 T V2LVECOY NC. VAULT ro36-00094/ fBM•END 3� STA O+. 941E Y NNMES;. . EEN11BP.7, W E. TAP 6 BLIND FLAK£' FOR SAMPLING WE. iLU5Nm0 STA 0+65. 36• STUB OUT COAST REACTOR STOP RING BE4CN NORTH I I �� _---ISo FUTURE AVM, 6 CVR9SL In0 1 GORING »o I iI i!'iill 1 ! ! 1 !! I I 1 i €I! ` • 610 660 • 191 .00 WP I t ! fI Ili. LL_ VTL ERN'T 1 1! 192 +00 111! TSAC SFILi. 9 089E 9E _17I7:.1. 1L .�.. C F' I 1-7 It ! t ! i .T7777 iL # !1! 1 [ i- .S 1_ I. I E E I si3 kI #, 1.#.1,•I t.• . 1E ' : i!! 1! 11: 011-1 14Tt R-Cilttl A a¢ ! .. .... I:. • 193+00 194+00 SS+00 196+00 197+00 198+00 SHA194♦45 I STALL 6' SLOW 0F1 Anti I B LT IRS nir motor --- o EET 9EN0111ANNNO5 N SO' TEMPORARY EST /1NOAA1 OINVEIr THE FEAOT RANI 3 HOTS• TN ONT04444 9Ull CRTALT TK FOAMIER AT 1EA0 44 POW EOM TO (COATING N TOE «O: GE Tit i>r-iTTi R (i1i1 FT-W4 KILLER OTIl1TES nm--IEu 7AA: D:S COPANI 1MO1 «T_L«'EEE6. OS KKOIC SERVICE COWART SI NNMESTERaSELL TEIEndE COWART Odn SE TNO ORTONil I ARLE OINISid Elilit.I M OOG CARE T.I. )T_eEEOE1 tI0 N. 10 SR I 1«4 NNI .1011E 1r C«0.11« ebt1N I sf.00. AF1«iTOn:� 6S5 4 s MO. 21 A mem ne ER A left or <«wllm iuT« 1 . 0na i` o:Eid.43 T« Wes' 1. FOR LEGEND ANO Malt L MOTES, SEE VICE, ]. 2. ,n 11K 1NLT.11.4 A+o LIST T ,it WEI T 0 40 60 120 GRAPHIC SCALE IN FEET PR01 441E _. 1 tili !, t • • .'� RIFT, t i F I t 1 t I I I ♦F� ! FRIAi r. 9 n» 199+00 . #A SAME4!! ! I- : 1 1 11 t!. : F •:!I, TH' I t ! i , J• :.}I WOIIWI r f t I 1 1 ' 1 C PHASE W�TAN§ ION SYSTEM f FLAKE FORT RO9TN ALLIANCE AIR90RT 200 675 1- # 663 14610E NANO' STA 191+00 TO STA 200+00 , usoinTerk I nved4N lIA...,L DRAWN: A.E. Aa awnT1Nao4a 9RET oAARNR. E.N. II oruwc .0.C. 444 ARce6 n44 63 4 4 • 414T9•4441 USE VITRO. CAUTION ww11111 ISOM. M O1 /- //-70.4.10 — \ \\ I SEW- NEAREST SENO nit poor 6.04. ION. FOOTING 6TA9lLINSTALL \ W \ INSTALL B0 •j_TEO 6_FLANGEO SUTTH{AW 6-V �gZ.COK LO V. 1 Ib•W TI NORrH BEACH—‘7— 6 9� � _FUTURE 926I2. 6 CURIA i -- 9n ��/`F4NPE r° i `• • 1 ///• // G / O ,... m412'42.E \ _ -1 -3301.. ESWIAMINE S.0 3o9 00. NOTE: IRE CONTRACTOR PALL CONTACT VIE FOLLOWING AT LEAST AS MOWS MIR ro EXCAVATING n Txls ARM 0 EEl ER UTILITIES FORT WREN EMIL KMIEC., LOW STAR 45 CREW TEXAS ELECTRIC SERVICE COWAN, OMSTERN REAL TELENOW CRIME WESTERN WIOE'YLE DIVISIOR 3041en_uii EF0-9W0 3.04111 33E-212A ENTERPRISE 9E00 f2101 TE7.E521 737-0731 Hit 1 I. rl t i 1 1 I i I- T} 1 r i"i I E. }I.1 k.k - I- 1}}k Ill÷!TI.. 1 i, } �• _.1 t E. 1, 1 I 1 I l l f ram" 1 1 : , I 1 620 7 .111 660 ` I •; 200 y00 STA 205.60 37. PT NEE: PWIFII E FOR LIMO AM GEWRAL NOTES. SEE MIT S. INC P(AOF -,-L1-, T I Ii III 11 '— . 1 1 t 1 i! 1 1 �I q ! �' tea✓ \i llifi1 l ! 1 It i , !ill 1 } I "• • I' '1!I } TON Flinn,. LIST SEE SKIT 4. I. FOR I,IC4ILL AND PAWNOR AMIE. SEE SKEET 21 L. A SUOMI a Off LAM Sall AMIN OPEN TO TWAT. AT All TINE'S'. i 1 1 1 1# f} € i I! 201+00 202+00 203+00 204+00 } i -%r! i i p ! } pc�F,fi_ �. f. 1 H±F € t11 } 1!1 ! t 1 (!!!! I: 206+00 206+00 207+00 1. { t{{#iE WATER LINE CURVE DATA 11F3} A R T L 1 23.2YT6 129N SD' 261 91 52528' MATCH LINE STA:210+00 Oill PIER souniwesA o TELE. 2I 0 OR 10. 10 USCKS q. V941 SEM 1921 ON SOYN SIDE a SELLER NSLET EDAO0 .S1• NST 3( uu VISTA Eau E r rieu - ol.0 FEST M 41. 11 • 0 • 21mE11114 9n OF . - 10•.]• E1 CILTERI . GN2.N O 0? N KM a 20101 Ku12T MAO ELEAT OWNER POVOTTOW. ONO z 0 40 80 120 160 2, 0 GRAPHIC SCALE IN FEET }fill i11.11.1.1 1a0-3Neil" _'' 111j 1IIi;f 11I -4rtr- ` 4 !•- F1l.XSl- €'}=1 ` 1 i r t 1 1 i'i t I ,} ! 11 f I Ii -,-ter-- =-i — :Erlt 11#€}€€€Il fi itr!! E s, !+.} 1iE 'I li'.� :ii !i.1 G I J_i i r i—t--L } -4 i! t 1 r ii }# ! 11,. 208+00 ti 209+00 210+00 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT 610 6E0 PHASE 1 - WATER DISTRIBUTION SYSTEM 650 lONTx1I13E II /TRESS.. PLANE IFORT WORT. ALLIANCE AIRPORTETRANSMISSIOO MAIM STA 200+00 TO STA 210000 . Mean „ nEC0n1IExDEW IcATE �Ti1ARc SNOW, lSR21 ERErr=2 I I20P 2Q n 660 ]NE REror GAO* STA 213132 IA. P. I. A O.SIC CO THE CONTRACTOR RIAU MMEDMTELY REPAIR OR FEMALE ANT DAMAGE TO PRNATE PROPERTY, INCLUDING OUT NOT LIMITED TO, FENCES, WALLS, PAVEMENT, AND WATERER. AND ATER.AND SEWER SERVICES AT NO COST TO THE OWN FUTURE KELLER - l HASLET ROAD UTURE PY R aROS a „ " ,t5 Nesw4Dh =400 IT{ Slism _ US •,Atm =WOE IL'W SS{ SEXIST - 2 -- •¢tee _ 1 Atet_ S sOrtNYR.TrteN KIt� ~ -- -------CRCP re.:477:\ FLIT. PAT OCURBS CAuTION GE2T :WITLLAF%aWNrN TGu YuvEaDAESO uNETS COATAET AIR STANRa NAN/A, NN PRONE I-121E1-/]9-aE2/ ONNEN -,—",-- { .,1D7 : 650 G• :WA %` '�� i CL' 1 �a - I1 .. ., i II # I II II ill1,1t I1l # f !III,' .. 1; :! II II I I li 4 690 '!` '#1 ilil I � �1 I# II II . t j I 14 11 . I 1 I 1j li I# Iit'll '• • 111 L ; 1 1 -! I jj I. I 1I Itl # #1 1#! E# ltlt !f EI: I [11 I:II # i!#. ' 211+00 212+00 213+00 WORK TO BE CONTAINED IN EXISTING ROW NO EASEMENT PRRADE0, OINVEN I TYPE 'C.1 OR'O. V g PAR 1 t ! k 1 I ! 1 i :II l i-lEeT1EEEYp1N1k � } I ! ! 'If AMEN BREWER, INCH .. 1 1 : ' I ' I 1 i f9 I 1 auFUh ?r< ! ! 2104b0 215+00 ! # { 1 ! I .I.F 11 216400 7 I FINC, NON 7 5 EXISTING <' MOBIL NATURAL GAS LINE 11 ` 218400 -511 : • F- C) Non: TIN 'RA TO �COli0Tv SML11. NOS MFA: KT TIE FOUNT. AT MOT NI NONE GO 12141 AM -ERE NM. 12141 .N-5En KELLER UTILITIES FEET woHN LATER M� TROIT Eli -01a TOM FIECTRICLONE ITAA GAS CSMICt COMMIT 1.232/1 SOIANKSTERX KILL TELEVNINNON COPAN ESTERFRLSE INN SWANS MU T.E. iHl F3)--m3E NOTES: I. FOR LEQn MO GENOA( EVES. SSE SKET 2. FOR FITTINGS. LIST SEE REV E. 3. FOR 9AEIOILL NR PARANA REPAIR. SEE SKET 21. O OL LAIR MALL AMAIN OPEN TO TRATIC AT ALL TIES. s ORALG ZATEVOCESsSARLL ARRAN ADsssIRE NNARs.IELIONS Aro K E. 10 NZ= AN.VML RESET 1911 OE SOWN SIDE 6 KELLER HASLET 11111v0T1OE - 01.521SOFiuEGADiN VISTA EGAD NA NO. 11 • [] • OrtFELiK ANTE EAWKL R . - 10149' NOS GRYOT. EAST OF MO KKK ROAD ON HILLER MAU RMO ELEVATION - M2.20 FEET _ 00 80 120 160 200 :1111 F•- !III!. III _1 !I: 1'1 GRAPHIC SCALE IN FEET 1 / ' i_1 41F E: I! 1 I CONTRACT I CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PHASE 1 - WATER DISTRIBUTION SYSTEM .. . ALLIANCE AIRPORT TI.MSMMESON NA10 STA 210.00 TO STA 219.00 --1 %uu,V. .BwVIH-15ml"„li '4'KGDMMNN122 NeaNN �,.. • .. 1M.PGN I I. « � I EN.ET 219+•• .. 0.C. 13 co aWCEI.P: o.c. 00)1 f TIRE CONTRACTOR SRAM. IMMEDIATELY REPAIR OR REMACE ANY DAMAGE TO PRIVATE PROPERTY. INCLUDING BUT NOT LIMITED TO. PEACES, WALLS. PAVEMENT. AND SR N. I/ WATER ANO SEVIER SERVICES AT NO COST TO TINE .NES CALMON. ';.311t5111;7111fIllTurraTIR"rArum".1LIZ1 CONTACT NA. STAN NOSS wRI MORT. ; PHONE 72.11;1;111'- -ler STA 221.41 INSTALL S• FLANGED OUTLET. 91111..09140206,1111EINL4NE L. GATE VALVE 11.1.0401/ " FUTURE KELLER - HASLET - --'" - - t73 I -- 11 AR 650 NOSING NO BENCH MARK NO.11 46" ,V0•• I (OPEN, STA .222 PISS, P 1. v Contr..; .11 Se permit. M Mese the K. I'.017/1.17:a1"';'11fleg.1rA lens as access to Arm. wives Is Rasntained mom et Mass ow mut.. A temwroy mweRae HMONS• caeamtv 1ar Pram. IA eumme tespermy .1.019 e1 /laws. EAST RNA 4" *" MEW.. CACI • ROAP. SI O. LI SCAMP NO. Slew. KNCHASIONA • 0 • EINTISLOR NOM WARIALL I - 10MS• US CAVEAT, US/ OF OLD WON ROAD ON [ELLE. NASUT ROAD ELEVATIOS • 6E2.10 NEU • 0 • TOP CONCRETE AI VOCE COM AT SOPTINIST CORM. INTERSECT. IP OLO DENTON ROAD AIN SELLER ARMLET RAM ELEUTMA • 614.9 FIR WORK TO BE CONTAINED I EBSTING ROW NO EASEMENT PROVIDED. IIIII!!!!1!1111111i11111!1T1,01•606414c07iti ''' •1111;111!!!" !i'!!•!!' BENTIRETIWIC4/1/ ; TTE.SE11-1— ;; ;t' .•;11STTRI;7; 1 111:111 ;:; 1-1111! !"!1;111,11H-71-Tr7.'"I 1,1!Wil! !WWII d;i1i • L..e-'7111 ! 1 ; 640 : 1 . ; ; ; • ! ! X . • . . - T4•'-- 30. W -. I, . ' - 7 - ! • : !. ' 1 7 ! 7 , Y- .. .. . ; - !ONO 'ELAND. I I ; i I ;ROTE; TS CMITERC101 MuLL CMITACT FOL.. LT LUST 4 411113 IRMA TO ESCANATIOR IN MIS RAM CIE .IL 11g111:1111111A41 OFFRAMENT LONE STAR US CMS. YEAS ELECTRIC SERVICE COPP. 04E. SOUTHWESTERN TELE/SOU CORMS ENTRARISE WOO VESTURE UNION VOLE DIVISION 111E1 1E1.11 SNARLS ORLI T.V. 0.01 SLIT_FS: MAI OAP. 1110 04.1. 01407 LI-LT FOR USDA IMO CDIESAL SOWS, SEC SKIT 0. FOA FI0DISS. LIST SEE SIGET 4. FOR SACWILL AIN PAVEMENT AMNIA, SEI SKR EI A MINGRAt or ME 1.111E SHALL REMAIN OPEN TO TRIEFIC AT ALL TIMES. rxis.U.A:SarcESKSH=Er, ACCESS!. MOSTA 0 40 80 120 160 200 211,4 I; 1 ; :;! ; I ; -r-: GRAPHIC SCALE 1111111 !III IN FEET 1111111: . ! :!11 • ; ; ; • ; ; • - • r"; , ; 1 •••.741;!!!!!!! .4. 1 11111 4—,- 071_4-17E_ ! ; f I .. . ; ! • !. ;.,/rr 1 ! ; ; ; ; -a[;ii;;i; ; iii;;;;;• !!!!!!• ;;;: • • • ; : ; ; ; ; • ; . • • • . I : ' . ; 1.• ?it! r! I; ; I ! ! Fir ; ; ; ; . : ..... 11 I i ! I . . gt: ! • • • : . , . • 1 51 • • • • • • ; ; r-r-111 : I I • ;I •I!'!! !!! id/ 1T va.i. •1• 4 ! I ! ; OMITS. It CITY OF FORT WOFTTH, TEXAS WATER DEPARTMENT PHASE I - WATER DISTRIBUTION SYSTEM SORT.. PVIESOURN PLANS 08T 120819 A.I.LIARCE •187087 ...... 1•81011 MAIN STA 219+00 TO STA 228+00 /4-112ErIttaff,gli SUMAPTIVD. I06441: A.. DIACAND: D.C. INCOMIENDIES ouss FRNMANIR Sr4t.1. I)920lIi9: MUT We'N'CiriSes ‘; 4 G • F • Ftalo441 MATCH LINE STA 228*00 "A, OAxLtAS 4 INTELT REPLACE ANT DAMAGE TO 16,041 EPRE�OPERTT, INCLUDING°LUBUT NOT LIMITED TO, FENCES, WALLS, PAVEMENT, AND OTER MO SEWER SERVICES AT NO COST TO TEE NER. OWNER ENE PEROT GROUP USETEUTNE. OUTNI WHEN cormvoTreEm VN:INITTn FUTURE KELLER — HASLET ROAD E-<AP rdk S<Ilwt. — L FUTURE PwT B OJR0S� • 8965E A E m " '0'4.404 —axa. •OD 0T 0 14 /a 670 1!€ 1€ E! I ON r\ LTA- SBI 'FUTURE PVNrt. B CURBS ` XFr ONE ST FRAM OWNER LIMIER. CHAS 6. /STA 232+29 INSTALL 2• COMBINATION AIR AND VACUUM RELEASE VALVE WM/AULT PER FIG. IG OIT I ` ` ' 7714 "C' d' I S I I; Pw7 MIEr I c0T R10n111 1! I: IlI1€!!!!IIIIt ' t t! i i I. .I ,�- ruruRR rN ! I Iri 1 1! i!' l i 1 IIli. 1 e : 226.4 22 I iffli iI:WEI 2304 W ! CFR RAMS • €!It!tt EI'1 11t1?I:€E4€ 11. I � :IEr n+s isao I!IE;!i I i ! E 18216T. BROUMDI t i �LLRA N TE0 ELL l01. 0.P BENCH RORIE NO. 12 STA 235483 48 RI. aT RECO N �eJ1 RC°EEN O1TW^EIIENOII.. 30._:_{litAEFR: t f €NE— !a 4 < P 1 ! N IIIII'IE i� IilIIIILI III I I I I 1 1 1-1 r 1—I-1 i! 2314a0 F : 1 !IE Mt t . 1 1 232+00 : ! 1 1 1 !It Ifflit. : i1: 11! ' I ((( 1 tt111t 233 i 2344 S 33 4 8A6PEEP IR. 0 ra N N JJ J yl TELEJ RGq WHIN TO BE CONTAINED N EXISTING ROW NO EASEMENT PROVIDED t t TFE ' O' GR B` BACk0IL€ i 1 e PVMT:REPAIR HENTHIE W€DTH11 T" I NOTE, M COCAACTM WALL CONVECT TI[ RILOIOE AT WV 4 NON! Mal TO [ROTATING IN NIS NEM NNOOE LELLER UTILITIES 1-I3E7 FENT nit YAM D PNNEIO eiaN°G E R3-RPM TEXAS EELECTRICNC SERVICE COMMIT CIWOPAIR ERNE° BELL TELEPHONE <OEAIR NESTERN UNION CAME DIVISION 1E10 TO -an som O S WEE T.T. 737- 3E NOTES: n•-uFE 'n,l plug I FOR LEGEND ARO GENERAL NOTES, SEE SHEET 3. FM FITTINGS, LIST SEE SHEET A. FOR EAC8Ill AND PAVEMENT REPAIR. SE MEET RI. TNIIMN OF OE LAIR SHALL IWIN M TN TO TRAFFIC AT ALL TINES. OmvES AND N LEFT NORSOME NIONIII, BEI`ro • CI• CENTERLINENMNR EARAI CF • - 10113' BON CLLRO VERT, EAST OF OLD CD ROW ON [ELVERRC.IRMO R ELEVATION • ME.EO FEET • 0 • 10P CONCRETE AT FENCE CMIER ET 51117101EST CORNER. NT[RSETEON NOLD RENT. IMO MO [ELIER NLSET NNA LE • 664.116 FEET • CI • TOP EONC0En AN0 CLOWN 110.01.1., AATO 6 FIRST 0 MIDI HASLET NEVI INTERSECTION 0.p MOON NMO PAN ELEVATION • NO.%FEET ISO 200 GRAPHIC SCALE IN FEET Ill :I11I1 . € € i • 1 1I !I IEii !!tt! 11, i ! : I—^i i ! I i€!I si : rli I€ E 1 1 1 Lii 11 :'�I!II!I' :k It mT1W.9P T CITY OF FORT��W(��SRTh TEEENNXAS PHASE I�WAb�EISTR�B ION SYSTEM NORTH/00E it IIIIWE PLANE FORT WORTH ALLIARCR AIRPORT TRAN4EIE1tOM MAIM STA 228400 TO STA 237.00 wr L/vNU¢ own tow `LiM Bwxnon ^ iGiwJiNNm� EEW6ANW j� t- RFLarOOO wood* Coli•T°D' 0EIIIG MOREEII QA•b}iA. (L OE9101E: AB. /.f W° *4.0/N 6604C6T NA SIZE WIAWN�R.l,IL 0-00-0 13 a 2 0.0. . D.C. 1.f11lEnu ° ca R R P1411E0.01 0 0 7- TNE cONTRAcTcsi WALL imosEOIATELT REPAIR OR REPLACE ANT 0.ASE TO PRIYATE PROPERTT. INCLUDING OUT NOT LIMITED TO, PERCES, wALLS, PATEMENT, .0 WATER ANO SEwER SERACES AT NO COST TO TME OwNER. fOR.OLEN*;::: ACNE • EEO EEEEE CANT. NM. RACAVATIND Ve.lwiTT CP SIORTiNG TELLINONE CARLE. CONTRACTOR 10 CCNTACT RCN. wASTERN RALL TSLAINISM CO FC41 CARL. LOUT. efts Owes. TOGA LS 0.10.0.00111. FUTURE KELLER- HASLET ROAD ES0T _!:11 .74 • O - .• 1 4 z •- 0030.03 • 0 • TOP CORRETS AT PUCE CORIVL:01011DESTT.Carll. tgAtTIT461.rFaT"' IS • CI • TOP CCRCILLTI CORM. XEROMIL. *MTN Of FIRST ION CMIERT. REST IDTIRSICT. OLO MR. ROAD PM KARLST ROAD EISSATIOR • HS.% FIST L.FROPIS ZRTER ;ILLS51 •••••••m--- 114011 '(ERRILBALetel.T.1-1.101.2 11000143 OWNER OWNS, J FR. AN WORK TO CONTA/NED IN ERissING R.ow No EASEMENT ;PROVIDED. ah< BENCH MARK NO. 93 z 5 LeomAt Ie. • ees. el 7 caleselar Amt. Ile Isee as, besess es orleate 101.• le eetntelaed :erects:. '7..4"a < is exceeded. 11,Is siesceure shall PresIa• .0.0w4t4 seem., ler Slie 245.1 1.11.1 111 nees• -rilli I ,..,i, ' i!1:":••,;W 1!1I tea.titOr:t -1! It!::I.ti: i1t' t: 1-V1;IW ! WIs. itl,!!iVIlI i'.ti!iElt!Hl.it!: I ; 1:4' i ! tltlIlLt1 tiTtft ' too „__ -__ tiII 1.11 . . . ' { -7:14-: I : 71"- 'r44.1..j... : t : 4 4. ! : : 4 : ! : rr;74. :------ 1 ,,,,.:7-..,.... -----..•:,: ; ,—....'"-, c112! 194TFit i ;Oft! :pr— . 1 1:;•"'. ; '11411 111 1111.., WV. KW SOMALI. 90LL CONTACT RR POLLAN. AT LEAST 48 'KARS MB 70 tICA1•11116 le NIS Ae111: GTE 4131 434-20. I N000, 1214110440R TELLER UTILITIES 411.1317 FORT DORN RANI ORPPAINCIT 110.1.1011 LORE STAR GAS COMOR TZT-00 TESAS ELECTRIC SERVICE COWART 33423211 00014*S310111 RILL (SLEPANS Seellere SINSIIPRISE WOO WESTERN 41. CARLE OIVI SION 12141 /474021 MANOR CARLE TA'. 137.4731 I. FOE LE(.010 AND CORRAL MOTES. 11100513. T. FOR FITTINGS. LIST SEE SREET 5. J. FOR RACKFILL ARO PAVIRE0 REPAIR. STS SKIT 21. 4. A ROMAN Of ORE LAM SIMLA 104111 0201 TO TRAFFIC AT ALL TIM'S.. Delves ex0 resseIl RESVENCES REM. ACCLASIelt MOWS, NOL10174 11.710 DAWN ALS 110/01 Mane. 0 40 SO 120 IGO 200 GRAPHIC SCALE 0 FEET i!!!!!!, •' I I t ; {820 238+00 239+00 240 03 241+00 242 243. 00 244+00 N5+00 246+00 640 rill ;• .. .1 CITY OF FORT WORTH, TEXAS WATER CIEEARTMNIT PHASE I - WATER DISTRIBUTION SYSTEM FORT WORTH ZARGT 411747,!TIA":1H•ss/On HAIR STA 237+00 TO STA 245+00 motmet.tok A.II. /1/544.. TAR — I ammo: 0.C. melee R.4.14. 113.01.1,7011-11 16 co I PROP= RCA I RAMO O••••1•1040101 MATCH LINE STA 246+00 1 RITE: AIL CORTRACler 9ALL CCISTAtt Itst FOLLONI. AT LUST 4a MOS cAvwom AR O. 13 • 0 • TOP COOKIE AIM GOMA 1110041. MTN Or FIRST MITOA TO ORATATIK II TN. MOM NTE MT... CANTON WREN taerARTIRP ist viCira Tv OT MALLLIZIljetit :141 INITILIECTIOS Gr RD RENTON ROAR ARO ExiSTING rELEpRo. CARLE CGMTAACTOR treliT.G,GrACT ELETATIoN • .4.. FEU NOM GTE ilellItil:F:112AWNI?Irg''!'"'''" AELLE2 UTILITIES MIT 111:11111 NATEN 000111022 RN W. 14 TPA NON. TM EMT END 40.11 BAIA. no oil nun HALM Loa. sin Gm M.A. :2[440:111.4ATTPVNTERSTATE MAW UV Hui ELECTRIC SERVICI COMM SOUTRYC571111 SELL TEL.. COWAN Efg:7grarll WESTERN MON MCI 01•151511 LIMN GABLE T.T. RV, eas VIM .41.. • rev arm,. NoTES: II. FOE MOO MM COMO EMS. WI SKR S. FUTURE KELLER — HASLET — ROAD es 0 4. A Anon. OF OAF UK SHALL ADM. OPEN TO 'WPM II . TINES. FIR ITTINGS, LIST SEE MIT I. , .............,T , 5 .0.11.1=11.71=TLITILOENCIOsSATAT.,G,EGATEN ACCE551M.E MANTA .-- Ils•.-- - - --- — „,---- RIM —.....,\ TELL 11.1 10 T_.. ,, v --1V.------. . ,.,..t."_._ SA_S_, , ,,,,,,, L. 0116 Aso pn•It..=•ott - T - us, __nu ,.. _ 5"—..1_1..1 OPJO 00 : ,. ...—w- -O r 2 ../ NAT AO.. 3 ExoT sounrwESTERN BELL VARERANOLINO MCC.. INA ------ ---------- DAVIS, J "MO .IN i__I: : ! : : : ! ' ' - ' r -- " ------ • . ! ! ! !: i I I; ! : : ; • . ; • : .1 : I 1 1 I : 660 11 . _ : 1 • , : : • • • , . 650 . • • - - . : - 1 1 ! I ; _1 TOO CONTRACTOR SHALL IMMEDIATELY REPAIR OR RERACE OW DAMAGE TO PRIVATE PROPERTY, INCLUDING BUT NOT LIMITED TO, EENCES. WALLS. PAVEMENT, AND wATER AltIO SEWER SERVICES AT NO COST TO THE OWNER. ; ! ! a ;- ;• : 1 : IIORRI6 Mr PLASS . STA. 25.5to !INSTALL e_ comBINATroll AtA A.NO rt.F.411 WAY ItTi1 riE!'ir m I ; (penal W;tat IT ; ;1 I! 1 • , I 1 "! ; ; I . I !4-0-17—!WATER • ! o•A I , 1 I I i 1 ! 1' — 7 1II: 246461:1 247. •CO " " " 25i0 I ; I 001CormARNI ialiE7'Ex7:16.' --i , 1_111H-1 -It -it-I-tit-, 117.11 1-1 1-1-214-1.1; : ' if i , . • Ft! r -titf-t-t.f.i, ftll • . • ' ' • ; • • • , i" I 1;11 iiii ii, it!, i,_pt i i i .:,„.,,77.--"=..----1.-- ! • 1 ; 1 ; i _:,-,:.: -P- ' ' 1 ; :-N. . • --- 1.. : - 7-- - -: : ! ! ' -.-t-i- : .,2 : : : .: , , i , IN a RICPI !I: !,-7.4.44.1fil 12141 .34.2724 RI. 104.SE. 431-1Al2 SOWS. FALr3:1 737-4711 40 80 120 160 200 ; ; ' ; ; I ' ; -1.4.._f_.; ! ' • i i i I i; I I I ; i II I IMI. ;i: t i! If i 1 1 I 1 I i IIII1 1 IT HI lk • 1 11 ' ' ill: iliH If 1 1 i iii 1 ; . ; 1 i ifr! WI: r1 i : :: 1 t :4: 00. i-;z411+).0t.1 I I ii _A . , 1, ,7- 253400 255. 111b 1 1 , GRAPHIC SCALE IN FEET I 0i2bi —S6 I I I I - - ! Est) CITY OF FORT WORTH, TEXAS I '1"74.1—Y aVAUZT4PHASE IVrAEISYSTEM 640 18111011 NMI NORTNSIOR It PRESUME PLANE FORT WORTH ALLIANCE LIRFOIL.T. STA.245+00 TO STA 255000 ) calTRAcT 441 ; 0000,, mconwoctex Meow. JRANOutt DEMRN .01E0 Immo. .S. I ERIPPrItr...11. "' I I IT co 2 creCRTD D.C. m.fiscrlsee I DR at• FiaTOOPSOI EXIST t' GRAVEL OM.WAY 0 _�� O :'(T c°rvWiNE may\ 'AI EE-7- \ ;PP �" ▪ \l IEX /7� W 7 ".. H6Y XiN {m.o. OWNER FOE, GLEN ETU+ ALMA B TEO FUTURE KELLER — HASL,: T ROAD UH J,A°0 NONEC2 "' CAUTION EME CAUTON INNEN E�xAT. N4 wKINITV OF IxTMSO2:iuTPHEEALONCACONTACTBHTERN TELEPHONE CO. FN Y ei Nvx:Eo° rAirTo[:WS nL'Ar':T6emN T. 8 CURBS f W Nc .B1Fp u! ( IRE ANY DAMAGE TO PER SMALL VATE PROPERTY. INCLUDING NG BUT NOT LIMITED T0. FENCES. WALLS. PAVEMENT, AND OWANTEERR 0000 SEWER SERVICES AT N0 COST TO THE 0 0 ID FUTURE PYM'T & CURBS TV — --1 — — y v cMU9E9El/T � ERNE. MM. MOT 1 - F•S SCAM NO PE- PRON TON UNCUT. R KENOREPENTIRE T LOT S PNER MxGx NYN NO SA / / ♦ TA 4 �PI+M !! PI pAyI . .1FNEB JN -NMFLANGED PHRE pUTLEROOM OFF CORtrxc mr sti W b Viri W ATER LINE aomr , of tES 6' GATE vAlvE �EAI Haar a ES u11xA WORN TOE CONTAINED 1 A�' ,, at . , 1. ,,, M,ea ♦ ,,, ,f n I N EEISTI11D R0.W. NO IyuGmn fPE. Am rm nll17 art00IENo EASEMENT PRINIOED. 0 • r0i ..II ProvSIN Nem[ E �pINE tofN for EI npe j xinSNl xM of floes. ,may r 1F G�v1� C L ! i i ! } } ! 11 ; iTwEe'C ON'e!eECliFlit (I € I 1 I i ! # i I ? # E 1 } } } - NEE p I)vYEL1ENf'XE FlR i } € 96c IFE.E_=el ! f f i i _ I. I I I E PRD61L�f-- _ ! # ! i r : ! } } } PAVEMENT, REARM ( j t f E # } } ! 1 } ! 1 i I } ! _ pE1 t { { ` ` ` ? ; # d :: fu.A : e E t 1 ! I I ` ! I ! I I r—�6h6E� f E f I I I• E I ' I! i I! li " Y,NP 1 ! I 1 E } !}} A 'F}••pit }a } ±viRy ! # } I ' # } 1 i : } j } .- E # # i # i=! 1 I. } { ai ! ? 1 ! i ! 1 !I x I I 1! ili is } !1! !#tll :II - III#} fill it E!!!1 �} E! [ -IM . i'�T�; re-i E P t �� f i ! i i i Y��'TT *{41•.71 E e. {..._.I ! i i _ ? f 1 E I t : :4=! . . , . . . . .•,,..• 1 t i! rI. _ ,_ .hot rl } • 1 I { i I i t f ! # i ? . . . . . - - - •• `. ~f : 1 1 f : :IICt�. ' ,-, ` 1 r I _ -^4 .Li # ! i # t I } t # } 1 # I 1 650 ! I : : . : �. 1 f FYI I . : : } 1-. # I I f I # it 1 I �'-,-� II : # 1 } # . 650 • - �[ M C:7- :- E , I--.1y'-y Tr'r # ! ! I 1 } I 1 i } € I I TS_ f f } # ' } } { n' } • :1' IE !•_P'Nlni I I I } } I — ? : I { t } � -:"-'��;-'.'?a �'`�`' i I i ems:. _�N+NcLL:�N'¢. - '° T1-.�-��E :"`.9 1 ! I ; 11 _. I k ! # € t E ! I 1 E i f _ 1 ! I I I• AT • t IIW 1 I i /: f ! i} I ?## I��It IIi Ei _ tt ! !1 its# � S I } 11 �. I_' �3 ��l�II `- e :lx I !1 #C ♦ /I !' [c'rT'!�� _ � I i # # 1 # } # i i f f : 1 i I € # # � �! �i t ! I E: t �_�- T?V.- } 1 ! ` I � m 1 I I :' ! } { ! T } } Itt 1 II 1 1 E 1 1 1 f .. }}! - 1 640 *� 1` SAE Y? 1 T ! • 1 : I ! W~�.�j t Imo'{ ` I I I I # 1 RCC: P JU W Al EN .INGi ! ; 66:wc I' i/L i d Z I I I } 11 tiI� as 111111 I I: I. 1! i# .ii ! !}, I, 1: E� i,� 11 I II 1 }I111'ii tLi_k-FF �111 3 1 I ! i ? ! 1 ! ! I 1 t [ 1ET0 • i 1 i 44 010 0.1 —1 ! I i ? ! I ! ! St ! ! I . , ! t - aFVOER TACTIC. 3803 1-' aWE}TICRC N w f 1 _ I I a}-1 f I ` t 1 # .EN FIB.,,: :. LOccmE no-: • I '_ ! F 1 i! ; I! } 1 I i:III 1 I 1 I 1 I: B..cirT tl.. {� • R�. , axu.T :! : I I I t s L: i j I ! iE P[.E-L` "E �! ! I i ! - E I iRSvis56/1@ 3L,L' J ROTE: M CUMTRACTOR OCT.TTIE FOLLm1N IT MST MI HOURS TM TO EXCAVATING IN THIS MIA OM ll [ q NM4»A woo. 12141 1174-MRE REIEM UTILITIES 11-I517 EMT NM aWATER NPMTNOf Iro-na 1018 STAR MS CUOMO' 923-11481 501RNN'ERA5 ESTERNESELLLNTEELE/CE COMPARE MOW COIFA2T I3E-9E00 12CAIR [STEIN MIW CMLE DIVISION C1S[ 98 SI NS CARLE E.Y. 3111 Il-N21 M )]].Illl EM W. 11 YEA NOW. 9• WEAST ENO NO SNh0H3 RAIL OR [ELLER HASLET ELEVROADA0TION• N9.MTFEETOr INT[0.5TE x1OMlV ]SIB ON M. 15 0 1 ASSOCIATES NON. Ill FOND El IORTHWEST CC9NEE OF INTERS,. 1110x1A1 1SN AIO XELLCR HASLET ROAD ELEVATION • 618.09 FEET 1. FOI LIGEND YO GENERAL MOTES, ME SMEEE ]. 3. FM FITTINGS. LIST SEE 'MET 1. 1. FOR SACEILL AIM PAVEMENT REPAIR. SEE MET 21 A. l MINIMUM CV ONE LAN SMELL ROMIN EMI TO TIWFR ET ALL TILE I.• • ColvESANO IOUW PRIVATE SHALL B NM:NE ALLRENNIN ACCESSIBLE S NdNSTOPPAGER. E. WHERE TELEPMNE CABLE IS EXPOSED BY WATER LUC TAENCHME• REINSTALLEAT D ORIGINAL BE NULL ED EITO WET S BELL RENTS DURING YO WORK RL WO ] SHOWING DONTAAI N ALL WORT vol14111 MIST, RIO STA OVVNI TO TA.2EASOp TO 40 80 120 160 200 _F.i1i!; I :1 f If1 +I:ii 1i I. #r } i: I I !ItI 256+ 1 { { f-#-# i= # =Ei--€ 257+ 256+06 a333;--oi i .L j G PTiAT a6t+i+ iv ALL ! i ! 1 1 # € 1 :I- so, ILv+- PMD'RA li I i 1 1 1 g .I,nO- PE'n• ;to WF I 11 f: I i -.2i PLOEMpISr+e1H /•: 1 i ( ..7 ,ECO063W ' • tJA P3230 IN6T 1 1 # I ! ! ! ! 1 k k k } e # # : E` LAMSEo:OUT EtET• - # -_ -{: :• {__. NJfN[♦1E1ff9i._ t •GAR Y: 1 . . c- 1 1- 259+00 - 260+00 2I+�1 262+00 263+00 264+00 GRAPHIC SCALE IN FEET CONTAIACT CITY OF FORT WORTH, TEXAS WATER DEPARTMENT PHASE I - WATER DISTRIBUTION SYSTEM NORTHSKIE N UNE PLANE OPT WORTH ALLIANCE AIRPORT TEANEMISEION MAIN STA 255+00 TO STA 265+00 /-1=/ IrU.cuE waE n.6.V.Eu w..5�]aN�.s RECORPARNEOR E. ENANNII1 R. E.X ite . cD.C. HAN. ▪ ▪ 0811 AS SHOWN PROJECT WO SHEET -ate-G I I6 qv . 0 E 0 • 91117.01141101 oDT� TREE CAUTION MIEN EMVIATNM r VICINITY a D TELEPHONE TELEPHONE CONTRACTOR A CONTACT D TCO CONTRACTORS [ DUE COMMOTION IMPAIRED AT CMTRCIURS [PANNE. AY ¢£NENA N rep FIREWORKS STAND 5"HNC rv41 REPAIR fE DETAIL SHEET X 0 mIXln AuiHWTERI ELO=4;44:6E N a� C N RAGED A Mlle. 'LE "'LE BETTER CONDO. 1- 650 e s',ew TEL[.RIEA/ III! !eioLnLi i I 258 L.F. ENCASEMENT (MEN COTI SEE NOTES 6 ANO T ON THIS SHEET AN0 PVM'T. REPAIR DETAIL 05 SHEET 21 FOR A00ITIONAL INFORMATION AND REQUIREMENTS. SEE NOTE 8 ON THIS SHEET FOR SPECIAL E0CAVATON REQUIREMENTS IN THESE YEAS. I 1 1 ' \FUTURE KELLER - HASLET 2"AV[C OVNT t"NEC DETAIL // [f WI MY SAp1T-- Leer STA 213+ 62'M,TALL I_,0. ISUO NIVoVE •VAULT Nn OO 9t STA2T34. BR COAT. RLCTIOI STOP PING ruTI I rvj•T A CURB, • 00214.10S000 M ' STA le POO END ,0'NAT41[ NLTALL 1Y"RYI® Oen. THIS CENTRIC, INSTALL 30- WM A YR W/MISS HA S OO'' BLIND FLANGED 710501N0 STA01Bf IS" L CONCRETE BLCMIW. ''ATTI` fIP31- 0.19END CONS STA O+S, IR" N L. PLUG AND ENO L1N[. GOK, OLLLnDD. 1.k 111? i t {f- k 1 FOTOE F171 ! •tt fjji [' 12 i l t I F EY I I!! 6J+.l I 1Ii r• II I II. 1 1111i 1 . Ma 272+00 273+00 ONMFR INF IfMT BAl'V/ uTA Earl. ' Me to IMw RI Poet rtuta T. rr Im wri,AULSO TIEST [Im L 2. ALUM ea MOM RIM, WTI I. re Mae W TNTIENO MR NO THAT. IE [pr M TOM.. nevem. mom lo. or owe mom men roe mo am 0Aseel Pow Aro Mee, 0 40 80 120 IGO I 1_ ! 1 k i t !li !r mal.cia GRAPHIC SCALY IN FEET 4,1 !I.I. ! i! !! I I€ I I tt I! '! k !!II! I I! ! 1 k€ I I w: 1 I PROFIT= s+� • I ! .. i ! ! ca1€r NIR[ • ' Al"T VEIIT., II. 4' 640 Ii , @' LIFE PIMPLE .0 el I ! ! ! ' I I ( ( ! 2'W1 LINE PNOPL I ! 1 I I I I! ! _.: i T-E-r M 1 cowTRAp e CITY OF FORT WORTH, TEXAS WATER DEPARTMENT 630 PHASE 1 - WATER DISTRIBUTION SYSTEM NOR Miele E MEASURE PLANE FORT WORTX ALLIANCE AIRPORT TRANSMISSION MAINI STA 265+00 TO STA 0�274+00�1 I I=/ UR3En 1,-R n'MPalOS RECOMMINIOW DEENN:': D. A{e. 1 ALA PpMN� um. DIMPN: CILIA DYwEDe. M.Rco c A A ..nTDA.aDT 1 °RVE eo"x FOR 51.0. OVER P'RATORIM„H1nYET IRONS STEEL CO. BS THREEPIECE • vE BOEOR EQUAL. PROVIDE ExTEAON SEN TO BELOW v:uLTTuRE. A L LID EwoR °wL +p PROPOSED WATER LINE I it _ OL` F OETAIL C :«o:° TypicAl. PR AT IE.•v �T WATER L NE NOTTow TOP PLAN IRON,H-2sT o REOLo o al DETAIL C I I I'III I i I � III II — GENERAL NOTES FOR VAULT - RAToR o.EEUTTE"w:J s.i°` °0'1 .•T12•J II 1 ALL CONS,. N SHALL BE IN ACCORDANCE WTH THE BT•NOARD SPECIFICATION FOR CONSTRUCTION eY THE CITY FORT 2. • CONCRETE WORTH W 6N•LL CONFORM TO ACI L• T 3. STRUCTURAL CONCRETE SHALL SE NORNAL REH MT "•VE • COMPRESSIVE STRENGTH OF 3000 PSI S S 4. REINFORCEMENTSHALL SE GRADE 60 AND CONFORM TO AST Al •0 A1S OR •-616. STIRRUPS •NO TIES NAT SE SBA OE REINFORCEMENT s WELDED O ENT IN THE FIE LO UNLESS SPECIFIC•LY NOTED. REINFORCEMENT L BE HELD SECURELY IN PL•GE PRIOR TOCONCRETE PLACED., • •LL REINFORCEMENT SHALL SE DETAILED •CCORO•NCE W DETAILS AND OET•ILINO OF CONCRETE REINFORCEMENT" WI 115-.1. R. CONSTRUCTION AONTS SH•LI, CONFORM TO PLANS. NO HORIZONTAL JOINTS WILL a• ALLOWED UNLESS SPECfIC•LLY NOTED. E NO CONDUIT OR PIP FRG LLLLL SE 11.1.1..0WED IN STRUCTURAL NEMCERS WITHOUT APPROVAL Of THE ENGINEER. ICI. PROVIDE GRACE WATER STOP ROL NO 531T-31 OR EQUAL. SECTION B-B E PIPE sufFORTRT. 11 Y. 1 i! AT ID" E•. W,- As•T12. N[Y ITY•P"1 `E • LLL RI•T IZ'. Ran T F•C[! TI2. [ALL RIDE PI 2;:,E;l4T7Y SECTION A - A r_ 4/6 CONDUCT 2 CITY OF FORT ATEIDFWW((OATH, TEXAS • PHASE !WATER DISTRIBUTIONSYSTEM "SIDE II PRESSURE PLANE FORT WORTHALLIANCE AIRPORT TR•NSMISSI00 M•IN BUTTERFLY VALVE El vAULT DETAILS /-%/aH,:R n 8,119.511",. 31.•••17 6„ AkA W d cNacuEN AECOOINAND B u•u F •CA.A.Z. MI. D E V. 6s of 20a SEEDING OF COMMON GERIAIJOA L. • LENGTH OF AFFECTED TRENCH CASE 1 UNPAVED AREAS ERIST Pv.i i Hr �J CUT lIN[ Ast SA. MATERIAL I PLR lLCWOMU is Ez zl CASE 2 OLD DENTON ROAD CROSSING LHE IRAAA. OF FORT MATH THATl 701. lWRrs az rrj s*N o.araooRwopEE S SHALL BY DENSITY IHIsE RGIlT°RE CONTENT "TI.DN LENGTH OF AFFEC40 TRENCH t. I DTXT it ycnO rc [iE UReA“427SE, zo Foot WIDTH WITH R1 -1 ! 77DIITNNBFG e t_ SITITY+MALLBE Wm els, CASE 3 ALTA VISTA ROAD AND KELLER HASLET ROAD REPAIR EXCAVATION , BACKFILL & PAVEMENT REPAIR UNDER PROPOSED OR EXISTING STREETS FIGURE 'A' I pJ VERTICAL :TLC mos" II 2s a arm. spt>TMPsb VARIABLE E QUANTITY CEPS.. 0 ON THRUST. 1+0,000 .s.I. (YIELD STRENGTH/ �A! nIECE39ARRYNO 2lOA oONCRETE — RLR L I-L. EL-E ;TA A! s I C I 0 i L i F I 0 eTRZ% ;.. �.0/9.0.B:P/1e':;1301:s130.1 1; `.. TPRI 6opax5I 0.!) 4.D1 1St I o' SPRIG. ..T)I. 'I o) u) o so' 5.0'1 sot .s 1 0.5'1 5.+1 •.01 I.0.I VERTICAL TIE -DOWN BLOCK— FIG. 13 47.111'1" L;7;0 eF DslTURSED • , CONP.CTmTT M• MEAN CONCRETE. Sr TYP ENCASFNEHT FIFE y am— CAROMS Hn cRR+HEn uNEsnwE STA.267+88 TO STA 270+46 2" HMAC PAVEMENT REPAIR STA.266+70 TO STA 267+21 STA.271+00 TO STA.271+50 2" HMAC PAVEMENT REPAIR !PIPE DIA ! 3. F-416, EAR! AT +'0.0. BOTH WAYS 71E1 t TAION STOWELD P Tp IMO. EAOE4 Nu."Na CONC. VOL. I Si + 0.6a' 2.90 C.T. IG.S'I IS. •L Iot NI'-o' s.00 cr. REACTION RING DETAIL x.. •3 + s•et. CONCRETE CAP SECTION DETAIL 4/6 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT ! PHASE I —WATER DISTRIBUTION SYSTEM ' NOR NSIDE II PRE SS ULR ME FORT WORTH ALLIANCE AIRPORTRTRAMSYIISSIOM MAIM MISCELLANEOUS DETAILS 2111.22 DL .WORM t la PRGem RG E. dio anc�nsa F n,05•5OI N TIMBER TRENCH SNORING - MINIMUM REQUIREMENTS 1w106f aEPIN a SUBSURFACE MIN, S721: RENGN CONOI T IONS OIN SPACING IN I SI -It FIR, JDIMT6D mar 2 N 6 11W.15' FIR, JOINTED CLAY 2 X 6 2 115'.20. FIR, JOINTED CLAY 5 X 6 CLOSE CROSS BRACE CLOSE SHEETING yA CNCRETA PAVEIAENT I R' -D• I MAXIMA y q CONCRETE PATINE nl PLAN 912E ANG SP. INO HALES MIS. xN6 12 x 12 Sx IB MAC SPACING T. 5 CROSS EMPIRE v10TN OR 'REACH NH. SPACING 0' .66157 NI2 VERT. NO. SIZE SI FT. FT. 600 5 B 6 R 6 5 6 BVB / 5 6 3 S4tl€C€u7 TIMBER TRENCH SHORING RATER LINE TRENCH EXCAVATION 112 TO 20 FEET 0EEP1 NOT TO SCALE NPR GO CROSS BRACE7 STRINGER RIOIH OF TRENCH SECTION A -A \ 8AL1Nw EXCAv6TIN JI SLOPES 1 irPICAI 0 REWIRED EMEDufNT— WATER LINE TREMOR EXCAVATION 16 TO 12 FEET BEEP) NOT re SCALE F- 41 6 TRENCH SAFETY REQUIREMENTS II MAX ILIA NE1GN1 OF VERTICAL N1 IN SOIL WITHOUT SNORING 0R SHIELD SYSTEM 15 FIVE FEET- SNORING OR SLOPIHO OF THE TRENCH SIDE SLOPE WILL OE REWIRED BELOW THIS DEPTH TO PROVIDE A SAFE WORKING ENVIRONMENT FOR ALL PERSONNEL. 21 THE CNIRACI011 SHALL MONATE A COMPETENT PERSON 10 PERFORM DAILY INSPECTIONS OF ANY EXCAVATION IN No. HORN IS AN PATEO. THIS PERSON SHALL LOOT F. EVIDENCE OF SIT., INS THAT COULD RESULT•HA POSSIBLE CAVE-INS, LURE OF PROTECTIVE SYSTEMS, HAZARDOUS ATMOSHPERE, OP HAZARDOUS CONDITIONS• 1NSPECTINS SHALL W ALSO OF OE AFTER EVERY RA NSIOM OR SORERW OCCENCE R.I. NAT INCREASE THEPOTENTIAL FORFAILURE. A RECORD OF INSPECT INS SHALL BE MAINTAINED AT THE PROJECT SITE AS EVIDENCE THAT THE INSPECT INS WERE MADE. DAILY INSPECTION REPORTS SHALL BE SENT 10 THE WEN DEPARTMENT OF THE CITY OF FORT NORTH. SI A DESIGNATED CDPEIENT PERSON SHOULD OE CAPABLE OF IOENEIi 11NG EXISTING PREDICTABLE HAZAROS AND SHALL BE AUTHORIZED TO TALE PRORPT CORRECTIVE MEASURES TO ELIMINATE THE HEARD. THE CONTRACTOR SHALL 10ENTIFI TO THE CITT THE PERSON N THE PROJECT WHO TRILL BE ME RESPONSIBLE PERSON IN EVALUATING TRENCH SAFELY. P O OCAE1CINGTHE CONTRACTOR SHALL PRESENT OA OV FICATIS RH UCH SRN THAT THE DESIGNATED PERSON IS OWLIFI EO TO PERT... THE .11K' 51 WHEN EIVLOYEE5 ARE REWIRED TO BE IN TRENCHES FOW FEET DEEP OR NORF. AN A0E0114I1 MEANS OF EXIT, SUCH RS A LAOCER OR STEPS SHALL BE PROVIDED ANO LOCATED 50 AS 10 REWIRE NO TORE THAN TRENT,'IVE FEET OF LATERAL TRAM.. 61 THE CONTRACTOR NAT u5E AN ALTERNATE SHORING DESIGN OR TRENCH BOA. PROVIDED SUCH ALIEMAIE IS DESIGNED ANO SEALED ST A REGISTERED PROFESSIONAL ENGINEER, THE DESIGN SHALL OF Su.. TEED AND APPROVED BY 11.E ONNER'S ENGINEER PRIOR TO USE IN CONSTRUCTION MATERIALS USED FOR SHEETING AND SHEET PILING, BRACING. SHORING AND uNOERPIIAI5G SHALL BE IN GOOD. SERVICEABLE COD1110N AND LIVERS uSED SHALL SE SOOD AID FREE FROM LACE OR LOOSE LAO S. RI EXCAVATED SLOPES SHALL NOT RE LEFT OPEN FOR MORE THAN T2 HORS. 11 BRACING OR SHORING OF TRENCHES SHALL SE CARRIED ALONG Ho. THE ExC6vATIDN 101 CROSS BRACES 00 TRENCH JACKS sHALL BE PLACED N 1R`E n0(Il0NTAL PO51T10, BE SPACED ERTICALL r, • BC SECURED TO PPEVENi sL IOINL FA NG R XILW}S. I 1 Pf750 551 pEr1RONEU OIS8 SMSLP1r5i5N515R1ENCN55L005r0i0. A1nEREU50CHFlllollEI BC ESCNOSN)5L05 ARC USED 11E5 SHALL BE 0E51 GORE D. CNSIAOTED Ax ♦I NEO IN MANNER 550 7 WILL TRErV+c KE HROiEL110N EWAL 10 OR GREATER THAN tnE SnEET�NG OR SNGRi xG REW .RFD fOR i1E 121 BACSFILLINO ANO REMOVAL DF 'RENCN 51PP0RT5 SHALL P000RE55 TOGETHER FROM 10E 9UTTBM S,ALE6ERO5Ep 10 (WSLOW)RI1CIf5A*C(SL 05RE6P*CE55ie06* 0500E60F7ERNElil01EF5 5506 CL58REO THE TRENCH. 4/6 CITY OF FORT WORTH. TEXAS WATER DEPARTMENT PHASE I - WATER DISTRIBUTION SYSTEM NORTHSIDE II PRESSURE PLANE PORT WORTH ALLIANCE AIRPORT TRAR1NIRNON PAIN " � V Sk . Vr__ ryrySlqq.1 SNE fEE X 0251 Rs sew .00L Tn DRAWN „ATE R5-oI.o0R-0 22 a IS -5-eb (CHECKED NN. .. I TOI TRENCH SAFETY DETAILS RECORENGED DESIGNEDTOUrk �a^�� OY SUBMITTED. X-9416C CONCRETE PRESSURE PIPE PROJECT PROJECT DIRECTORY OWNER: CITY OF FORT WORTH LOCATION= FORT WORTH, TEXAS . DESCRIPTION: PHASE I - WATER 0ISTRIBUT ION SYSTEM NORTHSIDE II PRESSURE PLANE FORT WORTH ALLIANCE AIRPORT TRANSMISSION MAIN i CONTRACT NO. 2--- �� ( 30" L-301 CL 150-16, 30" L-301 CL 150-27, & �ri 36" L-301 CL 150-14 , CONTRACTOR , fir J.L. BERTRAM CONSTRUCTION y'� 1007 HARRISON AVE. ARLINGTON, TEXAS 76010 ATTN: 'DAN FRETTINGER (817) 261-2991 ENGINEER . CARTER & BURGESS, INC._ ` 1100 MACON STREET FORT WORTH, TEXAS 76102 ATTN: DOROTHY•CHAI.1PLJON (817) 335-2611 • REV1S.ED AS BUILT 401T�T • 8-6 -90. U.C.P.C. JOB NO. 55-DA-5824 ' CRY PROM ND. W-0I4DOB-00 ' ENGINEERING, B. R. AVERY SALES P. L. WHITELEY DELIVERY: - J. H. MCKNIGHT INDEX - JF-416 S-1 Thru S-3 STANDARD INFORMATION 111-100 JOINT DETAIL L-1 Thru L-31 LINE LAYOUT D-101 Thru D- I37 DETAILS UIJNITEID CCONCRETE PIPE CORPORATION P.O. Box 565283 • Dallas, TX 75356 • Telephone (214) 638-6910 Srk NO.I BY I DATE USP/CPD/SW/ 1OO • GNP •CONTR,ALT NO.. 2 • • CHK. REVISION ' FUTURE VGELLER HASLET KD. 4 msrURE 'STEM AGE nsm 'BEGIN CD KTR4CT�Y v NO, PROJECT LOCATION DR:BR AVERY .LOCATION MAP UNITED CONCRETE PIPE DATE: 3-11-$ea I CHICaGV "ALLIANCE AIRPORT CO NTRACT_2 IjOBC 58214 is HT: g -1 IREV. /i . m4 COLOR CODES I. THE FOLLOWING COLOR STRIPES WILL BE PUT IN THE CENTER OF ALL TYPES OF PIPE AND SPECIALS TO INDICATE PRESSURE, PRESSURE (PSI) COLOR UP TO 99 100 - 124 125 - 149 ( 150 - 174 175 - 199 200 - 249 250 - 299 300 7-OVER. TWO (2) WHITE WHITE GREEN' BLACK BLUE RED YELLOW PINK ` 2. FOR JOBS•REQUIRING EXTRA STRENGTH FOR EXTER- NAL LOADS (EXTRA COATING ON P-303, AND EXTRA STEEL AND/OR HIGHER CONCRETE STRENGTH ON L-301), PIPE WILL HAVE AN ADDITIONAL YELLOW STRIPE IN • THE CENTER. • 3. FOR HEAVIER CYL.(L-301) AND/OR DOUBLE WELDEO JOINT RINGS, THE FOLLOWING COLOR STRIPES WILL . BE PUT ON THE SPIGOT END. EXAMPLE CYLINDER 1 WELD- STRIPES • CLASS N0. 16 SINGLE NONE 150-10 N0. 16 . DOUBLE WHITE 150-10•(I6DW) N0. 14 SINGLE BLUE 150-10 (14SW) N0. 14 DOUBLE TWO (2) BLUE 150-10 (14DW) N0. 12 SINGLE RED 150-10 (125W) NO. 12 DOUBLE TWO (2) RED 150-10 (12DW) NO. 10 SINGLE GREEN . . 150-10 (10SW) NO. 10 DOUBLE TWO (2) GREEN 150-10 (IODW) 30" L- 301 CL 150- IL. CENT -ER : ONE 'L331_AC1( 30" L- 301_ CENTER.. ONE BLACK X. ONE `(aL.OW 301 (1 150 -10 (125141 CtEIATER: ONE I LAC , SPIGOT ON E RFC 310" L- 3111 CL 150-1 - CENTER : ONE BLACK 150 - 10 (14 MO� PSI ALLOW.FT CYLGA, .S L /DBL. OF COVER WELDED 140.1 SY: I DATE 101111. U.C. P /S.W./101 REVISION GENERAL NOTES 1. STATIONS AND ELEVATIONS ARE TO TE OF PIPE AT BELL ENDS. 2, STANDARD JOINT LENGTHIS 'j 2: • 3. NUMBERS IN CIRCLES ARE REFERENCE NOTES. 4. NUMBERS .IN HEXAGONS ARE REFERENCES INDICATING STANDARD DETAIL 'NUMBER. SEE D-101. 5. NUMBERS IN TRIANGLES ARE REVISION REFERENCE • NOTES. - A AA A.C. B.C. B.F. B.J. B.S. B.T.O. BV C.I. C.P. G.P.I. CPLG. CR C.T. D.H. D. 1: T. E.C. ELEV. FLG. F.O. F.T. GA, GKT.- N.H. HORIZ. ABBREVIATIONS ADAPTOR ANGLE ADAPTOR ASBESTOS CEMENT BEND BEGIN CURVE BLIND FLANGE BONDING JUMPER BUTT -STRAP (B.S. CLOSURE), BRONZE THREADED OUTLET BEVEL CLOSURE CAST IRON CENTER LINE COMBINED PULL COMBINED POINT OF INTERSECTION COUPLING CROSS COMBINED TURN DISHED HEAD DRILLED AND TAPPED ENO CURVE ELEVATION • FLOW LINE FLANGE FLANGE OUTLET FIELD TOP GAUGE GASKET HAND HOLE HORIZONTAL H.P. H.P.I. H.T. I.D.- I.K. INV. JT. LT. M.H.- M.J. N.,B..G. NC N0. O.D. P.E. R RBF RT 5-BV 5-SP S-SP-BV S/C SECT. S/0 SP S.P. STD. STL. T TAN THK. T/P TYP. UCP VERT. V.P. V.P.I. V.T. • W W/ .HORIZONTAL PULL HORIZONTAL POINT OF INTERSECTION HORIZONTAL -TURN - INSIDE DIAMETER INSUL-KIT INVERT JOINT LENGTH LEFT MANHOLE - MECHANICAL JOINT NUTS, BOLTS, GASKET NITS CAP NUMBER OUTSIDE DIAMETER PLUG PLAIN END PLATE REDUCER OR RADIUS REDUCING BLIND FLANGE RIGHT SHORT JOINT SHORT JOINT WITH BEVEL SHORT JOINT WITH SPECIAL SHORT JOINT WITH BEVEL AND SPECIAL SHOT -COTE (SAME. AS P-303) SECTION SLIP-ON SPECIAL SHORT POINT STANDARD STEEL TEE TANGENT THICK TOP OF PIPE TYPICAL UNITED CONCRETE PIPE VERTICAL VERTICAL PULL VERTICAL POINT OF INTERSECTION VERTICAL TURN WYE WITH P-303 PRETENSIONED CONCRETE CYLINDER PIPE PER FED. SPEC. SS-P-3BIa OR AWWA C-303 L-301 LINED CYLINDER PRESTRESSED CONCRETE PIPE PER AWWA C-301. IDR. 13 R AVERY I GENERAL INFORMATION DATES-1-I-MICHk. J3 W ALLIANCE AIRPORT CONTRP T 2 - UNITED CONCRETE PIPE JOSS/ZA ISHT. S-- . IREV. N0.1 BY DATE OSP/CPO/SW/100 CHK. REVISI ON IDR;'$'R mow DATE: $-11-29ICHK: 13GV NOTES 1. ALL PIPE ' MANUFACTURED PER MOJA C301 - 84 2. FDR EMBEDMENT 1314LKrILL `DETAILS SEE SHEET ENGINEER S _ PLANS 21 OF 22 SPECIFICATION SUMMARY - I UNITED CONCRETE PIPE ALLIANCE AIRRXT CONTRACT 2 JDa 5824 .,SHT.: S- 3 IREv 0 0 32, 3 1/4" OVERALL LENGTH OF STANDARD PIPE 3i '-0" LAYING LENGTH OF STANDARD PIPE 3I- - 6", CYLINDER LENGTH HIGH TENSILE WIRE UNDER TENSION NOTES • CORE THICKNESS "C" I. ALL PIPE PER A.W.W.A-C301-B4. 2. JOINT RING COATING ULLY 20-8-1 ASPH. BLACK, 3. CYLINDER PER A.S.T.M. A570, GR33. 4. WIRE PER A.S.T.M. A648. - 5. CEMENT PER A.S.T.M. C150 TYPE II 6. COATING TH K. "K" MEASURED OVER CYLINDER. T. INSIDE JOINT SPACE •• -MIN. MAX. - 30 ° '14 3/0" 'VW I'/B' QUANTITY OF PIPE L. F. CEMENT MORTAR COATING "K" • STEEL CYLINDER CONCRETE LINING 3/4" MIN. o CEMENT MORTAR POURED IN FIELD .�- PRESTRESSED CONCRETE LINED CYLINDER PIPE (L-301) MANUFACTURING DATA HIGH TENSILE PRESTRESS WIRE p.D, A. -PER GAGE-CL LINEAR CYL, FOOT' OF "B (SQ1N.1 WIRE C102.A.33LF SO" 150-\L, 33114" ICo 88 PSI 22..o[6..-IEG5 1 0.281 I.D. OF PIPE DESIGN PRESSURE OR CLASS P.SJ.-F7. STEEL CYUNDE CYL CYL. TEST GAGE PRESSURE Fs 25,000 vet OFCYL LBS./L.E. WIRE - SPACING C TO C 1. 2.4 " 43.49 109 r 000 WT. OF GROSS WRAPPING WIRE STRESS IN.WIRE LB./L.E P.S.I. 451.72,LF"30" ISO -27 VME AS A)aNE--{ 0.354 (, ]II- 0.99" 1D.V1 1p4.on LF ii30":I51-10(.2SV) 33Arq" 3•12 155PS1 38.54 'I 0,313 5074.05LF1 �" III 150-IA 402: #16 74Psi ?„(0.47 I0,329 4I1L 1.04,"- I1.ga 1O9 aao H11,11ER CONCRETE STREN T11' REQUIRED FOR30" L-301 CL 150-27. WIRE PULL LBS. 5472 I811 000 5472 NO.I BY IDATEI CHK.I U.C.P./SW./IOJ REVISION !A- 1.I!" 9. IS`►no/) M. 3818 K 5 1/2" ' SPIGOT RING BELL •JOINT DIA. RING - "D" ' 'THK. CORE THK. CONCRETE STRENGTH AT WRAP 28 DAYS 4,000 P5.1. 6,000 P.S.I. 31/4" LAP Aci 4.100 P. S.I 7,06O P.S.I. -51/2" SEND FASTENER DEPTH OF SOCKET "F" • 0 z -O• CEMENT MORTAR PLACED IN FIELD • NOM. INSIDE JOINT SPACE "G" (SEE NOTE 7)- 13/16" 0 GASKET ASSEMBLED SECTION COAT. THK. INSTALLATION NOM. 0.0., BELL ".1" NOM. INSIDE JOINT SPACE "6" MAX OFFSET OEFL. IN (PULL') 32, FT DATA MIN. RADIUS WITH 3z' PIPE APPROX WEIGHT PER FT, • 34'14 I/4" I-!8" 33r4' 0.942 I379k 112" 1'15' BNB" 1%1' 345 St.ME AS 5 47 I SAME AS 5472, 41" Ye. 12,114 +- SEE TOR R1G FlT -DOS AONE NGV C I"D3' I7 " 1747' 41,At SlIEE.T 1DR.-BR 'AVERY . • L-301 JOINT 'DETAIL /PIPE DESIGN! UNITED CONCRETE PIPE I v:.l c D-1'j-B$ (GHK- (!GV ALLIANCE AIRPORT COM ftACT 2 dos 5824 ,SHT b-10D REV, 0 CON'1 ON PAGE L-2 U N 11 E D CONCRETE P 1 P'E JF=4/e 2 256.00 0 JT9 8-8V 1 30" HEV SFI'G BEVEL ( 2-00) 0 JTO 7--HV 2 3 1 30" BEV_ • SPIG BEVEL ( 2-00) JT! '6-BV 2 3 1 30" BEV - SPIG BEVEL ( 2-00) JTf 5-BV 2 - i 1 30" BEV SPIG BEVEL ( 2-00) J ' • 2 ID5 32.00 31.97 1D5 32.00 31.97 141+55.84' 141+23.87 '140+91;90 IDS 32.00 31.97 140+59.93 VD5 32.00 31.95 JTO 4-BY 1• 30" BEV SPIG BEVEL 2-00) ID5 -32.00 31.913 O P1 JTA1 3-BV - a 2 3 1 30" BEV I05 32.00 31.99 SPIG BEVEL ( 2-00) • - --' . JTI 2 . ---' 2 1 30" STD 32.00 .32.02 J14 1 2 1 30" ST0- C P S NO L SALES JT ITEM :SYM:- FORT WORTH, TEXAS 1 {� J.L. BERTRAM 1 A * * * 4 * , * * * 1 * 1 1 * * * * N 0 T E: * •* BEGIN 30" W.L. CONTRACT 2 1 * k * 1 * * * * * k * * * 1 * * * * BEGIN PIPELINE LAYOUT READ UP JT. NO. & DESCRIPTION ' 32.00 - 32,. 00 - 140+27.98 -VP1= 140+20.00 139+96.01 139+64.02 139132.00 BC= 1.39+28. H5 139+00.00 1 II'[= 1-40 LT CT= 1-44 - 714.1U VP 0--28 UP - 1-57 r- II'F= 1-40 LT 715.22 u ' -I v 411= 1-40 Li716.26 W 02 - 11T= 1-40 LT- - 717.30 Z- CJ 1 J7 011T PIPE HURIZ READ UP NU LENGTH LENGTH • STATION PLAN HELL ENO REVISION :GATE:BY:CHK: PROJECT TITLE: : ALLIANCE AIRPORT CONT. 2 HT- 1-40 LT - "q CT= 2-13 710.34 I VT= 1-20 00 - 0-29 - �... VD= 1-57 ON - HT= 1-40 LT CT= 1-44 VP 0-29 ON 0-00 71U.6U 111 1-40 LT-- 718.60. -IIP= 0-59 LT 710.60 H(IRIZ CURVE' 0= 43-01 LT R. 1100.00' L. 8.26.00' T=' 433.51' 0-00 7.10.60 TURN OR PULL- SLOPE ELEV DEG -MIN - BEG- INV - PROFILE NOTES MIN DA1£.: 08•-AUG-88 PROJECT NO 1,5-0A-5824 PROJECF ENG :'BRIAN AVERY SHEET NO : L-1 cup (� -- ) (CaUNITED CONCRETE PIPE CON'T, ON PAGE L-3 _ ZZ�3 2 eIG:00 JT# I9-BV 1 3 1 36" BEV SPIU BEVEL ( 2-00) JT# 18-BV 1 3 1 36"- BEV IUD 32.00 31.99 SPIG BEVEL ( 2-00) JT# 17-BV 3 1 36" BEV - SPIG BEVEL ( 2-00) 1 JT# 16-8V Q 1 3 1 36" BEV 1 SPIG BEVEL ( 2-00) t 1 JTi 15-BV 3 1 36" BEV SPIG-BEVEL ( 2--00) JT# .14-8V ▪ 1 3 1 36" .BEV J SPIG BEVEL (, 2-00) JT# - 13-SP • 1 3 1 36" SPC WI 30" .6ELL DUTLET l RTl JTi 12-•R 1 3 1 36"B X 30"S REDUCER JT# I1-BV 2 1 1 30" BEV SPIG BEVEL ( 2-00) 12.Lo 32.00 31.99 1210 32.00 .31.99, 124 32.00 31.99 121n 32.00 31.99 144+78,57 - •L47= 1-40 LI 712.81- 144+46.5U 111= I ,40 L1'• - 712,85- 144+14.59 -. • IIT= 1-40 LT- • 712. BY - 143+82.60 • Q d iIT= •1-40 L1 712.92• 143+50.61 --) •IIT= 1-40 L I 712.96 143+Ifi.62 J moo: IIT= 1-40 1.1 - 712.99 I2(o 32.00 31.99 2 1 - 1-40 LT• - 713.03-- +58.55 } T� L-"U 142+54.61 • ice-? IIP- 0-50 LT - FOR • 7i:3.07- ST116-OU - 3 IIP (40-54 LT 713.32- 1301 32.00. 32.02 11A 2.73 2.75 105 32.00 31.99 -JT# 10-BV 1 2 3 1 30" BEV 105 32.00 32.04 N SPIG BEVEL ( 2--00) J -------- 141+87.83 '•••,:' JT# ' 9-BV • 2 9 1 30" BEV 105 32: 00 31.99 o- SPIG BEVEL ( 2-00) VP1= 141+60.00 •141+55.84 ' C0N'T FROM PAGE 1.-1 C P S NO L SALES JT ITEM READ UP - SIIT PIPE FIURIZ REAU,IIP JT. NO. 8 DESCRIPTION NO LEN6114 CENGIN SIATIUN BELL END 142+51.86 142+19.86 • �;'111- 1-40 LI PLAN HT1. GT= 1-40 LI 2_11 1-25 UP 713.311 - 0-04 - -- 713.39-- 1,-29 VD=. 1-53 UP - 714.10 TURN OR PULL SLOPE 'ELIV DEG -MIN DEG- INV NOTES MIN I''NO1 1LE :$VIl REVISION :OATE:BY:CIIK: PROJECT TITLE: DAIE 08 AUU-BB . - : ALLIANCE AIRPORT CONT. 2 1'I10JEC'I NU : S5-DA-5824 FORT WORTH, TEXAS PRUJECI ERG : IIRIAN-AVERY : J.L. BERTRAM SNEE1 NU : L-2 CUNT ON I'AGE L-4 JI0 28-8V 1 3 1 36" BEV SPIG BEVEL 4 2-00) UNITED CONCRETE PIPE _ -,)F / 288.00 J (Z4o 32.00 32.04 . JTf 27-SP-BV l 3 1 3'6" SPC BEV 120 32.00 31.98- E14 6" 40.4LT) SPIG BEVEL 4 2-00) JTf 2.6-8V 1' 3 1 36" BEV -SPIG BEVEL -4. 2-00) 1210 32.00 31:89 147+66.43 VPI= 147440.00 EC= 147+54..85 147+34,39 . 430.00 147+02.41 HP 0-20 LT •.CPVP 0-15 UV - 0-15 VI)= 1-28 UP 11T= CT= VI' 1-33 (.T I-13 UP - 1-26 710.80 710.94 H1= 1-40 LI 711.77 - 1-28 IIE= 1-40 LT 146+70.52 L'T= 2 10 71'2.59 Jif 25^BV' _ - - - VT= 1-23 DN• 1 3 1 36" BEV �210 32.00 32.00- - 0-06 SPIG BEVEL 4 -2-00> a i s WI= , W 146+70.00 VU= 1-25 DN W t HT= 1-40 LT 146+38.52 > CT= 1-40 712.64- J - JTO 24-BV VP 0 0'l_ ON 1 3 1 36" BEY 1210 32.00 31.99 c=J - 0-04 \ SPIG BEVEL 4 2-00) 146+06.53 - ' •III= 1-40 LT 712.67 _- __ JTf 23-BV - - v 1 3 1 36" BEV �Z10 32,00 31.99 ' SPIG BEVEL 4` 2-00) N9 -- -- - - 145+74.54 f? - Q '. HT= 1-40 LT 7)2:71- F41 JTf 22-8V . 1. 3 1 36" BEV . • 12o 32.00 31.99 SPIG BEVEL 4 2-00) - O 145+42.55 - N .f NT 1-40 LT- - 712:74- JT4 21-BV O 1 3 1 36" BEV 12lo 32.00 31.99 _ - 2 SPIG BEVEL- 4 2-00) _. __. 145+10.56 - , HT= 1-40 LT: 71L.713- JI'f 20-0V 1 3 1 36" BEV 1QL 32.00 31.99- SPIG BEVEL 4 2-00) 144+78.57 • 712.81- CON'T FROM PAGE L-2' C P S NO READ UP L SALES JT J1. NO. 8 0ESCRIPlIUN ITEM - :SYM: REVISION SHE PIPE' 14O1112 READ UP • NO LENGTH LENGTH STATION BELL ENO - PLAN TURN OR PULL SLOPE ELI:V PEG -MIN DEG- 1NV I'R00ILF_ NOTES - MIN :DATE:BY:CHK: PROJECT TITLE: DATE : 08-AUG-8U ALLIANCE AIRPORT CONT.- 2 • -PROJECT N(1 : 56-UA--5824 . FORT WORTH, TEXAS PRUJECF ENG : BR1AN AVEITY . : J.L. BERTRAM SHEE1 N0 : L-3 O CON'T ON PAGE L-5 ---- - JTi 49 1 1 36" STU UNITED CONCRETE P 1 P E- *I (.TZ•a0 32.00 32.00 ' JTi 42 43 44 45 46 47 48 1 7 36" STO 224.00 224.00 JTi 41 1 1 36" STD 32.00 32.02 JTi 40 154+38.34 154+06.34 • 151482.34 151+50.32 VP=. 0-20 UP 1-00 1 1 36" STD 32.00 32.00 0-40 VP1= 151+40.00. V0= 0-31UP 151+18.33 VP U-10 UP JTi 39 1 1 36" STD - 32.00 32.00 , . 0-29 k1 150+86.33 ;150+22.33 VP 0-32 ON JTi 36-BV -J•fi 37 38 2 36" STD ' - 64.00 64.00 1, 3 1 36" BEV SP1G BEVEL ( 1-00) 1\. 1 • = 1 JTO 35 ' 1 36" SIDI i210 32.00 31.93 32.00 31.98 JTi 32 33 34 1 3 36" STD JTi .31-8V I 3 1 36" BEV 5P.IG BEVEL. ( 2-00) JTi 30 1 1 36" STD 96.00 95.94 VPI= 150+00.00 149+90.40 149+58.42 148+6'2.48 0-29 1-02 • 724.32 723.76 719.84 712.28 718.91 718.64 718.09- VD= 1-46 ON VT= 1-14 8N-------- 717.52 2-16 716.26- 712. 47- 121n .32.00 32.00 2-14 14(1430.48 . -VI 1 31 711.21 32.00 32.04 0-44 VP1= 148+20.00 147+98.45 JTi_ 29 1 1 36" STD CON'T FROM PAGE L-3 VD= 2-16 11P ,VP= 0-44 UP 710.80- 32.00 32.02 0-00 147+66.43 710.80 C P S. NO READ, UP SLIT PIPE HUR1Z • READ UP 3URN OR PULL SLUPE ELF.V L SALES JT JT. NO. 8 DESCRIPTION NO LENGTH LENGTH STATION PLAN DEG -MIN ULG- 1NV PROIILL ITEM . BELL END NOTES MIN - :SYM: REVISION :DATE:BY:CHK: PROJECT TITLE: DATE OS-AUG-BB . : ALLIANCE AIRPORT CONT. 2 PROJECT NO . 55-UA•-5024 . - : FORT WORTH, TEXAS PROJECT ENG : BRIANAVERY . ' : J.L. BERTRAM SHEET' NU : L-4 CON'T ON'PAGE L-6 JT9 63-UV 1 3 I 36" BEV . SPIG BEVEL ( 1-00) 1 3 3 UNITED C O.N C R E T E PIPE gw #k 1 448.0D I2.(n 32.00 31.97 JT6 62-BV 1 36" BEV SPIG BEVEL ( 2-00) JTN 61-DV 1 36" I3EV SPIG BEVEL ( 1-00) 127, 32.00 31.95 '158+86.23 • 158+54.26 1fV- 1-14 Rl- IMT- 1-14 RI' LIP= 1-14 RT 158+22.31 • Cc -[ •CT•= 1-37 a 1 VI'_= 1-04 ON 1210 32.00 31.97 U 0 Jl/ 60 • 1 1 36" STU 32.00 32,.01 157+58.33 JT8 59 1 . 1 36" STD VP1= 15f1+20.00 157+90.34 32.00 32.00 JT! 51 58 J 1 2 36" STD 64.00 64.00 o JTI' 56-SP ,.1 3 1 36" SPC W/ 24" FO 8 24' X 2" NEU OF (TOP) JTM 52 53. 54 .55 1 4 36" STD 129 32.00 32.00 128.00 128.00 ' J10 . 51 1 36" STD' • 32.00 32.00 Jli 50, 1 36" STD 32.00 32.00 CON'T FR(1M PAGE L-4 C P. S NO 1. SALES JT ITEM RC= 157+69.67 157+26.33 156+62.33 +59 .00 156+30.33 155+02.33 VP1= 155+00.00 154+70.34 154+38.34 724.08 724.71 - 1-09 125.35 0-05 VD,' 1-09 UN HT= 1-0Y RT CT 1-09 725.40 VP= 0-05 ON 0-00 ,(1 IIURIZ CURVE D 10-14 RI R= 1494,50' L= 266.74' T= 133.73' HP- :0-15 111 725.40 725.10 725.10. 725.40 0-00 IyJ ( VP-. 0-56 UN 725.40- • • 0-56 VD= 1-00 DN VP = "0-04 ON. 724.88 . 1-00 724.32- BEAU UP SLIT PIPE HORI2 READ UP TURN op PULL SLOPE ELEV JT. NO. & DESCRIPTION NO LENGTH LENGTH STATION PLAN DEG -MIN DEG- 1NV • BELL END NOTES- MIN . :SYM: REVISION :DAEE:BY:Ci(K: PROJECT TITLE:. . ALLIANCE AIRPORT CONT. 2 . FURT'tWORTH, TEXAS : J.L. BERTRAM ('ROf 11.E DA1 E : US-AUG-BEI PROJECT NO : 55-UA-5824 PROJECT ENG : BR1AN AVERY SNEEI NU 1-5 - CON' T ON PAGE L-7 U N I T E.I) C O N C R E T E PIPE it I 9$t9.00 JTI 77 78 1 2 36" STD 64.00 63.96 J10 76 1 1 36" STD 32.00 31.98 JTI 75 1 1 36" STD JTI 70 71 72 73 74 1 5 36" STO JTI 69 1 36" STD • JTI 68-DV 1 3, 1 36" BEV . SPIG BEVEL 1 JTI 67-UV 1 3 1 36" BEV SPIG OEVEL ( 1-00) 163+65.83 163+01.87 VPI= 163+00.00 162+69.09 - 2--00 VP= 0-09 11N 1-52 VD= 0-09 UN 32.00 31.98 - 1-51 162+•37.91 160.00 159.90 160+78.01 32.00 31.79 160+46.02 - 121a 31.00 31.96 121D 32.00 31.95 N.," -- -- �C, Jr.! 66-UV 1 3 1 36" BEV v', SPIG BEVEL ( 1-00) 1210 32.00 31.95 J1I 65-BV 1 3 1 36" BEV SPIG BEVEL ( 1-00) - JTI 64-BV 1 3 1 36" BEV SPIG BEVEL ( 1-00) CON'T FROM PAVE L-5 • C P S NO L SALES JI ITEM 1210 32.00 31.97 1'Llo 32.00; 31.97 EC= 160+36.41 160+14.06 159+82.11 • 1•.0 VPI= 159+60.00 Z 159+50.17 4.14 . rGC - 159+18.20•-) 158+86.23 READ -UP J1, N0. 8 DESCRIPTION SIIT PIPE 110R12 NO LENGTH LENGTH REAU UP STATION DELL ENO 9 PLAN 709.30 711.53 712.57 • 713.61 • 710.78 719.82 11T = 1-10 UT • 720.85 - 1-51 HP 1--.33 RI +:T= 1-lti VP 0-13 UN - 1-38 VD. 0-42 UN, ▪ IIP®- 1-14 I(T CT= 1-19 VP= 0-30 ON 1-'09 721.08 722.00-- RT = 1-1,4 RI• 723.44- - 774.08 TURN OR PULL SLOPE ELEV DEG -MIN LILU- 1NV NOTES MIN 4l4 PROFILE :SYM: REVISION :DATE:BY:CHK: PROJECT TITLE: DATE : 08-•AUG-VD • : : ALLIANCE AIRPORT CONT. 2 1'NUJLCT NO - 55-I)A•-5U24 : FORT WORTH, TEXAS • . PROJECT ENG : BR1AN AVERY : : J.L.. BERTRAM - SHEET NO : L-6 CON'T ON PAGE L-8 JTO 91-8V 1 3 1 36" BEV - SPIG BEVEL ( 2-00) UN i f E U CUNCItE T E P I P E JFdf/<° #-I 414.00 VLID 32.00 31.99 JTO 90-8V I 3 1 36" BEV SPIG BEVEL ( 2-00) JTO BY-UV 1 3 1 36" BEV SPIG BEVEL ( 2-00) JTO 88-HV 1 3 1 36" BEV SPIG BEVEL ( 2-00) JT/ 87A8V 1 3 136" BEV SPIG BEVEL ( 1-00) JTO 86 1 36" STU 1210 32.00 32.03 WAD 32.00 32.03 VW' 32.00 31.95 ,32.00 31.94 32.00 -31.97 JTO 85. a 1 1 36" STD JTO 81 82 83' 84 •4 36" STD 32.00 31.96 12H.00 127.84 JT3 B0. 1 36" STD JTO 79 1 • 1 36" S'ID 32.00 31.97 32.00 31.98 CON'T FROM PAGE L-6 C P 5 NO L SALES. JT. ITEM READ UP JT . NO'. & DESCRIPTION :SYM: . : FORT -NORTH, TEXAS • . J.L. BERTRAM 16'7481.4E1 167449.49 167+17:46 c=J tJ VPI= 167+00.00, v 166+85.43 166453.48 166+21.54 111= 1-32 RI 693.46 IHT= 1-32 RT 623.6:J U'f= 1-32 RP CT- 1-53 VP 1706 UP VD= 2-24 111' IIT= 1-32 RT CT= 2--01 VT= 1-18 UP 1.11= 1-32 R1. - 0-19 - 1-24 - 2-43 693.01- 694:59 696.10 117 1-25 It'1 627.61 BC= 1-10R12 CURVE 166+01.85 0= 23-34 RT R= 1194.50' L= 491.34' I. .242.19' 1.65+09.57 1V . • 1)P= 0-1/ RT 165+57.61 164+29.77 ( VP= 0-03 VPI= 164400.00 163+97.81 , VD= 0-42 I1N VP- 0-40 -ON- - 2-43 2-40 - 2-00 163+65.83' • - . . -709.30- 4 69Y.13- 700.64- 706. 69- 709.18 S1TT PIPE NORIZ (FEAO UP TURN OR PULL SLOPE ELEV NO LENGTH LENGTH STATION PLAN UEG-MIN DEG- INV PNU11L BELL END 'NOTES MIN REVISION' :DATE:BY:CIIK: PROJECT TITLE: . ALLIANCE AIRPORT CONT. 2 DATE :- 08-AUG-88 PROJECT NO . 55--DA-5824 PROJECT ENG : BRIAN AVERRY . SHEET NU : L-7 0 CON'T ON PAGE L-9 J11 100-BV 1 36" BEV SPIG BEVEL ( JTI 99-8V • 1 3 1 96" BEV SPIG DEYEL ( 2-00) JT! 90-BV I 3 1:36" BEV, 121 32.00 .31.97 - Z - 1-01 SPIG REVEL ( 2-00) a HT... I-32 RT .. 169+73-.41. . -CT= 1-35• - ------ JTA 97-BV VP 0-25 ON 1 3 1 36" BEV 121 32.00 31.98 - - 0-36 SPIG BEVEL ( 2-00) UNITED CONCRETE PIPE 266 00 Ill 32.00 31.9U 121 32.00 31.98 VP1= 171+00.00 EC= - 170+93.19 170437.36 170405.38 VF I / 60 VO= 0-20 IJI' FIT= 1-29 RT. C1= 1-29 ----.... VI' 0-01 11P - 1-01 •HT= ,1-32 R1- H1= 1-32 - 6Y1.69• VHI= . 169460.00 U VO= 0-43 ON IF _ 11f= 1-32 RT 169+41.43 CT= 1-34 JT3 96-UV VP 0-18 DN- 1 3 1 -36" BEV %2.1n 32.00 31.99 c1, - 0-1P SPIG BEVEL ( 2-00) - JTI! 95-UV M 1 3 1 36" 'BEV SPIG BEVEL ( 2-00) • 1210 JT/ 94-8V 1 3 1 36" BEV - • SPIG BEVEL ( 2-00) 32.00 31.99 1210 32.00 31.5+9 JTP 93-8V 1 3 1 36" BEV • 121R 32.00 31.99 SPIG-BEVEL ( 2-00) JTO 92-8V 1 3 1 36" BEV SPIG BEVEL ( 2-00) CON'T FROM PAGE L-7 C P S.NO L SALES JT ITEM READ UP JT. NO. &DESCRIPTION :SYM: REVISION 12.10 32.00 31.99 169+09.44 =: d 168+77.45 168;45. 46 168+13.47 167+81.48 692.60- HU= 1-3Z Rt. 692.77- • 111=. 1-32 Pr- 692.94 - HT= 1-3Z R1- • 693. 12- HT= 1-3Z PT- - 653.29. 693.46. . SW PIPE H1J111Z HEAD UP • TURN OR PULL SLOPE ELLV NO LENGTH LENGTH S1ATI0N PLAN DEG -MIN DEG- INV 1'RUIILL DELL ENO NOTES MIN :DATE:UY:CIIK: PROJECT .TITLE: ' . : ALLIANCE AIRPORT CONT. 2 . : FORT WORTH, TEXAS • . : J.L. BERTRAM HATE : 08-AUIJ-88 PROJECT NO : 55-0A-51124 • PROJECT ENG : BRIAN AVERY SHEET NO : L-8 UNITED CONCRETE PIPE • CON'T ON PAGE L-10 4.1 1144,0.0 JTI 142 1 1 36" STD JTI 139 140 141 1 3 36" SFD JTI 138 P 'r4F�� �.ti't �'�I ;.y-.:; 1 1 36" STD 1 36' STD JTI 137, •r)'''(r1grP ('• {i �i,n. e,. ;'•, v JTI 136 - - - 1rAf L,. , 1 1 36" STD - 32.00 32.00 F, 181i-89.34 . "ti ` :` .:1-'1 JTI 131 132 133 134 135 :,p •-:f` \ 1 5 36" STD 160.00 160.00' ,` --•--• - 180+29.34 0` JTI- 124 125 -126 - 127 128 129 130 1 7 36" STU - '224.00 224.00 1-', P''%:r•. •-r,�::i y_r - _ 178+05.34 1%+� '"C''+ h}tissTt +� F) e J11 117 118 • 119 120 121 122 123 -.e:r,.. t 1 7 36" STU -224.00 224.00 V -- 175+81.34 s+,,,, %`'•zi t") is ' ` " - 'c ' 1 J T ! 110 1 1 1 112 113 114 - 115 116 • -1 7 36" STD 224.00 224.00 Na rr,- 173+57.34 JTI 103 104 105 106 107- 108 109, - 1 7 36" STD 224.00 224.00 171+33.34 BC= 110RIZ CURVE 184+44.76 D= 14-27 LT It= 1205.50' L. 304.10' T=• 152.06' 184+-13.36 675.48 32.00 32.00 183+81.37 • 675.64- 96.00 96.00 182+85.36 476.12 32.00 32.01 - 0-17 102+53.36 - VP= 0-06 UP 676.28- 32.00 32.02 VPI= 182+30.00 :182+21.34 JTI 102 1 1 36" STD 3 • JTI 101-BV 1 36" BEV SPIG BEVEL < 1-00) C0N'T FROM PAGE L-8 112.1B. 32.00 32.03 32.00 31.97 171+01'. 31 170+69.34 C P 5 NU REAU UP L SALES JT JT. N0. 8 DESCRIPTION ITEM :SYM: REVISION SHT PIPE =NORIZ NO LENG1H-LENGTH REAU UP STATION _ BELL ENO VD= 0-24 UP VP= 0-18.UP. 11P 0-26 RT CP 0-32 VP 0-19 UP 9 0-23 0-41 - 0-41 1-01 676.50 - 676. 89-. 678.82- - 681.51- - 684.21- • 686.91- 689.60 689.98- 690.55- TURN OR PULL SLOPE ELEV PLAN DEG, -MIN DEG- INV PROFILE NOTES MIN :DATE:BY:CH : PROJECT TITLE: DATE : 08-AU0-88 . : ALLIANCE AIRPORT CONT. 2 PROJECT NO : 55I)A-5824 . : FORT WORTH', TEXAS - PRUJECF ENG :•URIAN AVERY 1 : J.L. BERTRAM SHEET NU : L-9 ✓ .-AL f'4 Q CUNT ON PAGE L-IL UNITED C O N C R •E T E PIPE 41: 35z,00 0 JTI 153-BV 0 1 36" BEV - SPIG BEVEL ( 1-00) 1211) 32.00 31.9B Q - JTN 152-BV '1 3 1 36" BEV +. SPIG BEVEL ( 2-00) r'1 JTN 151-BV 1 1 36" BEV SPIG BEVEL ( 2-00)- JTI 150-BV 1 3 1 36" BEV SPIG BEVEL (- 2-00). * JTN 149-BV 1 3 I 36"DEv SPIG BEVEL ( 2-00) In JTI 148-8V ` 1 3 1 36" BEV 'SPIG BEVEL ( 2-00) JTN . 147--BV 1 3 1 36" BEV ' SPIG BEVEL ( 2-00) J JTN 146-BV 1 3 1 36" BEV Cr SPIG BEVEL ( 2-00) 121 32.00 31.99 121 32.00 •31.99 121 32.00 31.99 • Al 32.00 31.99 )21 32.00 31.99 1V 32.00 31.99 ` 121 32.00 31.99 JTN 145-DV 1 3- 1 36" BEV SPIG BEVEL ( 2-00) JTN 144 1 1'36" STD IZ1 32.00 31.99 32.00 32.02 JTN 143 1 36' STD 32.00 32.00 CON'T FROM PAGE,L-.9 C P S N0 L SALES JT ITEM -187+65.29 •' 1 UP- 0-11 LT' EC= 187+48.06 187+33.31 187+01.32 186+69.33 • 186+37.34 - 186+05.35 • 185+73.36 - 185+41 .36 . • 185+09.38 - 184+77.39 184+45.37 - 184+13.36 • defge • 613.72 TIT. 1-19 LT • G73.80 HT- 1-31 LT • 674.04-, HT= 1-31 LI- - 674.20- S HIT'= 1-31 LT- ' 674.36 HT= 1-31 LI - 674.52• I'IT= 1-31 LI - • 674.68 11T= 1-31 LT- - • 674.84- •HT= 1-31 LT- • 675.00- ' 111 . 1-31 'LT- - 675. 16' - 1'IP= 0-47 LT • 675.32- - 675.48. READ UP JT. N0. 5 OE-SCRIPTION SNT 'PIPE HURI2 (READ UP - NU LENGTH LENGTH) STATION . BELL 'END. . TURN OR PULL SLOPE ELEV - PLAN - DEG -MIN DEG- INV I''N8f1LL NU1ES MIN :SYR: REVISION :UATE:BY:CNK: PROJECT TITLE: DATE : 08--AUG-88 . : ALLIANCE AIRPORT CONT. 2 - PROJECT NU : 55-8A-5824 . - . : FORT•WORTH, TEXAS - PROJECT ENG : ORIAN AVERY . - • - : : J.L. BERT1RAM SHLET NO : L-10 UNITED CONCRETE PIPE CUNT UN PAGE L-12 g16.00 191481 .09, 666.91 • ' JTI 166 1 1 36" STD '32.00 31.95 - 3-19 191+49.14 VP 0-15 ON 668.89- JT11 165-BY „ 1 3 1 36" BEV • 121 32.00 31.83 - - 3-05 SPIB BEVEL 1 3-00) • VPI= 191+20.00 VD= 2-55 UN -- 191+17.31 VT 2-40 'DN 670.72- JTI 164 - 1 1 36" STD 32.00 32.00 - 0-25 -- 190+85.31 - 670.95- JTI' 162 163 1 2 36" STD 64.00 64.00 190+21.31 - = 671.40 N J1I 161 ' NI- 1 1 1 36" SID 32.00 32..02 • -- 0-25 189189.29 VP= 016 UP6 -71.63- '- JTI. 160 - - - - 1 1 36" STD 32.00 32.00 .6, - 0-40 .1 VPI= ' `- 1894130.00 VI)- 0-22 11P - - 189+57.29 - VP= 0-06 UP 672.01- JTI 159 ` l 1 36" STU 32.00 32.00 - 0-47 • -• 189+25.29 .672.45- 1-4 -- JT10 158 1 1 36" STD 32.00 32.00 • 1-'0-47 __. 188+93.29 VP= 0-08 DN 612.08- JTI 157 . 1 1 36" STD 32.00 32.00 - 0-30 VPI= 188+70.00 VO=- 0-30 UN -- --- - 188+61.30 VP= 0-21 ON 673.24• JTI 156 1 1 36" STD - 32.00 32.00 - 0-17 --- -- 188+29.30 - - 673.40- JTI 155 - 1 1 36" STD 32.00 32.00 ' 187+97.30 r - -73.56; JTI 154 6- 1 - 1 36" STD 32.00 32.01 "187+65.29 - 6673.72 C P 5 NO L SAI-E5 JT ITEM :SYM: CON'T FROM PAGE L-10, READ UP JT. ND. S DESCRIPTION 5117 PIPE MURIZ READ 11P TORN OR PULL .•SLOPE -ELEV NO LENG1H LENGTH STATION -PLAN 'DEG -MIN. DEG- ' INV PI'1U11LE BELL ENO NOTES. - 'MIN :UATE:BY:CHK: PROJECT TITLE: UATE : 08-AUO-0O :' ALLIANCE, AIRPORT CONT. 2 - - PROJECT NO-.: 55-0A-51124' . . . : FORT WORTH, TEXAS - PROJECT ENG : BR1AN AVERY : J.L. BERTRAM ,. SHEET NU : L-11 = REVISION • 1 N th v 2 • Z ....2 3 ! 3 I CON'T UN PAGE L-l3 JTi l77-B 30" ELBOW (22-30) UNITE() CONCRETE PIPE 4*I 75.42. *2, 40.16, JT/ "176-S 30" SHT J1# .•1.75-A 3• 1 30"PE X B•ADAPTOR JTi 174-SC ' 2 3 1 30" ROCKWELL S1EEL.000PLING i411-320002-003 2 JFI 192498.09 - 664.32- '1.75_ 1.39 " VPI- -22-30 Ila' 192+96.70 VI= 22-30 ON ------ 665.00 1.52. 1.28 0-00 192495.42 1 665.00 103 5:34 . 5.34 192+90.0B' 115' 2.54 ..-2.54 192-+87.54 • 0.04. 0.04 192+87.50 eJ JTi -173-A - . 4 3 1 30"F X PE ADAN10I1' 115 2.00 2.00• W/ 2" BTO_ +86.50 • 0 -� - 192+85.50 X i` 30" FLANGE BUTTERFLY VALVE 1.00 I'.00 192+04'.50 �0 JT172 A ▪ p 2 3 1 30"S X F AUAPTUR - 1110 5.83 5.83 W/ 24" FU & 24"--X 2" RED OF (TOP/ . 192+78.67 0W - 665.00- JT4 171-5 2 . 3T 1 30" SHT 103 21.94 21.94 • 665.00' JTi 170--R - - •1 , 3 1 36"-S x 30"8 ECC. .RED. 145 2,73 2.73 1924-55.4 FLR STUB OUT 192+54.00 �---. - , .• 664.50• - ., SEE L-.')1 G65.00 665.00 JTi 169-T +B2.50 192+56.73 0- 00 Q -- -- -- -- 192+45.07 VP U-43 UP 664.50 JTi 168-BV 7 1' 3 1 36" BEV SPIG BEVEL ( .3-00) 0U- 665.00- 665.00 JTi 167 1 1 36" STUp- 17.1 32.00 32.04 c^ CON'T_{ROM PAGE L-I1 32.00' ,31.95 VP1= 192420.00 192+13.04 191+81.09 C P. S NO REA° UP. _ SNT PIPE. NURIZ READ UP L SALES JT JT. NO. & DESCRIPTION NO LENGTH LENGTH STATION ITEM • _ ---- --BELL END :SYM:c REVISION :DATE:OY:CNK: PIOJECT TITLE: - : ALLIANCE AIRPORT CONT. 2 FORT WORTH, TEXAS : J.L. BERTRAM 0-43 - Rop D 1 : =i13 'kf) Dui TO W1 VU= 3-19 V7 .'L-36 UP 1 A�In[GSl�x17' - -3-19 PLAN TURN OR PULL •' DEG -MIN NOTES 665.30 666.91 SLOPE ELEV DEG- INV MIN' PROF ILL UAIE : UB-AUG-68 PROJECT NO : 55-0-A-5024 PROJECT .ENG : 'BRIAN AVERY SHEET NO : L-12 UNITED CONCRETE P I P.£ - - CUNT ON PAUE L-14 L= - N 2 420.03 JT#191•-110 ' 2 3 1 30" STD W/ IICD J10 190-I6 2 3 1 30" STD W/ UCB 1lZ 32.00 , 32.00 J1# 389-IIU 2 3 1 30" STD W/. NCB 112 32.00 32.00 197+16.00 196+84.00 196+52.00 U2 32.00 32.00 • 196+20.00 FUTURE J10 188,-NH 2 '3 1 30" STD W/ HCU 11Z 32.00 32.00 195+88.00 JT# -1117-118 2 3' 1 30" STO.W/ I1C8 11Z 34.00 32.00 --- 195+56.00 JT# 106-H8 ID 2 3 1' 30" STD W/ HCH - 1I2., 32:00 32.00 -- 195+24.00 ' J1#185-HU - • v 2 '1 1 30"_ STU W/' NCH , ' 112 32,00 32.00 194+92.00 :JT#-184-118 ri 2 3 I 30" STD W/ HUB 112 32.00 32.00 J 2 3 JT# 183-Hil 1 30" STD W/ HCS JT# 1U2-HD . 2 3 1 30" STU W/ HCB JT# 1131'-118, . 2 3 . 1 30" STD W/ HCH , ry - J1# 180-1-18' '2 3 1 30" STD W/ HCB 2 3 1 JT# . 179-8 . 30" ELBOW (2.2-30> 112 32.00 32.00 112 32.00 32.06 - IIZ 32.00 32.00 I2'a- 32.00 32.00 1.75 '2.00 I16 `a. 3 1 Jr/ 178A-s 30" SWT 2. 1 I Jr1k 177-5 30" S 1T ICI CON.T FROM PAGE-L-12 • CPS- NO L SALES .J7, ITEM :SYM•` 2.28 2.34 'I17' 9,37 - B.ioG Ill 22. /1 20. 9 i 194+28'.00 193.+96.00 193+64.00 1.93+32.00 VPI= 193+30.00 193+27.66- - 14309.00 •'- 192+98.09 READ UP - _•_O SHT PIPE LEN READ ON JT. 14N0. & DESCRIPTION NU LENGTH LENGTH H STATION BELL ENO REVISION :DATE:BY:CHK: PROJECT TITLE: ALLIANCE AIRPORT CONT. FORT WORTH, TEXAS, :•J.L. BERTRAM' 2 NO{iiNPASS FIN'( 651.11• 651.11. 651.11 651.11 651.11- 651.11 651.11- 651.11 • 651.11- PP.50 LF COITRETE ENCASEMENT TO F REC,CEu 54-" s 4 L EL ENCASESIEb1T PIPE TUE TO El-tIncl\IF FILL -HE161-IT 1-37. 50 651.11 - 651.i1- 6.51.11 - 651.11 •0-00 VT = 22-30 UP 651,11 -2,0:00 -22--30 TURN OR PULL SLOPE PLAN DEG -MIN DEG - NOTES MIN •652.08- 664. 32 ELEV INV PROFILE DATE : 08-AUG-88 PROJECT NO : b5-IJA-5824 - PROJECT INC : BRIAN AVERV SHEET NU : L-13 C) COO'T ON PAGE L-15 .0 NATE 0 CONCRETE ,PIPE V. SCIA.a. o BC= 1101212, CURVE 200132.09 U= 23-23 RT ' R= 1294.50' Q l= 528.28' .-,. 4= 267.67' 200+11.31 - 664.13 Hp... 0-12 RT C) 1 Jlt 203 CD 2 1 30" STD 32.00 32.00 ' - 0-34 199+85.31 • ::,,,4 JT. 202 .,.. 0-11 ON 664.45 • ;, • .i---,4 :::.„.. . 0 -.1 '.:,..'.40 , ,.• , : ; ':s.,1: . , 2 1 30" STD 32.00 32.00 - 0-73 VPI= • f''':- '' ' ::'-;`:"T', .;:: ' • •' E5 .199+70.00 199+53.32 - VD=' 0-.22 ON . • VP= 0-10 DN. 664.66; t';.- •;i.: ..' " cl J11 - 201 :--, 2 1 30" STD 32.00 32.00 0-13 ...; • ' 199421.32 - 664:70- '-•;',..' : .,''..('1,' : ' e'. JI41 200 ) 2, I 10" STD 32.00 32.00 ` %/'' •'',.-.- -. :,' . . • •• 198+89.32 - : - • 664:89 . 01 • • • 11Z ' 1 510-1.44, 198+87.80 1 2 3 1 JTO 199-8 1.79 - 1__ 53 • VPI. -• 0-13 r- 30" ELBOW (23-00) 0- VT= 23-01 664.90 . 22-48. <3 -1 1,16+86.14o 663.79 . • ; til J1# ;198 , . _..1 • 2 1 30" STD 32.00 29.50 . ,) 1 n1 5 („4„, 1. 2 3 I J1-11 197-8 2-02, um.' VPI= 22-48 6115 . t 30" ELBOW (23-00) . 120: 1.29 1.54 198155.00. VT. 22-45 UP 651.11 0-00 !...1 198+53.46 651.11; %' JT O I96-S-SP 2 . 3 1 30., SHT SPC al 19.96 19.96 .. •198+33.50 W/ 6' FO (LT) +45.00 fr; J1-1 195-8-118 +1 '.- Ul 21.50.21.50 2 3 1 30" SHT W/ KB00 ▪ 1 JT, 194-H1% . 19.0+12.00 ... • 2 3 1 30" STD W/ HCB ')2. 32.00 32.00 ' - 197+80.00 ,--.. I:7.1 °- JTI 193-H8 2 d3 i 30" STD W/ HCB 02 32.00 32.00 -1Pg 197+48.00 • 2 3 1 30" STD W/ HCB • 02 32.00 32.00 IL. JT. 192-H8 -,--, I.. CON'T FROM PAGE L-I3 197+16.00 651.11 651.11- . 651.11 - 651.11 651.11-i C P S, NO READ UP SflT PIPE HURIZ READ UP TURN UR PULL SLUPE ELEV L SALES JT 'JT. NO. & DESCRIPTION • NO LENCIH.LENGTH STATION - PLAN DEG -MIN DE6- INV ' • PRO' ILL IfEM BELL END • NUTS MIN ' - ==,========= ____=____ . L 1SYM.: _ :REVISION :OATE:BY:CHK: PROJECT TITLE: DATE : 08-AUG-88 •: .: : • : : :,' ALLIANCE AIRPORT CONT. 2 •PROJECT NO :•5'5-QA-5874 ' :-;•' ,. : : : : : : FORT WORTH, TEXAS PROJECT ENG : BRIAN AVERY ) : : : : : : J.L. BERTRAM SHEET.,NO : L-14 - . • ' 7,,,......- --.-...:-...,-, CON'T ON PAGE L-16 U N I T E D CONCRETE P I P E ik2, 32,0. oo JTI 213--1JY 2 3 1 30" BEV SPIG REVEL ( JTI 212-BV 2 3 1 30" BEV SPIG BEVEL ( I-00) 211-0V - 2 3 1 30" BEV SPIG BEVEL ( 1-00) .1D5 32.00 31.99 1D5 32.00 31.99 IDS 32.00- 31..99 JTI 210-DV 2 3 '1 30" BEV p - SPIG-BEVEL ( 1-00) JT/• 20Y-BV 2 3 1 30" BEV- -) SPIG BEVEL ( 1-00) V 30" L- 30i IDS 32.00. 31.99 IDS 32.00 31.99 JTI 208-BV- 2 3 1 30" BEV SPIG BEVEL ( 1-00) JTI 207-BV 2: 3 1 30" BEV SPIG BEVEL ( I-00) JTI 206-BV 2 3 1 30" BEV ' SPIG BEVEL ( 1-00) JTI 205-BV 3 1 30' BEV. SPIG.BEVEL ( 1-'00) JTI 204 2 1 30" STU CON'T FROM PAGE L-14 C P 5 NO L,SALES JT ITEM IDS 32.00 31.99 1D5 32.00 31.99 105 32.00 31.98 ' I05 32.00 31.9B READ UP JT. NO. & DESCRIPTION :SYM: REVISION • 32.00 32.01 VP1= 203+40.00 203+37.20 203+05.21 202+73.22 202+41.23 202+.09.24 201+77.25 200+81.29 VP1= 200+70.00 200+49.32 200+17.31 SHT PIPE, HORIZ N0 LENGTH ,LENGTH READ UP STATION BELL ENO PLAN :DATE:DY:CHK: PROJECT TITLE: . : ALLIANCE AIRPORT CONT. 2 . FUR( WORTH, TEXAS : J.L. BERTRAM VD= 2-16 UN IIT= 1-25 RT CT= 2-30 659.64- V1= 2-03 UN - 0-51 IIT 1-25 Rf• - 660.12 II11-25 R'I • • 660.59 661.06 661.54• 662. 01 - IIT= 1-25 NT- 662.96. 1-25 RT 1-26 0- 10 1)N - 0--41 VU= 0-17 UN HT 1-16 RT CT 1-16 VI'= 0-06 UN 663.43• 663.81- 664, 13- TURN OR PULL SLOPE ELEV DEG -MIN DEG-- INV P0I11 ILL -NOTES MIN DATE : 08-AUG-BB PRUJEC1 NO --55-IJA-5824 PROJECT ENG : BRIAN AVERY SKEET NO : L-15 ;A. CON'T ON PAGE L-17 UNITED ==C-CONCRETE PIPE *Z. 32.0.oa J14 223 2 1 30" 510 JTB 222 2, 1 30" S1D JTB 221 2- . 1 30" STD . JTi 220-UV 2 j 1.30" BEV SPIG BEVEL (••1-00) .JTP 219-BV 3 1 30" BEV SPIG BEVEL ( 3-00) VPI= 206460.00 206+56.85 • VD= -VT 1-55 UN 1-43 ON- 32.00. 31.98 • - 1-55 ---•__ - 206+24.87 - 32.00 31.9U 205492.89 32:00 32.00 105 -32.00 31.97 JT# 218-SP -J 2 3 1 30" SPC-W/ 6". FO (LT) SPIG BEVEL ( -3-00) M JTI 217-UV 2 3 1 30" BEV 2051.60.89 HP 0-41 RT -- 65 7. 89 656.83 • 615. 6 654.70- -HT= 1-25 RT ---653.63 105 32.00 32.01 1'-55 W - HT= 1-25 RT 204+96.91 7 - -C:T= • 2-46 652.56- _ a VT= 2-22 OP- IOc 32.00 32.04 M - 0-27 SPIG BEVEL ( •1-00) :JTI 216-8V 2- 3 1.30" BEV SPIG BEVEL ( 1-00) 1OS. 32.00 31.94 105 32-00. 31.94 JT6 215-BV 2 3 1 30" BEV SPIG BEVEL (. 1-00) 105 32.00 31.93 Jlf 214-UV 2. 3- 1 30" BEV 105 32.00 31.87 SPIG BEVEL ( '2-00) C P S NO L SALES JI ITEM CON'T FROM PAGE L-15 READ UP JT. NU. 8 DESCRIPTION • REVIS •EC= 205+60.37 205+28.927 • 4-80.00 VP1= 204480.00 204+64,88 204+32.94 .204+01.00 203+69.07- 203+37.20 - VOF 5-01 UP HT= 1-25 RT (� .CT = 3-00 • 652.82-: VT= 2--39 TIP - 3-06 •111= 1-25 RT'- -- 654.55 - TIT=' 1-211 RT- • 656.29- :TIT= 1-25 .CT = 1-25 VI' 0-,12 RT ON .-• 2-54 456.02- - 659.64- I SHT PIPE HURIZ REAO UP TURN OR PULL- SLOPE ELEV NO :LENGTH LENGTH STATION PLAN -DEG-MIN DEG- 1NV PROFILE BELL ENO NU1ES MIN ON - :DATE:BY:CHK: PROJECT TI'1LE: : ALLIANCE AIRPORT CONT. 2 . FORT WORTH, TEXAS, " : J.L. BERTRAM- DATE : 08-AUG-80 . PNUJECT Nu : 1,5-0A-5824 PROJECT ENG : BRIAN AVERY • 'SHEET Nu : L-16 - _ CON'T0N PAGE •L-18 • UNITED CONCRETE PIPE Jf=�/C0 #2,730.03 JTf 247, 2 1 30" STD JTf 246 2 l 30" STD VP1=. 214+10.00 213+87:38 VD.' 0-34 ON VP= 0-10 UN - 651.50 32.00 32.01 - 1-01 213455.37 -HI'= .0-42"RI 652.0/- IIU= 1-38'1+1. HP= 0-56.141652.63 • 653.20- 32.00 32.01 .JTI 245 L 1 30" STU 32.00 31.99 JTI 2h4 ' 2 1 30" STD 32.00 31.94 11 - JTI 237- 230 239 240 241 242 243 2 7 30" STD 224.00 223.93 U JTI 236 - 2 1 30" STD - 32.00 32.00 - 11P1= 213+37.14 213+23.36 212+91.36 212+59.38 210+35.45 VPI= O 210+20.00 J JTf 235 VI)= 1--01 ON M • 210+03.46 °VP= 0-`LY UN _- --• . 2 1-30" STD . - • 32.00 32.00 0-00 209+71:46 •. cfl2 2-30" ST03 234 KELIER- IlA41ET'la - 653.76- - I-01 VP- 0-31 DN 657.73 0-24 2 3 . I JTI 232-8 30" ELBOW (90-00) loi JTf 231-5 2 3. 1 30" SHT JTf 225 226 .227 228 229 230 2 6 30" ST0 64.00 64.00 FUTURE ' 209+07.46 7.39 7.39 HPI= 209+00.08 - 7.16 7.16 In 12.13 12.13 192.00 192.00 JTI 224-BV 2 3 130" BEV SPIG HEVEL ( 2-00) 1 MS 32.00 31.95 CON'T FROM PAGE L-16 =_ __ _______ _____ C P' S N0 • READ UP L SALES•JT JT. N0. & .DESCRIPTION ITEM :SYM: 208+92.92 208180.10 2061E18.80 206+56:135 W HT= 90-00 LT 658. 00- 65H.00- 650.00 658. 00 -- 658.00- 658.00 0-00 -VP 0-12 ON 660.00 0-12 SHT PIPE HORIZ READ UP [URN (11T PULL SLOPE ELEV N0 , LENGTH LENGTH STATION PLAN DEG -MIN .DEC- INV BELL END NOTES' MIN PROJECT TITLE: DATE : 08-AUG-BB ALLIANCE AIRPORT CONT. 2 PRUJLCT N(1 : 55--DA-5021 FDOr WORTH, TEXAS PROJECT ENG : BIRIAN AVERY : J.L. UERTRAM r SHLET NO : L-17 REVISION. :OATE:BY:CHK: PROPILE ? : ' • 32,00 32.04 JTB 258 259 260 261 . JTB 253 2 1 30" STD 32.00 31.99 J1B 249 250 251 252 2 4 30" STD_ 128.00 127.96 JTB 248 2 1 30" STD C P S NO- L SALES JT ITEM CON'l FROM PAGE L-17 READ UP JT. NO. 8 DESCRIPTION :SYM: REVISION 32.00 31.99' •. l CON'r ON PAGE L-l9 U N-I T E D C U.N C R£ T E PIPE 6zda JTB 267-5 3 1 30" SOT JTf 265 266 2 2 30" SID i.. 104 12.12 12.12 64.00 -64.00 J14 264 2 1 30". STD JTA 743 7 2 1 30" STD JTB 262 I' 2 1 30" STU • 2 • 4 30" S1D can 2 JTB 257 30" STU 32.00 32.05 220+07.31 219495.19 219+31.19 218+99.15 VPI= 218480.00 218+67.10 32.00 31.98 218+35.11 128.00 127.92 32.00 31.97 JTB 254 ' M 2 --- 1 30" ST D 2 JTB 255- 1 30" STU VP= 0-45 VD= 1-52 UP •vp.- 1-0/ UP- eigo • 433.50. • 633.58- 633.98 - 0-21 --........, 434.18. - 1-06 2-14 G34. 80' 636.05 - 2-14 217+07.20 ~--. VP= 0-06 UP 641.03 5 VPI= 216+90.00 e VD= 0-13 UP 216+75.23 VP. 0-07 UP . - 2-20 '32.00 31.97 - 2-27 216+43.26 • 32'.00 31.97 216+11.29 -VP= 0-01 ON. - 2-27 JTB 254 - 2 1 30" STU 32.00 31.97. - 2-26 VPI= 215+80.00 VD= 0-52 DN - - 215+79.32 •. -VP= 0-51 ON• - 215+47.33, 214+19.37 213+87.38 SHT PIPE HORIZ READ UP NO LENGTH LENGTH STATION BELL ENU :UATE:8Y:CI4K: PROJECT TITLE: . : ALLIANCE AIRPORT CONT. 2 : FORT WORTH, TEXAS : J.L. BERTRAM PLAN ' :VP= 0-24 ON- - 1-35 1-3:i 642.33• 643.70• 645.06• 444.44. 647.30. 650.84 651.50 TURN OR PULL SLOPE ELEV DEG -MIN • UEG-. INV. NOTES MIN PROFILE DATE : 08-AUG-88 PROJECT NO . 55-0A-5824 PROJECT ENG : BRIAN AVERY SHEET NO : L-18 • • ea 0 0 0 0 CON'T ON PAGE L-20 .0 N I T E D CONCRETE PIPE • �, •igz33 2 3 1 JTi 279•-0 30" ELBOW (11--001 - JTO 278-5 1 2 3 1 30" SPIT - QJT! 277 2 1 30" -STD v2 3 1 JTa 276-6 30" ELBOW (12-00) '`1 JT# 275-S-SP ,12 3 1 30" SHT SPC W/ 6" TO (RT.) JTI 274-5,-RB ' 2 3 1 30" SnTr. w/ Hc6 JT6 273--410 t 2- 3 1 30" STD W/ IICB • JTA-212-118 f• q,2 3 1 30" Si D W/ HCB HP1= 222+19.87 221+97.93 1.06 .0.93 VPI= 221+97.00' 0.83 0.69 111 6.93 6.79 32.00 31.35 1.07. 11$ ' 1.17. 0.84 0.97 In 12.53 12.53 111 27.32 27.32 112 32.00 32.00 I22 32.00 32.00 1 2 3 I JTe 271-8 30" ELBOW (11-00) C JT/ 270-S 2 3 1 30" SHT JT3 249 2 1 30 STD 1.06 HY, - 1.18 0.83 0.94 111 10.01 9.81 32.00 31.36 O 2 2 1 JTa 248--8 30". ELBOW (11-00) 221+96.31 HD= 1-50 :L1' V..- 0- 35 LT 0-11 VT= 11-24 UN 11-35 633.00 633.00 632.84 221+89.52 , 631.41 '221+58.17 VPI= 221+57.00 221+56.03 +47.00 221+43.50 221+16.18 220184.18 N 220+52.18' VPI= 220+51.00 pppp{{{{ 220+50.06 .0 220+40.25 111q, 1.04 .0.90 VPI= 220+08.00 220+07.31 0.81 0.69 CON'1 FROM PAGE L-18 C P 8 NO READ UP L SALES J1JT. NO. 8 DESCRIPTION ITEM :SYM: REVISION 220+08.89 625.04- 11-35 VT= 11-35 UP -----'- 624.80 �- +42.50 624 .-80, 0-00 - 624.80- 424.80- 624.80 . 624.80- 0-00 VT=' 11--26 UV ------ 624.80 -11-26 G'L4 . 99- -11-26 VT= 11-05 ON--•---- 0- 21 SIIT PIPE HORI2 REAU.UP - NO LENGTH LENGTH STATION PLAN' BELL END :DATE:BY:CIIK: PROJECT TITLE: . : ALLIANCE'AIRPORT CONT. 2 : FORT WORTH, TEXAS : J.L. BERTRAM 424.90- / 433.32• jj`gf 433.50 + f 633.50- TURN OR.PULL SLOPE ELEV ,.DEG -MIN DEG- INV PROFILE NOTES MIN OAIE •08-AUG-80 PROJECT NO : 55-0A-5824 PROJECT ENG BR[AN AVERY SHEET NU L-1Y = UNITED CONCRETE PIPE CON'T ON PAGE L-21 J18 296 . 1 30"-STD 544.00 32.00 31.94 1 30" STD 32.00 . 31.94 J.T# • 294 2 1 30" STD JT1< 293 2 1 30" STD 0 JT! 292 2 1 30".STD Jli 289 290 291 - 2 3 30" STD 4 __ m,-# JT/ 288 2 • '1 30" STD 32.-00 31.95 VPI= 227+50.00 227+41.72 227+09:78 226+77.84 226+45.09 VU= 1-03 ON VP- 0-46 UN VP. 0-17 UP 3-34 3-34 32.00 32.01 3-17 226+20.00 • 226+13.89 32.00 31.98 96.00 95.94 32.00 32.03 Jid 287 2 :1 30" STD J1A 28.6 2 1 30" S1D J1I< 282 283 284 285 2 4 30" STD 32.00 32.04 32.00 32.00 128.00 128.00 JTA 281 2 1 30" STD -JTI 280 2 1 30" S10 32.00 32.00 . CON'T FROM PAGE L-19, 32.00 31.98 647.88 645.89 643.90 641.91 VD. 1-30 OP VP= 1-13 UP ----- - 640.00• 2-04 225+81.91 .638.92 224+85.97 C 635.44 L 2-04 224+53.94 d VP= 1-04 UP -- 634.30 1-00 • VPI= 224+40.00 0#tVI) 1-53 1)P 224+21.91 �J1 VP- 0-49 UP ' 633.74 IJ,J 0- 1 1 223+89.91 - 633.63 222+61.91 w- . 633.21 • 222+29.93 }- 111 1-15 LT 633.11 221+97.93 • I�If ' 633.00 Fefgo C P 9 NU READ UP BHT PIPE HDR1'Z READ UP ., TURN 0R PULL SLOPE ELEV L SALES JT JT. NO. & DESCRIPTION NO LENGTH LENGTH STATION PLAN DEG -MIN . DEG- INV PROFILE ITEM - DELL ENO - NOTES MIN :SYM: REV,IS103 :UATE:BY:CHK: PROJECT TITLE: . : ALLIANCE AIRPORT CONT. 2 FORT WORTH, TEXAS J.L. BERTRAM DATE_ : OS-AUG-88 PROJECT NO . 55-DA-5824 PROJECT ENG : BRIAN AVERY SHEET NU : L-20 UNITED C U N .0 R E: •T .E PIPE CON'T ON PAGE L-22 ' JTi 316 2 1 30" STD #2 &4D.Oo J1i 312 313 314 315 'L 4 30" STD JTO 311-SP 2 3 1 30" SPC W/"24" FO 8 24" X REO BF (TOP). N. 2 A, JT! 307 308 309 310 4 30" 'STD 32.00 32.00 128.00 128.00 VPI 234400.00 233481.56 233+49.56 232+21.56 • 111i 32:00 32.00 �Ji+17.00 231+89.56 ' J1+ 306 1 30" STD J1/• 305 1 30" STD 128.00 128.00 230+61.56 VD= 0-52 UN VP= 9-22 ON ------- 61i6.H0 . 0-00, • 656.80 . • 656.80• 6''06.80 0-00 VP=. 0-58 DN 656.80 32.00. 32.00 0-58 32.00 31,99 JTN 303 304 2 130" STD 64.00 63.98 2' :JTA 362 1 30" STD JTI 301 2 1 30" S10 JT4 299 300 2 2 30" STD JTO , 298 2 1 30" S1D JT®' 297 2 1 30' STD CON'T FROM PAGE L-20 C P ,. S NO READ OP L SALES Ji' JT. N0._8 DESCRIPTION ITEM - REVISION 32.00' 31.99 32.00 31.9P 64.00 63.98 32.00 -31.97 32.00 31.96, VP1= 230+60.00- '230+29.57 229+97:58 .229+33.60 VP1= 229430.00 '2294-01.62 • 228+69.63 228+05.65 VP1= 228.400.00 227+73,.68 2274.41 .72 VI)' 1-01 UN VP- 0-03 UN 1-01 • 656.26 65.70 1-01 VP= 0-37 UN 654.56 VD= 0-42 -D.N VP- .0-05 ON VP= 0-40_DN VD= 0-48 ON VP 9-25 ON 1-43 1-43 2-23 2-411 653.65 ' 652.69 650.77 649.44 -. 647.88 SIIT. 'PIPE 110RI2 READ UP - TORN 913 'PULL SLOPE EI.EV N0 LENGTH LENG•TII STATION PLAN DEG -MIN- DEU- INV BELL END NOTES MIN :DATE:BY:CIIK: PROJECT TITLE: : ALLIANCE AIRPORT CONT. 2 . : FORT WORTW,.TEXAS, . J.L. BERTRAM PROFILE DATE :.08-AUG-88 I-'NOJECI NU : :45-DA-5824 _PROJECT ENG : BR1AN AVERY SHEET NO : L'-21 U Q CON T ON PAGE L-23 0 • U N I T E D' C O N C R E T E PIPE 3 z 4GO.00 ] 0 - VP1= 243+50.00 VD= 0-20 UP J1'f 346 2 1 30" STD JTf 340 341 .342 343 344 345 2. '6-30" STD 243+41.39 VP= 0-15.11P 640.77 32.00 '32.00 192.00 192.00 JTf 333 334 335 336 337 338 '339 2 7 30" STD JTf 332-UV 2 3 1 30"-BEV • SPIG BEVEL 4 1-00) JTf 331 2 '- 1 30" STD k 224.00 224.00 LIDS 32.00 32.02 JTf 330 1 30" STD 32.00. 31.98 32.00 31.98 JTf 324 325 326 327 328 329 6 30" STD JTf 323 1 30" STD JTf 322 2. 1 30" STD 243+09.39 241+17.39 238+93.39 238+61.37 X VPI= 238+60.00 238+29.39 w 192.00 191.88 236+05.52 237+97.41 32.00 31.99 - CPI. • -235+83.48 32.00 32 00 JTf 318 319 320 321 2 4 30" STU JTO 317 2 1 30" STD C P S NO L SALES JT ITEM CUNT fRON PAGE L-21 READ UP JT. N0. 8 DESCRIPTION :SYM:. REVISION 128.00 128.00 32.00 32.00 235+73.55 235+43.55 >= UTURE 234+13.55 233+81.56 MCG SHT PIPE HORIZ READ UP NO LENGTH LENGTH STATION BELL ENU - 0-27 641 .02- 642.55 644.33 - 0-27 V1 1-27 11P 644.419 - 1-54 VD= . 1-30 111, VP= 0-03 11P - 1-57 1-57 HP= 0-10 LT CP= 0-23 VP= 0-20 ON • • - 1-37 HD= 0-31 LT CO= 1-13 VD= 1-06 ON TIP= 0-22 LT CP= 0-50 VI'= 0-46 ON - 0-52 N. RNEW]E DR PLAN -VP- 0-30 ON :DATE:BY:CHK: PROJECT TITLE: : ALLIANCE AIRPORT CONI-. 2 . : FORT WORTH, TEXAS - : J.L. BERTRAM • • 0-52. 0-22 645..65 • 646.74 453.30 654.20, 654.68• ' 656.60 656.00- IlD TURN 012 PULL SLOPE ELEV DEG -MIN DEG- INV PRUI ILE NOTES MIN DATE : 08-AUG-88 PRIJJECT ND' : 55-DA-5H24 -PROJECT ENG : 13RIAN AVEIRY SHEET NO : L-22 .+ . CON'T ON PAGE L-24 UNI TE0 CONCRETE- P1PE . =J gI �z z;5s.z1 245+95.53 JP/ 359 n .2 1 30" STD 32.00 31.38 245+64.15 2 3 1 JT# 358-8 1.05 1.15 VPI= 11-19 0 30" ELBOW (11-00) 106 245+63.00 VT= 11-19 UP 0.83 0.95 -0-00 245+62.05 a ' JTi 357-S-SP 2 . 3 1 30" SIIT SPC in 6.05 6.05 W/ 6" FO (RT) +59.00 ',7) 245+56.00 �� 4- 5 634.00 JT.,356 S-IIB I_1 ▪ 2 3 1 30" SHT W/ HCB ID4 .13.83 13.83 • 1.__. 245+42.17 ••--• 634.00 Jig 355-H8 �-� W.12 3 1 30" STD _ W/ NCB .112 32.00 32.00 �. ---• - 245+10.17 •„-.- +10 634.00 - ;2 3, 1 JTi 35A-B 1.05 1.17 VPI= �` 0-00 �,i 30" ELBOW (11-00) • IDS 245+09.00 VT= 11-19 UP ' 634.00 *i....' 0.60 0.7-1 0 245+08.29 ( 1119 634.14 J11 353 - /- 10 2 - 1 30" STD .32.00 31.38 y 01 ------ - 244+76.91 - 640.4.2 1 L 3 l JTi 352 B 1.05 0.91 VPI= l -11 19 • 6 L. 30" ELBOW (11-00) - IDE. 244+76.00 VT= 11-I9 ON ------- 640.60 0.82 0.70 0-00 - -- - 244+75.30 640.60 - JTi 351-S I� 2 3 1 30" SHT 1113 5.93 5.93 -Ir- . -- -- - 244+69.37 640.40 JTi 350 2 1 30" STD 32.00 32.00 - ----• 244+37.37 d 640.60 JTi 349 2 1 30" STD 32.00 32.00 � 0-00 ------ 244+05.37 ' VP= 0.06 UP ------- 640.60 JT/ 348 l- 2 - - 1 30" STD - 32.00 32.00 - 0-06 • 640.51- 634.23 634.00 63.4.00 C P - S- L-SALES ITEM :SYM: :JTi 347 1 30" STD- 32.00 32.00 CON'T FROM PAGE L-22 t NO JT READ UP JT. N0. 8 DESCRIPTION SIIT PIPE' HORIZ N0 -LENGTH LENGTH VPI= 244+00.00 243+73.38 243+41.39 READ UP STATION BELL ENO -90= 0-07 UP VP. 0-07 UP - - 0-13 640.65 640.7/ • TURN OR:PULL SLOPE ELEV PLAN OEG-MIN DEG- INV NUIES - MIN - REVISION - :DAfE:BY:CHK: PROJECT TITLE: • : ALLIANCE AIRPORT CONT. 2 - FORT WORTH, TEXAS : J.L. BERTRAM PROFILE ILE DATE : 08-AU8•-88 I'ROJLCI NO : 55-0A-58.24 PROJECT ENG : BRLAN AVEIRY SIILE'1 NO : L-23 t 1 • 0 UN I T CONCRETE PIPE JF: 41(0 -- CONT ON PAGE L-25 JT1 376 0 2 1 30" STD 0, • JTF .375 1 30" STU 251+10.82 0-32 RT- (.47.00. 32.00 32.00 HPI= 250+97.63 32:00 32.00 JTO 374 1 30" STD 32.00 32.00 JTF 373-8V 2 3 (30" BEV SPIti BEVEL ( 2700) JIf 372 2 - 1 30" STD In 32.00 31.95 J10 371 -2 1 30- STD JIF 370-UV 2 3 1 30" BEV SPIG BEVEL 2-00) 32.00 31.98 32.00 31.99 250+78.02 250+46.82 250+14.02 VPIF 249490.00 249+82.80 249+50.90 249+18.91 KELLER - HASLET H8= 0-54 PT 11P 0'22 RT-. -VP 0-30 DN. VD. VT • 2-14 DN 1-44 ON VP 0-11 UP 0-00 0-30 2-14 2-14 IDS 32.00 32.01 2-03 vPIF- 647.00 641.00 647.00 646.72 645.47- 644.23 248+86.90 VT 1-38 UP 240+90.00 VD= 1-49 OP 443.00. JTO 369 '1 30" STD 32.00 32.00 IL 0-20 248+54.90 642.05 JTI 368 2 1 30" STD 32.00 32.00. 248+22.90 -77 642.62 . . ‘...- JT, 361 362 363 364 365 366 367. I 2 7 30" STD 224.00 224.00 245+98.90 641.01- 2 1 JTJ 360-8 1.02 0.91 VPI. 0-25 30" ELBOW (11-00) 111X0 2.64 2.47 245+98.00 VI 10. 54 DN 641.00 - 11-19 245+95.53 640.51- 1 CuN'I rI40M PAGE L-23 . \ C P S NU L SALES J1 ITEM :SYM: : - REAL) UP Ji. NO. & DESCRIPTION • CC...= .REVISION SHT PIPE HORIZ NO LENGTH LENGTH READ UP STATION - .PLAN BELL END TURN OR. PULL SLOPE ELLV DEG -MIN DEG- 110 NOTES - MIN :VATE:8Y:CHK: PROJECT TITLE: ALLIANCE AIRPORT CONT. 2 -FLIRT 1.1(.112T14, TEXAS J.L. BERTRAM PROVILE DATE : 08-AUG-88 _PROJECT NO : 55-33A-5824 PROJECT ENG : BRIAN AVERY . SHEET NU : L-24 O CON'T ON PAGE L-26 0 o JT! 395 1 30" STD U N I T E'0 CONCRETE PIPE 41Cp z 4,00.00 32.00 32.04 JTI 394 1 30" STD 32.00 '32.00 JTI 38S 389 390 391 392 393 2 6 30' STD 192.00 192.00 • JTb 387 1 2 1 30" SID 32.00 32.02 0-53 --- 254+30.74 0 VP= 0-25 Up 641.98 JTIF 386 2 1 30" STU •. 32.00 32.03 - - 1-18 VPI= ''..1` _-254416.00 J VD 1-11 UP 253+98.71 - VP= 0-46 UP 642.71- JT! 385 , 2 ' 1 30" STD - 32.00 31'.98 1 - 2-04 - 253+66.73 V 643:86- JTb- 383 384 II i 2 2 30" STD 64.00 63.96 J 2-04 .I - - -- 253+02.77 Y •VP 0-36 ON 646.18- JT4382-BV 2 I 30" HEV 105 32.00 31-.94 - -- 1-2Y SPIG BEVEL ( 1-00) - O , VP1= .� 252+80.00 VD= 2--04 UN 252+7U.83 VT 1-29 ON 64.1.00 JTI 381 • LL 2 1 30" STD 32.00 32.00 0-00 252+38.83 647.00- JI! 379 380 2 2 30" STD 64.00 64.00 • 2511.74.83 _c. - • 647.00 257+18.79 VPI= 256+90.00 256+86.74 256+54.76 254+62.76 ••VP= 0-05 UP ------- 638.00- VD= 0-53 UP VP= 0-47 UP - 0-05 0-53 638.05• 638.54 - 641.4Y JT! 37H-SP - . 2 3 1 30 SPC W/ 24" PO & 24" X 2" RE U OF (TOP) 111• 32.00 32.00 JT1' 377 2 1 30" STD 32.00 32.01 CON'T FROM -PAGE 1-24 +Ci0.00� 251+42.83 251+10.82 647.00 647.00 C P 8 ' NO READ UP p SHT PIPE- I1ORIZ REM) UP TURN OR PULL SLOPE ELEV L SALES JT. JT. NO. It DESCRIPTION NO LENGTH LENGTH STATION PLAN DEG -MIN DEG- INV . ITEM DELL ENO NOTES MIN PRUI I LT. :SYM:• REVISI.ON :DATE:DY:C41K: PROJECT TITLE: - OATE 08-AIIG-88 __ _-_: ALLIANCE AIRPORT CONT. 2. PROJECT NO . S5�DA-I,;H24 - : FORT WORTH, TEXAS PROJECT ENG : HRIAN'AVE17Y - : J.L. BERTRAM SHEET NO : L-25 • 6. T' CONT ON PAGE L-27 0 01 UNITEDCONCRETE PIPE '2 S00,33 JT# 414-NB :2 3 1 30" STD W/ NCB JI# 413-118 - 1 2 3 1 30" STD W/ NCB h - JT# 412-HU CZ1 2 3 • 1 30" STD W/ NCB 2 3 1 J7# 411-0 30" ELBOW (11-00) .i JT# 410-S J 2 3 1 30" SNT a 2 PZ2 32.00 32.00 113 32.00 32.00 In 32.00 32.00 1.05 1.17 1�9 0.82 0.93 111 ' 16.10 .15.78 262+26.17 261194.16 261+62.15 261+30.15 VP1= 261+29.00 • 261+28.05 261+12.28 JT# 409 - -- 1 30" STD 32.00 _31.38 260180.90 2 3 1 JT# 408-8 - 1.05 0.90 VPI= 30" ELBOW (11-00) UR 260+80.00 0.82 0.71 - 260+79.29 JT# 407-S 2 3 1 30" SNT Ida 8.49 8.49 260+70.80 JT# 401 402 403 404 405 406 . 6 30" STD 192.00 192.00 - 258+78.80 J1 400 4 2 1 30" STD 32.00 32.01 258+46.80 JIf 399 2 1 307 SID 32.00 32.00 • • 11PI= 258+36.55 JT# 398 2 1 30" STU 32.00 32.00 JI, 396 397 . 2 2 30" STD ' 64.00 64.00 CONT FROM PAGE L-25 C P S NU- READ UP L SALES J1 JT. NO. 8 DESCRIPTION ITEM :SYM: REVISION SILT PIPE HURIZ NO LENGTH LENGTH 258+14.79 257i82.78 257+18.79 READ UP STATION BELL ENO .L+zs.0o �.+ 35•0o 0-00 Aa VT= 11-19 UP - -11-1Y PLAN VT- 11-IY ON NP= •0-15 LT 111J= 0-22 LT AHP= 0-07 LT -11-1Y 0-00 JF414 628.20- 628.20 628.20 628.20- 628.20 620.38 • -631.54 637.82 638.00 638.00 638.00- • 638.00- 638.00- 638.00 638.0U• 0-00 .638.00 TURN OR PULL SLOPE ELEV DEG -MIN DEG- INV.- 1'N(1f1LE NOTES MIN :UATE:BY:CHK: PROJECT TITLE: •- .• • : ALLIANCE AIRPORT CONT. 2 : FORT WORTH, TEXAS . : J.L. BERTTRAM DATE : 08-AUG--88 PROJECT N0 : 55-.UA-5U24 PROJECT ENG : BRIAN AVERY SHEET NO : L-26 0 CON'T ON PAGE L-28 e JTI 43a-H8 2 3 1 30" STD W/ HCB 2 3- 1 30" STD W/ HCB J1a 436-HB 2 / 1 30" STO W/ IICB JT# 435-HB U N I TEO __C=�_Nr===_ FT=E_- IIP E _L==____- #GM.10 112 32.00 32.00 IQ 32.00 32.00 2 3 1 30" STD W/ IICU B2 32.00 32.00 JT# 433-S 3 1 30" SIIT JTO 432 2 1 30" STD 112 32.00 32.00 MI 16.97 16.94 JTa 431 1 30" STD ' 32.00 32.00 32.00 32.00 J10 426 427 428 429 430 2 5 30" STD JT# 419 420 421 422 423 424 425 2 7 30" STD 160.00 160.00 224.00 224.00 268+49.•50 268+17.50 '267+85.50 - ' Ir0 267+53.g0 - 267+21 .50{' . i-22 .5p_ b-1 025 II_ 267+04.51 W. I VP= 0-14 UP Li vPl< Q • 266+90.00 S VU= 0-25 UP 266+72.50 VP= , 0-11 UP 1 0-00 - 266+40.50 w - 637.00- J 264480.51 Y 0-11 262+56.51 L 3 1 JT# 418-8 - --- 1.77 1.51- - VPI= 30" ELBOW (22-30) ll9- 262+55.00 1.54 1.20 262+53.80 JTI 417-S f42 3 1 30" SIIT cr 2 3 1 JTI 416-8 30" ELBOW 122-30) _J JT#- 415-S=SP 2 3 1 30" 5HT SPC W/ 6" FU (OT) .1 CON'T FROM PAGE L-26 C P S NO READ UP - L SALES JT JT. NU. 8 DESCRIPTION ITEM :SYM: REVISION :DATE:BY:CHK: PROJECT .TITLE: : : ALLIANCE AIRPORT..CONT. 2 . : FORT WORTH, TEXAS . .,J.L. BERTRAM 111 11.9 19.47 -17.95 262+35.83 1.77 1.83 VPI= 262+34.00 1.54 1.80 121 6.04 6.04 262+32.20 1.0 +29.00 262+26.17 0-00 VT- 22-44 ON. 22-44 VT= 22-44 UP 22-44 0-00 - 638. 15 637.Y2 637.6Y 'G37.46 637,.2.3 637.10 637.00 637.00 637.00 631.00 636.50- 628.90- -628.20 628.20- 628.20 G SHT PIPE HORIZ READ UPTURN UR PULL SLOPE ELEV NU LENGTH LENGTH STATION PLAN. 01G--M1N ; DEG- INV PI0J 1L.L BELL END NOTES , ' MIN . DATE : 08-AUG-88 PHUJECI NI1 . 65-DA-5824 PROJECT ENS : B111AN AVERY SIIULI NO : L-27 o • Jill 453 S Q 2 1 1 30" SNT �1D3 30.17 30.17 J10 452 - O 2 1 30" STU 32.00 32.00 0-04 VP1= '273+00.00 272+94.50 UNITED ONCRETE E " r CUN'T ON PAGE L-Z9 42- 507.17 JTf 451 1 30" STD 32.00 32.00 2 vi 2 3 JT-1 449 ; -450 2 30" STU JTf 448-SP 1 30" SPC W/ 12" FO (RT) CJ JTf 446 447 2 . 2 30" STU JTf 445-S-I18 -• 2_ . 3. 1 30" SNT W/ IICS -1 J1f - 444-H8 2 3 1 30" STD W/ UC8 Jiff 443-4B vr:'2 3 1 30" STD W/ MCU IUD 32.00 32.00 64.00 64.00 64.00 64.00 10+F 29.00 29.00 113 32.00 32.00 113 32.00 32.00 Jif .442-14. - 2 3 1 30" STO W/ I1C8 , 112 - 32.00 32.00 J1f 441-118 2 3 1 30" SIO W/ MCB- JTf 440--118 2 3 1 30" STD W/ NCB JTf 439-OD 3 1 30" STD W/ IICB U. 32.00 32.00 112 112 JTf ' 430-NH ' 2 3 1-30" STD W/ NCB • • 112 -CON'T FROM PAGE-L-27 C f S NU READ UP 'L SALES J1 JT. N0._&'DESCRIPTION. ITEM • 273+56.66 - - 273+26.5,0- 272+62.50 271+98.50 •- +70 .00 271+66.50,. 271+02.50 z7o+73. 50 270+41.50 270+09.50 269+77.50 - 269+45.50 J x L4. 32.00 32.00 269+13.50 - -DsITERSTIN TE 32.00 32.00 268+81.50 32.00 32.00 268+49.50 - SOT NU PIPE HORIZ LENGTH LENGTH READ UP STATION DELL END -:SYM:• REVISION :DATE:BY:.CIIK: PROJECT TITLE: . . . :'-ALLIANCE:AIRPORT CONT. 2 . :'FORT WORTH, TEXAS . : J.L. BERTRAM - 641.40 0-00 21:VP= 0-04 ON - 641.40 VD- 0-25 ON . VP- 0-20 ON - 641.36 . 0-25 - 641.13- 1 -01, 50 1.-1 P7.21 -35'I •PLAN 640.6/ 440.44- 639.98 639.77 639.54 639.31. - 639.07- 638.04- . 638.61 - 638.38 6311. 15- TURN UR..PULL SLOPE ELEV DEG-M1N DEG- INV NOTES MIN PItlJF IL E DATE : 08-AUG-0H PI+IJJEC1NO. . 55-0A-•5824 PROJECT ENG_-: URIAN AVERY SHEET NU : L-28 DISHED HEAD PLUG W/ STRAPS - . 123 0.00 0.00 _. _. 274+00.00 ' -4' 641.40 JTO .458-SP ' 4-91 :06 ...-.1........", ' 2 •1 30" SPC In' 32.00 32.00 J 3 W/ THRUST RING + - t. cj 8 8".-.FD-W/ 8" X 2" RED, BF --- 273+68.00 641.40 JTA 457-A 2 3 1 30"S X B ADAPTOR 114 2.47 2,47 273+65.53 641.40 2 3 1 30" ROCK WELL STEEL COUPLING 0.04 0.04 , . 1� 1411-320002 003 - ( -r• 273+65.49 Q -• 641,40- • JTt 455-A L 2 3 1 30"F X PE ADAPTOR 115 2.00 2.00 S W/ 2" BTO CON'T ON PAGE L-30' _ U N I T E Di C O N C B E T E PIPE _ _ _, J,,F4110 * * * * * * * * * -* * * * * * * * * * * N 0 T 'E : * BEGIN 30" W.L. TO THE * PROPOSED TANK. RETURN * TO W.L. STA.142+58.55 = * W.L. AO TANK-STA. 0+00 . ( JT. t 13-SP ' ) * * ** CHANGE L A Y I N G_ DIRECTION * ** * * CHANGE LAYING DIRECT I 0 N' **** ----- ===_-_-____==F===. * * * * * * * * * * * * ' * * * * * * _ * * NOTE: * * END THIS SECTION 30" - * * WATER LINE * * * * * * ***,*-•** * * * * * * * ' JTt 459-P 2 3 1 30" JTt 456-SC 30" FLANGE BUTTERFLY VAI'VE 1,00 1.00 HI 454-A �I2 ? 1 30"S X F ADAPTOR - - W/ 24" FO & 24" X 2' RED BF ITOP) IMP 5.83 5.83 L' CON'T FROM PAGE -28. C P S NO READ UP L SALES JT JT: NO. & DESCRIPTION ITEM SHT PIPE- HORIZ N0 •LENGTH LENGTH +64.49 273+63.49 1+1 273+62.49 / 4/9 +60.49 • pL 273+56.66 • r� READ UP. STATION BELL END 0-00 - 64i.40- 641.40. 641.40- PLAN TURN 0R PULL SLOPE ' ELEV ,DEG -MIN DEG- • INV NOTES, MIN PROFILE :SYM: REVISION :OATE:BY:CHK: PROJECT ITITLE:� DATE : 08-AUG-88 : ALLIANCE AIRPORT'CONT. 2 - PROJECT NO : 55-DA-5824 - : FORT WORTH, TEXAS PROJECT ENG BRIAN AVERY J.L'. BERTRAM SHEET N0 : L-29 U N I T E D C O N C R E T E PIPE CON'T ON. PAGE L-31 *++ CHANGE LAVING DIRECTION - = I i* * * * * * * * * * * * * * * * * * * l * N O T E: *` 30" W.L. TO PROPOSED *2 4No.OD + TANK O * * * * * * * * * * * * * IF * * * * * N. r JTY 465-P I U1 2 3 1 30" DISHED HEAD PLUG W/ STRAPS -• 1241 0.00 0.00 ✓ ni - JT! 464-SP 2 3 1 30" SPC 1n 32.00 32.00 Ni, W/ THRUST RING & 6" FO•W/ 6" X * i* * b RED SF (RT) ' JTi 463-A ' 2 3 1 30"PE X B ADAPTOR. JT! 462-SC 2 3 1 30" ROCKWELL STEEL COUPLING - /411-320002-003' 115 2.54 2.54 JTI 461-A 2 3 1 30"F X PE ADAPTOR W/ 2" BTO • 2. I 115 0.04 0.04 2.00 2.00 30" FLANGE BUTTERFLY VALVE 1.00 1.00 JTI 460-A 1 30"S X F ADAPTOR W/ 24" FD & 24` X 2" RED OF (TOP)' I1110 5.83 5.83 30" BELL OUTLET OF 13-SP 3.59 3.59 C0N'T FROM PAGE L-29 CHANGE LAVING D 1 R E C T I O N 0+47.00 +44.00 +31.00 -VP1= 0+31.00. 0+15.00 0+12.46 0+12.42 +11.42 0+10.42 0+09.42 +07.42 0+03.59 •0+00.00 C P 5 NO L SALES JT ITEM READ UP - JT. N0. & DESCRIPTION SHT PIPE HORIZ NO LENGTH LENGTH :SYM: REVISION READ UP STATION' BELL END i 0-00 VP= 0-29-UP - 0-29 VD= 0-58 UP VP= 0-29 UP - 0-58 -' ikETURN TD ' .� 'JT 13- SP - 0_58 19 SP� SEE L- 2 • PLAN 712.80- 713.07- 713.11 713. 11 - 713.15; 713.16 713.26- 713.32 TURN OR PULL SLOPE ELEV DEG -MIN DEG'- INV PROFILE NOTES MIN :DATE:BY:CHK: PROJECT TITLE: : ALLIANCE AIRPORT CONT. 2 - : : FORT WORTH, TEXAS J.L. BERTRAM ' DATE : 08-AUG-88 PROJECT NO : 55-DA-5824 PROJECT ENG : BRIAN AVERY SHEET N0 : L-30 go UNITEDCONCRETE P I P.E ' * * * * * * * * * * * * * * * * * * * NOTE: * * ENO 36" STUB OUT * 4W 68,50 * * * * ,* * * A* • * JTO 473-P 1 3 1 36" DISHED HEAD PLUG W/ STRAPS ' 133 0.00 0.00 JT/ 472-A 1 3 1 36" 5.4 g ADAPTOR W/ THRUST RING • 8 6" FO W/ 6" X 2" RED BF (RT) JTO' 471-A 1 3 1 36"PE X B ADAPTOR 21 12.42 12.42 131 2.54 . 2.54 JTi 470-SC 1 3 1 36" ROCKWELL STEEL COUPLING 0.04 0.04 �( *411-379602-003 1 JTO 469-A 1 3 1 36"F,X PE ADAPTOR 131 2.00 2.00 t w/ 2" BTO 36" FLANGE BUTTERFLY VALVE 1.00 •1.00 JTO 468-A 1 3. 1 36"S'X F ADAPTOR p - W/ 24" FO 8 '24' X RED BF (TOP) v� JT/ 467-S 1 - 3 1 36" SHT 132 5.83 5.83 1Z5 10.98 10.98 JT! 1 1 36" 466 STD • 36" BELL OUTLET JTA 169-T 32.00 32.00 2.69 2.69 * * 4* * • • * * A. * * * * * * * * * NO,TE: * * BEGIN 36" STUB OUT AT * W.L. STA. 192+50 = * + STUB OUT STA. 0+00 ,* * ( JT-9 169-T ) * • * • • • * * * * * * * * * * * * * * CON'T•FROM PAGE L-30 C P S NO READ UP L SALES JT JT. N0. & DESCRIPTION ITEM - SHT PIPE. HORIZ NO LENGTH LENGTH JF4j.G. .0+69.50 ° • 664.50- +66 50 +57.08 0+57.08 0+54.54 0+54,50 +53.50 �Z/Y 0+52.50 0+51.50 +49.50 0+45.67 o� 0+34.69 0+02.69 0+00.00 p h } 16(1 T) "v.ET11RU �0 11a9 T StE L-12 664;50•r • 664.50• • 664.50• - 664.50- - 664.50• 664.50• - 664.50- • 664.50• 664.50 _ READ UP - TURN 0R PULL SLOPE ELEV STATION _ .PLAN DEG-M1N DEG- INV PROFILE BELL END NOTES MIN. :bYM: -:DATE:BY:CHK: PROJECT'ITITLE:' : ALLIANCE,AIRPORT CONT. 2 - : FORT WORTH, TEXAS . . J.L. BER•TRAM ' - REVISION • DATE : 08-AUG-Be PROJECT NO : 55-DA-5824 PROJECT ENG : BRIAN AVERY SHEET NO : L-31 NOTES +_ -1. ALL NOTESANDDETAILS ARE TYPICAL UCP/ SOUTHWEST REGION STANDARDS ANO ARE SUBJECT TO APPROVAL. 2. LINING AND COATING FOR -PLATE FITTINGS + FOR P-303 ; 1/2" MORTAR LINING IN •14" AND 18" PIPE , 3/4" MORTAR LINING IN . 18" AND LARGER PIPE . fOR L-301 3/4" LINING EXCEPT AT ENDS , SEE DETAIL p ALL PIPE TO HAVE I" MORTAR COATING. LINING AND COATING TO BE REINFORCED WITH 2" x 4" x WI - WIRE MESH. HOLD WIRE MESH 1/2" FROM END OF LINING AND COATING. 3. ALL EXPOSED STEEL SURFACES TO BE PAINTED WITH "LILLY 20-B-1 ASPHALTIC BLACK" OR EQUAL. 0 • GENERAL NOTES NOTES + O WELD SIZE AT SPIGOT TO BE THESMALLEROF "T" OR 3/16" (THICKNESS'AT SPIGOT TAIL.) 0 BELL OVERLAP TO BE 1/2" FOR CYLINDERS AT MILL , 3/4 ", FOR PLATE FITTINGS AND SHORTS. • 0 JOINT RING WELD N0. BYE I DATE' 1 CNN: U.CP,/S.W./10$ T STANDARD BORE• COUNTER BORE —f 4" "S" 1.12 SLOPE 01 M L-301 PLATE FITTING LINING DETAIL REVISION NOTES 01 COATING TO BE 3/8" THICK AT BOLT HOLES. 0 BOLT HOLES TO STRADDLE NORMAL CENTERLINE. FLANGE DETAIL COLLAR' PAD O WRAPPER O END TYPE VARIES O NOTES + 1. GRIND OUTSIDE WELD FLUSH ON PLAIN END. • 2. HOLD WIRE MESH 1/2" FROM END OF LINING AND COATING. NOTES • O WELD 'SIZE TO RE THE SMALLER OF THE TWO THICKNESSES SEING WELDED. - O OUTLET LENGTH TO BE I2 EXCEPT FOR OUTLETS 3" AND -SMALLER, LENGTH TO BE V. 3. OUTLETS 4" AND SMALLER TO BE PAINTED INSIDE. OUTLETS LARGER THAN 4" TO BE CEMENT MORTAR LINED AS FOLLOWS 6"- 12" 3/R" 14"- 16" + 1/2" 18"-UP 3/4" 4. OUTLETS TO HAVE STANDARD CEMENT MORTAR COATING FOR END TYPE., © TYP. OUTLET DETAIL Q PLAIN- END DETAIL NOTES + I. FOR PLATE THICKER THAN I/4", WELD IS TO BE SINGLE "V-GROOVE" WELD, T 2. LONGITUDINAL WELDS IN ADJACENT SECTIONS TO BE ISO °APART. 07 PLATE CYLINDER WELDS. !DR' TR RVERY (STANDARD DETAILS FOR SPECIALS I DATE +g.31-88 ICNK,U1./ ALLIANCE- AIRPORT CONTRACT UNITED CONCRETE PIPE JOB, gGall, IBHT. 1-Ipn (REV. NO.I RY= 1 DATE I CUK. I USP/CPD/SVIOT "C.L " Tc Anchor Bloch — (TYPIcoI ) • REVISION F-4/( NOTES 1 . FABRICATE CYLINDER IN THE NORMAL MANNER. 2. INSTALL 5" WRAPPERS AT LOCATIONS SHOWN. WELD ONE SIDE ONLY, (OPPOSITE SIDE OF CUT.); DETAIL"A". 3. HYDROSTATICALLY TEST CYLINDER IN THE NORMAL MANNER. LINE CYLINDER IN THE NORMAL MANNER. DETAIL "A"5. PRESTRESS , ANCHORING WIRE AT ALL BANDS , DETAIL "B". 6. COAT IN NORMAL MANNER EXCEPT HOLD COATING AT CUT LOCATIONS, DETAIL "8" 7.,CUT PIPE AT PROPER LOCATIONS. •'8. WELD ON NEW"JOINT RINGS, (WELD INSIDE AND OUTSIDE), DETAIL "C . 9. USE DYE PENETRANT METHOD TO • ., , 6" • 5" Wrappers , / DETAIL °B" DETAIL "C° Gunite Reinforced With Wire Mesh New Joint Ring DR.$R AVER'( DATE: B_3)01CHK: QGV VERIFY THAT NO LEAKS ARE PRESENT AT JOINT RING WELD. 10. GUNITE INSIDE AND OUTSIDE TO STANDARD HOLDBACK DIMENSIONS USING WIRE MESH REINFORCEMENT. L-301. SHORT JOINT DETAILS UNITED CONCRETE PIPE ALLIANCE AIRPORT CONTRALT 2 4oe.692.4 `SHT. D - 102 `REV. 3 I/4"_ NEW SPIGOT - r *MD x 5"WIDE , BANDS (TYP.) 2-PER CUT. SECTION I CL I LL 1 LL 3. NEW BELL ,CL3 SECTION 3 f - NEW BELL NEW SPIGOT` SECTION 2 CL 2 3 I/4" I LL 2 SECTION 1 SECTION 3 SECTION 2 EXTRA JOINT NO. LLI CLI JOINT NO LL3 CL3 JOINT NO. LL2 CL2 CL 1-11- S • 21 .9k' Zr-q'if 407-S 8.44- 8' 31J NONE 453-S 30.I7' 30=01/4" 231-S 12.13' 11'- 113/4' 1-1L3- S . S . 3h'- 5'- 2'14 NOTES I. "CL" denotes cutting length. "LL denotes laying length. 2. CLI=LLI-I3/4" CL2"LL2-21/4" CL3=LL3-71V4" 3. Total overall length of a standard 'joint Is 32,-- 31,41 4. New Belts To Be 3/ID' NO.! BY: LATE CHK. 1 U5P/CPq/sg/IOB REVISION NONE 413-5 • 16,.97' 1lp = q t/2, NUNF 351 - S S. a3' 5'- 9" 2,0'-A' � f w 4!(o NOTES I . FABRICATE CYLINDER IN THE NORMAL MANNER. 2. INSTALL 5" WRAPPERS AT LOCATIONS SHOWN, WELD ONE SIDE ONLY, (OPPOSITE SIDE OF CUT),.DETA1L"A". 3. HYDROSTATICALLY TEST CYLINDER IN THE NORMAL MANNER. 4. LINE CYLINDER IN THE NORMAL MANNER. 5. PRESTRESS , ANCHORING WIRE AT ALL BANDS , DETAIL "B". GOAT IN NORMAL MANNER EXCEPT HOLD COATING AT CUT LOCATIONS, DETAIL "H". • 7, CUT PIPE AT. PROPER LOCATIONS. 8. WELD ON NEW JOINT RINGS,, (WELD INSIDE AND OUTSIDE), - DETAIL "C". 9. USE DYE PENETRANT METHOD TO VERIFY THAT NO LEAKS ARE PRESENT AT JOINT RING WELD. 10. GUNITE INSIDE AND OUTSIDE` TO STANDARD HOLD -BACK DIMENSIONS USING WIRE MESH REINFORCEMENT. I I. SEE SHEET 0- 162 FOR DETAILS. 30" L- SDI CL 15D - Va IoR.•13R AVE:RY I L-30I SHORT JOINT SCHEDULE UNITED CONCRETE PIPE OATE.Z-I%•%RICHK QGV AW AWE , AIRPCM- CONTRACT 2 JOB: StZat SHT.: II- IO3 IREV. 3't 1 8' 4- _ _ ,•-1 'i H7'/4 _ 13'- 8 `/4" 11'- (a'/A" (/3.$3") - - (12•I2') 35/, - S -1 8 26,7 - 12.WA" OD +g4: HEAVY • COATED • BAND3 ". 5.10I/4 ( I,059 • 357- S-SP SEE 'D- 10(3' FDR OUTLET ON 357- S-.SP I 1 � 10 x 2,0" WILE WRAPPER * 10 X 5" VIDE WRAPPERS 28'- 93/4' ( Z9.Oo') ,4-45- S-Hs I is /A,' ?' *IP X 5" WIDE WRAPPERS j� f WIRCY 1k1-19-SflNO. DT: DATE CRK. USP/CPO/31/109 {4DDED X5 S RE VIVON 12j0 NOTES = I. STD. DETAIL REF. ® 2. NEW BELLS TO BE ' /1/p" SE6 D- 102, 1=)1i SHORT JOINT "DETAIL .19'-3I/�1" 11-11 " _ Sle)" Q S41G t 1:./QAPFE1L r1 WRAPPEL vl 13t11 . XS-S — 3/►L" R 30" L--301 • CL 150 OR.: RR.AVFQY SHORT JOINTS UNITED CONCRETE PIPE !DATE :E-18-88!CHM:.QGv.' ALLIANCE AIRPORT- CONTRACT 2. 1:Ioe:582A. IDOT.: D- ID4 IREV. 1 it JOINT DEGREE OF NO. BEVEL 205 - BV f 20(o-13V 207FBV 208- BV 2001-BY 2.ID.-13VI 211-13V 2'12-BV 213-BV - CUT -BACK. DISTANCE r. NO.I .BY IDA CHK. CP)/SW/IDD r A SHORT ON.) POINT RT RT !Kl- 1° c1/If°1 RT- REVISION JOINT DEGOFEE "A" SHORT NO. BEVEL (IN.) POINT 215 -13V 211p - BY 217-8V 220- BY 332-R✓ 392- of rC -RT " "RT • RT KT BT. SHORT POINT ORIENTATION SPIG. END VIEW 1T 1 . JOINT DE GEE A" SHORT NO. BEVEL ON.) POINT , 3-EV 2° 131to LT BY LT 5-BV LT Co - BV LT' I _1- BV LT • S -13V •LT I q-13V LT ID- BV LT V - T311 2° I3,Ifo L� SEE"U.- toot FOR 212!-SP-13U JOINT DEGREE NO. BEVEL "A" SHORT 1ON:I POINT 214-DV 2° 1111C CO 224 -13V BT .110-BV FT 3-1S-13V 2° 1311t; BT 212- SP-31 - 3° 1314" n2 - 219- BV 3° 13/41 (a_ 0 . Fr,�9 I rir LTArA „ �f 30" L - 'S01 .r LL 150 I16 DRiB1 MI TRY BEVEL SCHEDULE I UNITED CONCRETE PIPE DATE: $-19-$SICHK_ QGV ALLIANCE 11,1RP01Lr ,COZyTWCT 2 IJOR: rj$?A ISHT_D = 1C15 IREV. NO.I BY'DATE ICHK. usP%cpo/sw/I z - JOINT NO. ANGLE ORIENTATION 3 2: III -BT 3L6D-6• 11' COMPLETED BEND REVISION G SHORT POINTI TABLE FOR BENDS CHECK DIMENSIONS NOM. CYL. CYL. MEAN A •B L.P. C.L. S.P. O.L. SIZE O.D. THK. CiRCUM. z83/e'Z i 21118'16'ic' 304 33?/a.° 3/k,,' j_D5NC 43/4' sits" 2tit W IM'h4`o r 251/8" 2[ Y8' 164' 50%' 47" 43 i 38Th1.:'3o" 333/4` 3/1/o" II • F. T. LT,RT, B T. SHORT POINT ORIENTATION SPIG. END VIEW NOES: I.STD. DETAIL REF. 0 0 O C D E F 'le" i;k S 1111,; 4'lllc' 10'. 8 3/8 (Q3/4... 9 3/4" 8'/8" 6 lie — 05'/rti 31'3II( 3011167 zs'/k 95/a•.- 8" .,1/e'. C e A • 0. L. CYLINDER LAYOUT 30" L - 301 CL .150 - lLo IDR.W. AVERY TWO PIECE BEND DETAIL -I UNITED CONCRETE PIPE iIDATE g-19•gS!CHIC QI GV ALLIANCE AIRPORT CONTRACT 2 1„ice 2 . ' (SHTD-10Lo IREV. JOINT NO. A ANGLE 23Z-B 19D' NO.I BY DATE I CHK. I USPJCPD/SW/I IS SHORT POINT CHECK DIMENSIONS NOM. ORIENTATION LP. C.L. S.P O.L _ SIZE LT lA0.`YIi; I2.57,i I01'X1397,1' 304 P.I. STATION COMPLETED BEND • RF11SIf1N ' TABLE FOR BENDS CYL. CYL. MEAN. � P. THK. CIRCUM O, B C 333/A" . 3/Ito" 1057/11: 201/5" 1V, 13'4- RT. BT. SHORT POINT ORIENTATION SPIG. END VIEW NO —ES= 1. STD. DETAIL REF. Ol 0 H G 0. L. CYLINDER LAYOUT 30" L 3D1 CL I5D - 1ln 1F-!!(v G H 1 40IM.- 33 Mir 2,67/€' IM ln\may FIVE PIECE BEND DETAIL I UNITED CONCRETE PIPE , 1DATE8-22.%%ICHK: &'J ALLIALVCE AIRPORT CONTRACT 2 1 Joa: 5412A I wit-D-IO/ IREV. Co" CL "D „ -TM G FLANG E ( 1\(I(o" TFI\CK) (NOM.I B LONGITUDINAL CROSS SECTION I3T SPIG. END VIEW NO.1 NY: LATE I CNK. 1 JCP/S.W./116 TABLE FOR OUTLETS JOINT. PIPE OUTLET To COLLAR+ No. SIZE) (Now SIZE L T CYL. THK. wRva R A •B C D 1 I357-5 Sr 30" . CD" 3 =o'/Z 0.280" #Ib *10 (a s/0" I2" 12' 20" . (D•- 33/A" 3D" L- 301 Ct ISO 110 L NOTES t I. STD. DETAIL REF. ® ® ® 2. SEE D - 137 FOR FLANGE. 2. SEE D- 109 FOR SHORT JOINT AFVI410N .8 R AVERY .Co " FLANGE OUTLET DETAIL UNITED CONCRETE PIPE /oo>,ATE�p,-2.1-nieeK: Qa✓ I ALLIANCE AIRPORT CONTRACT2. Joe: 5224 ISNT. -D- IDS IREv. A t TABLE FOR OUTLETS Cn "CL "D" 1.ING FLANGE JOINT PIPE OUTLET Te COLLAR+ 1 Illlio" TH LCKI N0. (NON) NOM1 L T THK.. WRAPPER A • B `' Iza.sp-RV L," It0'-11" O.2S0` *IL. -ID '�5IS" 12" 12" 20"• Y1 LONGITUDINAL CROSS SECTION [D" FO I ,2go �•, _ F.T. SHORT 1t y "- PDMT—� SPIG.END VIEW NO,I'1DATE I CHIC0I UCP./S.W./116 SPIGOT BEVEL = 3° t Ijf RACK -DISTANCE = I3/4" RFVISION PIPE -ROTATE') FOR L'LAR[FV L 30" L-301 CL ISO- Ito NOTES, I. STD. DETAIL REF. © O5 .© 2. SEE D— 137 FOR FLANGE. 3. SEE 105 FOR BEVEL. . IDR.�� AVERY I :L " FLANGE -OUTLET DETAIL' Dote 03-?4.88'CNK: I?O� ALLIANCE AIRPORT CONTRACT 2 `-f UNITED CONCRETE PIPE dos:-582A ISNL 10-IDoi IREV. - Y1+ 12" CL "T" -RING FLANGE . 1131ILe" TN1CK1 LONGITUDINAL 'CROSS -SECTION SPIG. END VIEW 140.1 BY: I GATE I CHK. RF:r191(IN U.CP./S.W./It6 . JOINT NO. TABLE FOR OUTLETS PIPE OUTLET p WRAPPER (NOM) SIZE NOM) L` T THK. THK. B C D V SP '?O" 12" 2,8"('' 0.31S" $II. .41 I/) /23/4" 2.2." IZ" 3o" L 30" L-.301 CL 150-16 NOTES I: STD. DETAIL REF. 00 © 2._SEE D— 137 FOR FLANGE.. loR.TER AVERY • 12 " FLANGE OUTLET DETAIL DATE:$-24$SICNK: F / AU OreF AIRPORT r()N-1-17 MT a 1"-9-/4, UNITED CONCRETE PIPE doe: S9,?4 sNr. —1- 110 I nEv. 3" - 30001 FORGED STL. HLF. CPLG. 3" X 2-". STEEL BUSHING 21" X 2" BRONZE BUSHING ,2" BRONZE PLUG C /7 /7- (NOM) A ` MCz SD 5111: B O LONGITUDINAL CROSS SECTION 4'118" GORE 24 " BUND FLANGE ( 2I1111a"TH1CK� W/ 4'3IS" BORE OFFSET Li," FROM FLANGE CE ( SEC -DETAIL ) 2A" CL "D" DING FLANGE 11'/4"TN1(IC F.T. SPIG. END VIEW f• a 'NO.I tar: I DATE I CHIC I ULP./S.W./II6 RFVISI9iN JOINT PIPE N0. SIZE (NOM.) 3\1-SP 30" 37S'5P 30" OUTLET S{ZE (NOM.) TABLE L -T 24- " 4'-61/4 FOR OUTLETS. Tc DOLLAR d THK. WRAPPERT. A 8 C 3111Du #I(0 # 1D 25'314" 143" 12" 5(n 2-4" 24'-IO" 3/1lvu #-l(e 4.10 53/4 48" • /?2' 5(0" 24" -13UND FLANGE -DETAIL C- OF PIPE L D L.- SO' CL ISO- 110 Jf -'I/to NOTES: I. STD. DETAIL REF. OI O5 2. SEE D - 137 FOR FLANGES: .� 3. USE 20EA — 1'IA" -DIA X 61/4 LONG CAP SCREWS FOR OUTLET 4. USE PIA" ID X 4 5111O. SLEEVE LENGTp 1N5ULXIT FOR OL)fl1 T S. OUTLET CUT D 1 M 12,1/z." — 15 — 19 3/1," 7 oR.-13-R ANERNe 1 uGV 24 II FLANGE OUTLET DETAIL UNITED CONCRETE PIPE �DATE:g- CNK: ALLIANCT= AIRPORT CONTRACT2 aoe:54,ZA IsHT.T- 111 NEV. I Z8 - H d NO.l Sr: I GATE I CHIC. usr/cn1/sq/• IZI 12 ± rz'1L Ia"t (TYP.3 PLACES) + V4" - 38 ;A' 0.0. - 0" HEAVY COATED BANDS REINFORCED WITH 2" x 4" WIRE MESH. JOINT NUMBERS 191-1-113 355-1-113 438-Ng 192-HB A-34- 1413 A39-NB 193-H1i 435 - H15 ' 440-11B 1014-11R _ 41,4, - 1AR 44\ -HS 212-146 4-37- NB h42-H9 REVISION — STANDARD COATING. SEE JOINT DETAIL. 30 " L. - 101 CI_ I5 0 - . 1DR.: BR AVERX I CV HEAVY COATED BANDED PIPE ! UNITE D CONCRETE PIPE . DATE:s-2z.gglCHIC:ALLIANCE A1R['OKt CONTRACT 2 j+oe:582A IsHr.:12 IREv. NO.! SY: I DATE I CNN. I OSP/CrO/S / t2I 4' (TYP. 3 PLACES) JOINT NUMBERS REVISION 4" 38;%" O.D. - ♦ o/" HEAVY COATED BANDS REINFORCED WITH 2" x 4" WIRE MESH. • IOR.: BR AV CRY aATE1-2219IcRx: IGV /2'± - STANDARD COATING. SEE JOINT DETAIL. -t SO " L- S01 • . LL 150 -1Lo HEAVY COATED BANDED PIPE I UNITED CONCRETE PIPE 0as'5 ALUTANLE AIRPORT' CONTRALT 2 8ZA ISNL: Ili IREV. , NO.l BY I DATE I CHK. USP/CPO/SW/ 100 I/4" IP_ '31" 1'D 'A '34 518 "' OD OFF 5ET R1t 11c1L D CfATING 2,4 1/2: z93/9" 41( NOTES I.. STU -'BET RE,F 10 31.0 2, USE • 31110" it FOR. CYLINDER \ M oo M 30" L- 301 CL ISD -II, A-DAPTDR I UNITED CONCRETE PIPE A111ANCE AIRPORT CONTRACT 2 f JOB: rj$z4 ,SH%' Tj- Ilk IREV. REVISION DR -BR AVERY DATt:8-22-agICHK_ PGV • 30' CL"Ds' RING FLANGE ISIS;THICK} 3/4 - • /73—A 4S5-A 4.1e1-A NO.1 BY DATE USP/CPO/SW/I00 CHK• 3" 30001 FORGED STL. HLF. 'CPLG. 3" X 21" STEEL BUSHING 2} " X 2".BRONZE BUSHING 2" BRONZE PLUG 2,3 1/4" 2,4" HOLD COATING WA" R ' 31/1. ID X 3ASit" OD OFFSET. "RING .2.5'1/4'. 30'/ti' .L75 =A • 463 -A 1 NOTES 1. STD 'DE7 •FIEF 0 0 Q 0 a. uSE 3111." R FORCYLINDER 3. SEj37 FOR' FLANGE 30" L - 301 CL 15D - 11� - ADAPTOR5 -1 . UNITED CONCRETE PIPE ALLIANCE AIRPORT CONTRACT boa SRZ JSHT: D-115 IREV. REVISION OR:13R AVERY DATE:g-Z2-6s f CHK: QG1/ IN" I. '( Sr' ID X 34s1B" OD r - OFFSET RANG F.T. 172-A 4-5A-A NO.I - BY DATE CHK, - LISP/ CPO/ SW/ 100 REVISION. 24•" 30" CL " D" RING FLANGE L 1N8" THICK) NOTES'. 1. sTD -DT REV- .0 Co • 2. USE 1/4" R_ FOR CYLINDER 31110" ERA 24" CYL. 3. SEE -D- 137 FOR FLANGES. - 4, • OUTLET. CSV .-DIM.. 1/2 - IS 31B"- 19 1/!4,0„ S. .USE 2D EA— NIA.' DIA x (a'/2," LONG CM' SCREWS FOR OUTLET 115E 1-14" ID X 5/I+v" SLEEVE 'LENGfN ANSULILIT FOR OUTLET 3" - 3000# FORGED STL. HLF. CPLG. 3".X 23" STEEL BUSHING 23- " X 2".BRONZE BUSHING 2" BRONZE PLUG 24-" 13U1`1D FLANGE W/ 4s/8" CENTER BORE (. , I1/I� THICK) %I} I% / ,J r - 4\ 24" CL "D" RING J ; '• FLANGE (l 1l4" TNILKI L , STD LINING & '71 1tiIL .ti • h,.: 11 } t.' COATING I ZS1/4 OD „ ` 1/4 E• MC- 80 5/IV OUTLET j-El:- AIL. 30 L- 301 CL 150 - IL �oR:T3�i AN/ERN DATE: 8-22-8 4911K: f16V ADAPTOR ALLIANCE AIRPORT CONTRACT 2 •--106R. • UNITED CONCRETE PIPE JOB:5824 ISHT: D- lllo IREV. 38 s14" NEM ' -H ID X 2D - WIDE WRAPPER • 9'a'Iq• ( I' . 47') (12.537 417-5 275-S-SP *10 R 5" WILE WRAPPERS-4-'1' . 13't _ z,I _— 4l/4 ( 2/. 50') 145-5-HR ll4 0D rn- COAT n IDADS • r. • F-13114' SEE D - 12.1 FOR OUTLET ON 215-5-SP 12'-0" EXTRA • 4 10 X 5" WIDE WRAPPERS - .r31 ±_ 10'/z t _ _11112e amp - *10 ';k 5" WIDE WRAPPERS L3' 2%z 15 -11 VI /o' 4." 5' -,o l//i7 I(�.10') (6.93') ((,.OM') Il 410-5 27S-S 445-5-SP * 10 '$ 5 " WIDE WRAPPER, NO.1 BY: I GATE I CNN. 1 U3P/CP(1/SM/109 REVISION 5EE D 12.1 FOR OUTLET ON A 5-S-SP 2.7'-z" ( 2.7.3z') 274--S-HB RESIM • 9'- 2 3/A' ( 1713A-S *10 X 20" WIDE WRAPPER -MO" L-301 1 L 150 - 27. NOTES r 1. STO. DETAIL REF. 0 2. NEW BELLS TO BE 3If&.. - 3. SEE -10I PAR SHORT JOINT DETAIL 4-10x 20WIDE 1(RAPPER • IV- q /4 5EE-L1- f21 ( 19. ate' ) FOR OUTLET 9 -S ON- 191.-5-SP • I a w *107 5" WIDE - 3R?4" UD ± 04.. I4EJ 1Y WRAPPERS' CRATED -BRVID.s 22'- 594" • 1 22,143'1 17a-S I. 71/4" low:BR AVERY SHORT JOINTS oATE:g-24-SSICNK: fkA/ I ALLIANCE AIRPOFGT CONTRACT 2 UNITED CONCRETE PIPE �oe:c,824 Isllr.:� 11 i IREV f P.I. STATION - N0. 1 BY DATE USP/CPO/SW/I 12 CHK. •JOINT C SHORT POINT NO. ANGLE ORIENTATION 117-12 2Z..5° I�q-8 22.5° 2.68-15 11° 2.7I-3 II° 27f -13 I2° FT A I >- J U COMPLETED BEND RFVISION u CHECK DIMENSIONS L.P. C. L. S. P. 1 O. L. 485/1t; 413/413511/6L335/R 5l5/6 5o"Iv; 44'11i; �iz5l 2'$3l8' 25Yr 2,I7/8 Ilo'/A" 22 Vs" z5 %s 3011R" 2.62911C LT. TABLE FOR BENDS NOM. SIZE 2J /e" 1(a"l4' 23'116I I73/4i" 30' BT. SHORT POINT ORIENTATION SPEC. END VIEW CYL. CYL. MEAN Q.D. THK. CIRCUM. . JF-4l (( A. 8 C D E F 33314" SW," 1057111" 2,0'18" 1(b13/IV-137/I(" — 29'/4" Yz" 9.0'/8" 93/4" 8'la" 6I/z" — . 93/4-" 8'/s" 6 Ye 331'I' 3/U4 " 105 4° 10 5/8" 8 7/8 " 7 1/8 " - -- NOTES: I.STD, DETAIL. REF. OI 0 0 C R A O.L. CYLINDER LAYOUT 11n;/4 • I31/P5" 30 " L- '301 ' CL I50- 2`1 ,DR.-B-R P4ERY -TWO PIECE BEND DETAIL UNITED CONCRETE PIPE �.,Icd-23-88 IcHK• 1;c F _ALLIANCE AIRPORT •CDIVTRAcT 2. jJoB 5524- ISHT D-1113 IREv. NO.I BY DATE ICHK. USP/CPO/SW/uz TABLE FOR BENDS JOINT A SHORT POINT! CHECK DIMENSIONS NOM.. CYL. CYL. MEAN NO. ANGLE ORIENTATION L.P. C.L. S.P. O.L. SIZE 0.D. THK. CIRCUM. 27a-13 I I ° -LiT 22811e" Z5 116" 217/8" i(o l/M" +98-13, II° nY4 ?. '/ 2.P/. ' 16 %4' 411 -8 II° ,TT" 2.630' q,51/4121Y8" Ito%4' � I alto 1Z2..5° F"ir -- I85/1� 413/4' 353/1ti 335/& _ I 416•8 122.5° I 131 1485/I1 413/41 351/Ib 335d 30u 14-4 30" 333/4" COMPLETED BEND REVISION LT. F.T. B T. a, RT. SHORT POINT ORIENTATION SPIG. END VIEW A 3/It," 1D57/I1.: 9 sit" 8'/a" J F- 411(0 C (f'/ ." • 3/4" 8Ye)" 4W 20'1e" I10I'li? 13 7/r4," 33'/A' 3I /6," 057/, ZD lla" 1(0'3116' NOTES:. I.STD. DETAIL REF. 00 07 c R A O.L. A CYLINDER LAYOUT 10" L•201 CI_ 150- 27 DR. 81? AVCRY TWO PIECE BEND DETAIL IATE8-Z3-88'CHIC goy I ALLIANCE AIRPORT CONTRXT 2 13'/I62' c UNITED CONCRETE PIPE JOB 82A• ISHT 1), 119 IREV. 197-13 23° MO , DATE •1 USP/CPO/SW/I13 •CHK JOINT A TABLE' FOR BENDS (SHORT POINT CHECK DIMENSIONS NOM. CYL. CYL. MEAN A B C D E F G H NO. ANGLE ORIENTATION L. P. I C- 4.. I S.P. 0. L. SIZE O.D. •• THK. CIRCUM. r-T Avg'4V/e"I337; 33s/g" SO" 33 NA" V"" 1DSNue' 7" 5 51IfO 3 5/a" 13` 115/110" q 5/e' ?_0312' I7" 13 sla" 01931110 q-,Z'll, 353/4" 3i" 30" 333/4" 3/If ` I057/il 10 Vie S'I (0'3/ic' Z,O 17" l3 5/P3„ P. 1. STATION COMPLETED BEND REVISION .NOTES, • i. STD. DETAIL REF. 0, 04 OT LT. FT. BT. RT. A SHORT POINT ORIENTATION SPIG, END VIEW G' 7 O.L. CYLINDER LAYOUT SO" L-'301 CL 150-'2-7 IDR. BR CTW I THREE PIECE BEND DETAIL DATE 503•68ICHK.t V .I. ALLIANCE AIR?DRt CONTRACT 2 UNITED CONCRETE PIPE 498.74i73 ISHT. '3D- I2D IREV. Co" CL "D" -RING FLANGE L II!1L" -r-tnocl D LONGITUDINAL CROSS SECTION SPIG. END VIEW FOR Iql.-5-SP _ NO.i BY: IOATC 1 CNK.I --- REVISION U.CR/S.W./I6 C . JOINT N0. TABLE FOR . OUTLETS PIPE OUTLET Te . COLLAR+ SIZE SIZE L T CYL. WRAPPER (NOM.) MOM.) • THK. THK. 191n-5-SP S-S-SP 415-5-9 30" OVERALL LENGTH' 4 " 8 = 51%z 0.280" #k Ilo _q-ov4„ I 3'-211i 0•2.90" *1/ AID (05IB" r/a 0)3; 1z B. C 12" 12" b OVERALL LEN GTk 20 " 20'- 21l4" 12' - 9 12" /2," 20" t„• - 33/4I" NOTES a 1. STD. DETAIL REF. O 0 Q 2. SEE D— 137 FOR ,FLANGE. '5.5CEI- I17 FOR SNORT JOINTS 30" L-3D1 CL 150 - 27 OR.It.K AN,JEM f?6V I (D " FLANGE OUTLET DETAIL DATE: S-24- •ICHN: ALLIANCE AIRPORT CONTRACT 2 LT - SPIG. END VIEW FDR 2/5 - S -SP & AIS-5 - sr UNITED CONCRETE PIPE JOD:SSZ/i 1SKr. D— 12.1 'REV. I8"t (TYP. 3 PLACES)" • -- JOINT NUMBERS NO.r BY: I DATE I CHIC. I REVISION usr/crq/sry Iz /2'± -383/q"O.D. -o" HEAVY COATED BANDS - STANDARD COATING. REINFORCED WITH 2" x 4" WIRE MESH. SEE JOINT DETAIL. 4 1_-.301 CI_ 150 - 27 • -aR.: "BR AVERY I HEAVY COATED BANDED PIPE I UNITED .CONCRETE PIPE DATE :B-24 ICHR:G N ALLIANCE AIRPOKT CONTRACT 2 'Joe:582.4 ISHr.:-3)- 1E2 ,Rev. Z" BLIND FLANGE ( I IA "THICK ) BORED A.3iC3 CENTER NO, e' . . • ,i ; 8',/8 STD LINING & COMM BY (DATE USP/CPO/SW/ 100 40". OUTLCI 1E`AIL CHIC. S" CL "D" RING FLANGE (W Lo" THICK 1" - 3000# FORGED STL. HLF. CPLG. 3" Xr2i"'STEEL BUSHING 21" X 2" BRONZE BUSHING 2" BRONZE PLUG lIM" {I? WRAPPER iP # 12 CYLINDER 114" I>' Xci" WIDE WRAPPER . 5i " Pf x 3 R S' 1D `Il 40" C!D THRUST RING 4-5 8 - SP REVISION -131- SPIG END VIEW NOTES: I. 5TD-DET REF lOUS O Z. USE I14-" It FOR WRAPPERS 1 CYLINDER PIECE, & REDUCING CONE 3. SEE TD- 137 FOR FLANGES • USC EACH - 31+4" MIA X 4' - LONG CAA SCREW 5 FDR OUTLET 5. USE 314" ID X 25iIVSLEEVE LENG131 'NOLO- FOR OUTLET ROD BENT & WELDED CDR HANDLE T i14" IE ' 4O" WIDE W` IRA.PPEli kD' o„ OR: 3R AVERY • ' DATE: 1,-Z3-nl +x: gay 30 L -'01 EL WELD SIDES 3" 3" - 3000# FORGED STL. HLF. CPLG.. 3" X 2#" STEEL BUSHING 2i" X 2" BRONZE BUSHING 2" BRONZE PLUG 3O" ODSHE --DID HEAD O.Z3z" THICK SPECIAL W I STRAPPED PLUG' A1IANCE AIRPORTCDNTRRCT Z 1El/ Iz' .17" 150 10 (12 SW) UNITED CONCRETE PIPEA/4 JOEr5824 A59-P SHTf to -IV? REV. CD". BLIND FLANGE I. 1'18" - NILY.) W / -47 CEP(` ER 13UR • a•Iti:f ''. ..- ' ` - `1. G5/8 1 STD LINING & COATING UO" OUTLET -DETAIL I' NO.i BY DATE USP/CPO/5w/100 CHK. ;" - 3000N.FORGED STL. HLF. CPLG. 3" X.21" STEEL BUSHING 21" X 2" BRONZE BUSHING 2" BRONZE PLUG. - Co" CL " 11 " RING FLANGE (111I1" THICK) • - 12 CYLINDER - 1 /A " f;° WRAPPER • Ca STRAPS EQUALLY SPACED 114" 12 1 4" WIDE WRAPPER 518�Ft X. 3A, SI8" THRUST -RING 46A--5P SPIG END VIEW ID X 40"OD IL 114" IL 1 4•O"4,1115E W RAPPER 16,-0 3" NOTES 1, STD DET REF 0 O O O 2, L15E 1/4" IE . FOR IA/RAPPERS , CYL1Nlatri P1ECE1- -& REDUCING CD11£ 3. SEE T- I31 i OR • 17--LANGES 4. USE -2. EACH--14-" DlA 1 4," LONG CAP SCREWS FOR OUTLET 5.. U5E '3/4" ID 1 2.1116" SLEEVE LENGTH INSULK11- FOR OUTLET 3" I 19114 . ROD 13EIVT &WELDED FOR RANI)LE . 1 il 3'-O�" mo' I 1 1 L-301 CL 150-10 (12 SW) WELD SIDES 3" - 3000® FORGED STL. HLF. CPLG. 13" X 2}" STEEL BUSHING 2}" X 2" BRONZE BUSHING - 2" BRONZE PLUG REVISION DR: B Ii AVERY OATE: 8-23-$3ICHtc, QGV '30" LTD E �1$IIE� HEAD O .232-" THICK M,5 - P SPECIAL W / STRAPPED PLUG UNITED CONCRETE PIPE ALLIANCE AIRPORT CONTRACT 2 - IJoa5ga4. sHr_ ]J In REV. 3 1 /4"_ NEW SPIGOT--�, �k 10 x 5" WIDE BANDS g"-- (TYP.) 2-PER CUT. SECTION I CL LL I LL 3 CL 3 171 SECTION 3 NEW BELL — EXTRA CL `/— NEW BELL 4 NEW SPIGOT— 3 I/4" i SECTION 2 CL 2 LL 2 SECTION I SECTION 3 SECTION 2 , EXTRA JOINT NO. LLI . CLI JOINT NO LL 3 CL 3 JOINT NO. LL 2 CL 2 CL A4:71-S 10.c18' 10'-I0" 2w-11 NOTES 1. "CO denotes cutting length "LL" denotes laying length. 2. CLI=LLI-I3/4" CL2"LL2-21/4" CL3=LL3-71/4" 3. Total overall length of a standard Joint Is 32.'- 31/4" 4. New Bells To Be 3/l6 NO. 8Y: DATE I ERA. REVISION use/ceq/sVI/ioo ; NOTES 1. FABRICATE CYLINDER IN THE NORMAI. MANNER. 2. INSTALL 5" WRAPPERS AT LOCATIONS SHOWN. WELD ONE SIDE ONLY, (OPPOSITE SIDE OF CUT), DETAIL"A". 3, HYDROSTATICALLY TEST CYLINDER IN THE NORMAL MANNER, 4, LINE CYLINDER IN THE NORMAL MANNER. 5. PRESTRESS , ANCHORING WIRE AT ALL BANDS , DETAIL "B". COAT tN NORMAL MANNER EXCEPT HOLD COATING AT CUT LOCATIONS, DETAIL '.B". 7, CUT PIPE AT PROPER LOCATIONS. 8. WELD ON NEW JOINT RINGS, (WELD INSIDE AND OUTSIDE), DETAIL "C". 9. USE DYE PENETRANT METHOD TO VERIFY THAT NO LEAKS ARE PRESENT AT JOINT RING WELD. 10, GUNITE INSIDE AND OUTSIDE TO STANDARD HOLDBACK DIMENSIONS USING WIRE MESH REINFORCEMENT. 11. SEE SHEET 0-102 FOR UE1AII..S. 3Ia" .L- 301 CL IS - 14 DR.:1 R AVERY I L-30I SHORT JOINT SCHEDULE • UNITED CONCRETE PIPE DATE:$-29'KICHK: (GW Aw PACE - AIRPORT CONTRACT 2 aoe:5829 I sHT.: : - I ES I REV. ' NO.1 BY= I DATE ! CHIC U. P/CPO/9'11/IO9 Ishrld surrr- REYISION - NOTES: I. STD. DETAIL REF. ©' G 2..NEW BELLS TO BE 3461+ 3. Scr D-'1b2 For fNoar xo iJr VETAIL 13-3141" SI-0" I 5 7., 21111" SPIG < WRRPPER 36" 1-301 CL 150-11-1 OR: (icy - DATE:ILd1•bsIcHA: Rft viaAppER x WRAPPER SHORT JOINTS ALLIANCE{ IiL Z'QtL CULtrRna UNITED CONCRETE PIPE JDE: 54321I ISHT.: -I2SA IAEV.1'i0,! JOINT N0. •I 310-BV (°I -BY Co3-BY Cog-13V [o5-HV Coto - BY (ol- BY DEGREE I "A" SHORT OF . REVEL. pe.) POINT 0 • CUTBACK, DISTANCE to8-BY - ¢v .l° 1I/I1o'I RT" I RT NO.l. BY DATE cP0/sw/100 REVISION I(n - BV 17-BY Ij IS-$V 1°I-BY 20-UV F.T. JOINT DEGREE H1' SHORT OF NO: BEVEL (u.) POINT I 101-BV l° Iulle" RT 153 - B11 I° . 11116" LT- IA- -13Y 2° . 1TIi1o' LT. 15-LiV LT LT LT LT LT 2° 17110 LT I BT. SHORT POINT ORIENTATION SPIG. END VIEW JOINT DEGREE OF NO. ' BEVEL 21-I V 2° 22-$V l_23-6V 24- BV 25- 13V A" " SHORT (IN,) POINT 1' it' LT l LT j I` LT LT- I - LT .21e - 'EN• • 27- 5 P-EN (2� I2Q-EV • I l 31- BV 2° Pie Fr I SP-' 13T . SEE I2€ FOR OUTLET - ON 27-SP-BY ' L-301 CL15D-I4 1DR:13-R AVERY I BEVEL SCHEDULE {1ATEE2-24-$$ICHK: It&V ALLIANCE AIRPORT- CONTRACT- 2 LJF=414 JOINT DEGREE "A SHORT N0: BEVEL- (IN.) POINT 8S- BV 2°. Sq-TN p1 b" NKr n RT c11-13V vi -93-EN .RT 94-BY RT 95-EV 9J2-13V - 2° I-1/1/4 .RT RT UNITED CONCRETE PIPE JOR 24 ISHT:D- 126 IREV JOINT DEGOFEE A' SHORT NO. BEVEL UN.) POINT 91-BY as-Ev i (19 -EV I00-BV 145 - BY 1R(o'- EV 141' - BY 2° I'll; Rr 1r RT Kr LT LT LT LT I42-RV 1 l 14q-EY ' 2° CUT -BACK. . DISTANCE NO. BY DATE I CHK. I CPO/SW/IOO LT 1' Ila" l LT REVISION JOINT N0. DEGREE "A" SHORT OF BEVEL (ON.) POINT .I I50 - BY 2° VIM; LT 1 151- V LT 152-11Y 2° •. 17111; LT 1(1:5-BV 3° 2,11e M- ILS -El 3° 278" FT 1a2- BY z 17i)ti 10 ET. LT. BT. SHORT POINT ORIENTATION SPIG. END VIEW JOINT - DEGOREE "A" SHORT NO. BEVEL .(IN.) POINT IDR: Mil AVERY DATE:7. 17,1-8*HK: Q Gi/ MI' L- 301 EL 15D - BEVEL SCHEDULE ALL! AWE AIRPORT CONTRALT2 �-F 4/( JOINT DEGREE "A" SHORT OF NO. BEVEL (IN.) POINT UNITED CONCRETE PIPE JOg 5124 ISHT: D-I27 IREV. (o Cl "-D" 7UHG RANGE MI6". TulCIS e 0 :LONGITUDINAL CROSS SECTION SPIG. END VIEW NO.1 RI: 1 DATE 1 c1114.1 UJ:P/S.W./116• BEVELED SPIGOT- 3Hog1 PT T. El- y— CUT [BACK = 1'Iu; REVISION TABLE FOR OUTLETS JOINT_ . SIZE IPE OUTLET SZE T L N0. (NOMA.)'(NOM.) Tc ^OLLAR#' T THK. WRAPPER A B 27-SP-BV 3('" 6 4=4 a" o,zao" iiv #IO b JP" 12." ,/.2" z0" NOTES : I. STD. DETAIL REF. OI 0 2.SEE D-I3( FOR FLANGE. 3. SEEIN - 126) FOR BEVEL 31o" L- 301 CL 150 -14 IDR• 13-R AVERY I (, " FLANGE OUTLET DETAIL I UNITED CONCRETE PIPE DATE:B-V-g�cNK: QGV ALLIANCE AIRPORT CUNTRAI*T2 i05: Si 29. ISNT. Zj_A21� IREv. 3" - 3000# FORGED STL. HLF. GPLG.' 3" X 2i" STEEL BUSHING 2i" X 2" BRONZE BUSHING 2" BRONZE PLUG c { _ (NOMJ A = 00. Su& B 2A" ELMO FLAME (2 Illlln" TH1C14 W/ 4116" BORE OFFSET i)" FRDM RANGE ( SEE 72AETAIL LONGITUDINAL CROSS SECTION SPIG. END VIEW N0.I PY: I DATE CNK. U.C.P/S.W./I16 RP.VISION TABLE FOR OUTLETS . JOINT PIPE OUTLET Te _ DOLLAR a NO. ' (NOM.) NOM) L T CYL. THK R A B C 5(o-SP 3(0": 24" 3'-'� 3(lCo" #I(. 3/I(o" 25314" 44" 12" OP PIPC 5 2, NOTES : .I. STD.' DETAIL REF. Z. SEE D - 157 FOR FLANGES, 3. 115E E0 EA - 1u14"DIA X (o'/z"LONG CAP SCREWS FOR OUTLET A.. USE 1'la-" ID X 4 5/ I (o" SLEEVE LENGT1i INSULY-,1r FOR OUTLET 5. OUTLET CUT 'DIM 2R" BLIND FLANGE Lfl'AIL - L • 3L," L- 301 CL 150 - 14 . I Vie - 14 II/ 110" - I7'/0 IoA: SR. AVERY 24 " FLANGE OUTLET DETAIL UNITED CONCRETE PIPE onrE:S1.2A.gg�cNlc:QGV I"PLLIANCE AIRPORT' CONTRACT2 iaoe:5829 ISNT.m• 12g REV. 30" L- 301 BELL (.31lt0" ) 1` / . I• I�r 'l•A. 33W'OP. _ 7- Mt = 10 5 lie56" n'1G END VIEW NO.1 BY DATE CHK. USP/ CP0/ Sw/ 100 Colo" RFVISION I iIL--'--1 . 13-sP NDT C S • I. STD SET REF IO ®© . _ 2. USE 3II1b" EP FOR OUTLET-' CYLINDER & rWRAPPERS 28'- 1" 3(o" L-3DI L'L 150-14 IDR.:13T AVERY —DATE:8.30•3B ICHK:((CV 3. NOZZLE- CUT b1M :Id 1/Il2" — 22, 15/I(;' 28110" 30" BELL OUTLET -DEVAIL UNITED CONCRETE PIPE ALLIMEE AIRPORT `CDNTRACT" 2 JOg58?4 IsRt Th IsO IREv. Nal BY DATE USP/CPO/Sw/100 3Lo' CL "D" FLANGE- f 15I8"71AICIII CNN. 121 40-A 3f 4i4.0 NOTES I 1. 5 l U MET IkEF ©OO ©Oo Z. USE 3111,' 1Z FOR CYLINDER PIECES S. SEE • I- 137 FOR aANGE e. 3" — 3000# FORGED STL. HLF. CPLG. 3" X 21" STEEL BUSHING 2}" X 2" BRONZE BUSHING 2" BRONZE PLUG HOLD COATING ij 1/A" R X 3(..-/IB" fD X 41318" OD OFFSET -RING zs'/4," 30'/2," "+71-A 'Mk" L-3D1 CL N5D - 1A' ADAPTORS •I UNITED CONCRETE PIPE ALLIANCE AIRPORT CONTRACT 2 jJoa5g2A (sHr_D_ 131 IREV. REVISION DR% -BY. AVERY DATE: S-z9$S�CHK.:'QGV e• NOTES: 1. 5T D -DET REF 10 O5 g 0 2. USE If IF_ FOR 3(0" CYLINDER U5E 'MG." IL FOR 24" CYLIINIER USE '. k 1D FAR WRAPPER 3. SCE J - 131 T=OR ' FLANGES 4. OUTLET CUT AIM 12.'/R"- 14 iS/1i.- 17 4/16" 5 USE 2D EA - 1'IA" CIA . X (n'/z"L ONG. CAP 3C.REWS FOR OUTLET. C". USE 1 `IA.' ID. X 45/Uo" SLEEVE LENGTH INSULILIT FOR OUTLET- 1 tA• " FP_ X 3(a'18" ID X AA310'' QD. OFFSET RING I/+" NO. BY DATE ! CHK. USP/CPO/Sw/100 RFVIIqION 27 " r44 k3'AA." -731/4" 3".- 3000# FORGED STL. HLF. CPLG. 3'lc 2i" STEEL BUSHING 21" X 2" BRONZE BUSHING 2" BRONZE PLUG' ' 3(O" CL" D" RING FLANGE ( 15/B".TIlLV. 16_ J / - / JL; 24" I3UND FLANGE ( 2. 1111L ' T111Cl&) 'BORED 4'118• CENTER rr i%- 11 24.. CL"D' 1 — RING FLANGE 1 I ` V -RICK )/ OUTLET -DETAIL S6," L-301 CL ISO -14 • . ADAPTOR • I UNITED CONCRETE PIPE ALLIANCE AIRPORT CONTRACT 2 IJoa 5g24 jsHT- -D-13a IREv. STD LINU1G & CDAT11y6- oR;13T2 AVERY DATE$- �,5-�CHK_ QG1/ ' Ca" GUND FLANGE I V6" TRICK WI A-31B" CEWTEP. VW o• 24M GUT =T-WAIL SID LINING • $ COATING M NO.I BY I DATEl CHK. USP/CPO/Sw/IOD 3" - 30001 FORGED STL. NLF. CPLG. 3" X 24" STEEL BUSHING 24" X 2" BRONZE BUSHING 2" BRONZE PLUG 13 STRAPS EAUALLY SPACED Q lo" CL " D" R NG FLAME (JII THICK' 518" R X 40 s/s" ID X 41. 'a" OD THRUST RING 1.� CV 11' - 11WA" 12'-S'/4"- il0f J X i 2" WIDE COLLAR PAD RT " SP113. END VIEW I� warm S LIES /2" 472-A 310" L- 3OI CL 150 - 14- REVISION DR:.-11-R A'IERY DATE:$-25-98ICHK_ 1I6V Mc = 124, 7i46,. UE 416 NOTES I. STD DEL- REF OI OO©O 2. .USE 1/4-" R. FOR CVLIINDER PIECES & -REDUCING CONE • USE #k 10 F-OR COLLAR PAD 3. SET D- 137 FOR FLANGES 4. USE %" EA 3/4" DIA X 4 "LONG CAP SC RE1.15 FOR OUTLET' 5 USE 1/4' ID X 23/r," SLEEVE LENGTH WSULKIW RJR OUTLET ROD -BENT I% WELTED FOR HANDLE 3" - 3000# FORGED STL. NLF. CPLG. ' X 24" STEEL BUSHING 24" X 2" BRONZE BUSHING 2" BRONZE PLUG 4-73-P • 14" 37 OD DISHED HEAD 0.2.107"THICK ADAPTOR W / STRAPPED PLUG I UNITED CONCRETE PIPE ALLIANCE AMR1'OT\T C,ONTRACT2. IJOR 1,i� sHr_T-I33 IREV r. NO1 Er( DATE, CHK. USP/CPO/SW/IOO I co co 27" 31." • WWES; I. St D . 'MET "REF 10 .0 3 2. . USE 3II6" FOR -REDUCING CONE. `DI et t o- 14 REVISION OR -Fib AV E'NY DATE: $-ZL 4 ICHK_ I?GV -REDUCER UNITED CONCRETE PIPE ALLIANCE AIRPORT CUNTRPQ Z JOa' aA, ISHT_ 7)- I IREV. NO.1 BY LTE CHK. 1 usP/CPo/sw/ loo .� VELD TOP 27" 3(0 170 -. R - NOTE 5 1. 5TDSETREF 0Q0 2. USE ltite" a FOR REDUCER 2 3I 3/q-" zVz' Jf-q/1 ECCENTRIC REDUCER LAYOUT �3(D' L-ICI -CL I50-19 !DR:BR AVERY ECCENTRIC RE3UCER I UNITED CONCRETE PIPE REVISION ,IDATE:q-2C3-SSICHK: (1GV • ALLIANCE AIRPORT CONTiMAC1' 2, Poe '74 IsHr_-D-Ii5 lREV. A Cn NO. BY IDATEl CHI<, USP/CPO/Sw/100 • Ng 41,4 110" 101" PFVISION . 74° 37 7/94OD MC=II8%/pp-J • 3(0" L-3O1 cai (3hlo"1 NOTES , 1. STD DET REr ©®O Ol 2. UK 3NIe" f2 FOR CYLINDERS 4%k • 1f4" IR. FOR WRAPPEfl. ']. NOZZLE CUT P%M ; —1 V4" - 1 Z 51 I1o"- 20 511/," . 1/4""IL 7, 31"-1D X 41'sI8"OD OFFSET RING 3(0" L- SDI CL 150 - IA- DR: R AVERY DATE:$-2/„-$$ ICHK: &v 3C." BELL OUTLET -RT SP1G. END VIEW ALLIANCC AIRPORT CONTRACT2IJOH- 5$Zq. 1SHT: 1- 1'Nu JREV. "TEE: UNITED CONCRETE PIPE NOM. ' SIZE CLASS 6 I,Tn 10 12 14 16 18 20 24 30 36 42 48 FLANGE 0. D. ,9 .11 13-1/2 16 19 21 23-1/2 25 27-1/2 +32 38-3/4 46 53 59-1/2 DIMENSIONS (INCHES) COUNTER • BORE BORE THK. B DIA. T CB 4-5/8 6-3/4 8-3/4 10-7/8 12-7/8 14-3/16 16- 3/16 18-3/16 20-3/16 24-3/16 30-3/16 36- 3/16 42-3/16 48-3/16 15-3/8 17-1/2 19 -29/32 21-29/32 25-7/8 32 38 44 50 5/8 11/16 11/16 11/16 13/16 15/16 I-1/16 1-1/8 1-1/4 1.3/8 1-5/8 1-3/4 1-3/4 NO. DIA. BOLT BOLT HOLES HOLES BOLT CIRCLE C 8 3/4 7-1/2 8 - 7/8 9-1/2 8 7/8 11-3/4 12 1 14-1/4' 12 1 17 .12 1-I/8 18-3/4 16 I-1/8 21-'1/4 16 I-1/4 22-3/4 20 1-1/4 25 20 1.3/8 29-1/2 28 1-3/8 36 32 1-5/8 42-3/4 36 1-5/8 49-1/2 44 1-5/8 56 RING BLIND FLG. FLG- REO'D. ' REQ'D. 8. 7 1n NOTES, I. CLASS DESIGNATION BY LETTER INDICATES A.W.WA. SPEC. C207- 86, TABLE I FOR CLASS 0 , TABLE 4 FOR CLASS E. BY -NUMBER INDICATES ANSI SPEC. 816.1. 2- ALL FLANGES TO BE FLAT -FACED. • 3. ALL FLANGES TO BE SPOT -FACED AT BOLT HOLES ON'BACK SIDE. 4. FLANGE MATERIAL PER : A.S.T.M. A36 -A.S.T.M. A283, GRADE C OR D A.S.TM. A285 , GRADE C - A.S.T.M, A515 ; GRADE 55 , 60 , 65 , OR 70 A.S.T.M. A516 , GRADE 55 , 60 , 65 , OR 70. FORGINGS PER AS,T.M. A181. 5. ALL GASKETS TO BE FULL FACED. MATERIAL' TO BE CLOTH -INSERTED 6. BOLT AND NUT MATERIAL PER A.S.T.M. A- 307 , GRADE A OR B . 0 2EF - Co" -BLIND FLANGE C i.118" TNILV BORED Q I EA - 8" BUNT) FLANGE ( 11/4" THICK \ BORE] 0 4EA L. 24" BUM FLANGE (Z"III0" T411K)' BORED 24" LI11D WLARGE 12"I IV TH 1 BORED NO. I BY 'DATE 1 'CHIC' U.C.P./S.W./123 REVISION BOLTS INSUL-KITS BOLT SIZE NUTS B SLEEVE NO. BOLTS REQ'D. LENGTH REQ'D. 5/8 x 2-1/2 z c7 3/4 - 4 = pi 3/4 x 4 CAP SCRE f5 — l x 3-1/2 x 4 1-1/8 x 4 CAP SCREWS 7 (9) 1-1/4 x , I/2 14D) — I-1/4 x5 1-1/2 x 5-1/2 I-I/2 x 6 I-I/2 x 6 RUBBER. 4 318 " CENTER . A.yie. CENTER • 43,0" CENTER. 4,514i" (a" OFF CENTER - SEE ABOVE 7D\A&. IDR. BR AVERYEFLANGE SCHEDULE - JOB 9 q-4 ISHUNITED CONCRETE PIPE DATq=1-86 ICHK. (?tV ALLIANCE AIRPORT COKE t!T 2 f T. -]�- I j7 IREV. R /Ib 2 1-3/4 2 — 2- 1/4 2-3/8 2-1/2 2-5/8 45/I 7 3-1/8 -- 3-5/8 3-7/8 3-7/8 4%PA" .BORE RING -FLANGE 0.D. C • 8 0. D. C C.B. B �F-- 4110, (STANDARD BORE) rz RING FLANGE (COUNTER '( 29' RUNT) FLAN&E. BORE) NOTES ; I . HEADS TO BE ELLIPSOIDAL TYPE , 2=1 AXIS RATIO, OR HEMISPHERICAL. MATERIAL PER A.S.T.M. A285-C OR A.S.T.M. A414-G, 2. DESIGN PER A.S.M.E. PRESSURE VESSEL CODE SECTION WiI , .PAR.. U.G.- 32, USING I5P00 P.S.I. ,ALLOWABLE STEEL STRESS. • 3. HALF COUPLING AND STEEL BUSHING MATERIAL PER A.S.T.M, A105-.71.' • 4.'BRONZE BUSHING ,AND PLUG MATERIAL PER AS.T.M. •662 OR A.S.TM. B 145 -,ALLOY 4B . SEE DETAILS4 DISHED HEAD PLUG NE W 5tFF1T FIFTI) ADD ITlbhI Z NO,HY: DATE CNK. YSP/CPD/SMj/I22 REVISION ` N TYPE II ROD BENT AND WELDED FOR HANDLE JOINT NO. TABLE FOR". DISHED HEAD PLUGS 'NOM: _ . 3E4. D. H, D. H. SIZE O.D.; O.D. R. THIS: TYPEp "A11,pR "p" 'Yj" 34 1/5 : 3a.. • 232 , rz., 2" BRONZE PLUG , LPT. 2 4/2" x 2" BRONZE,BUSHING ,I.P.T. 3" x 2 1/2" STEEL BUSHING, I.P.T. 3"- 3000# FORGED STEEL HALF COUPLING , I.P.T. OR. OATE -310 1011457Rtk IiQ Li1J1iJG oR . CoArltJG 1214'D DAR G .• 3/16 ".IEX 1G REDUCING CONE . TYPE IIBII ' DISHED HEAD PLUG UNITED CONCRETE PIPE/ Qu1A*+Jcr AIAknr C.o11Tt1.1NCr 2 JOB:5$2t•1 Is"T.: D-12,6 C 5 i i 7-HE CITY OF FORT WORTH, TEXAS WATER DEPARTMENT M-968* INTEL WASTEWAIER PROJECT 24" FORCE MAIN KENNETH BARR MAYOR BOB TERRELL CITY MANAGER I MIKE GROOMER s55 3 a 7 "s ASSISTANT CITY MANAGER HUGO A. MALANGA, P. E. TRANSPORTATION AND PUBLIC WORKS DIRECTOR LEE C. BRADLEY JR. , P. E. WATER DEPARTMENT DIRECTOR Fort WoTtR Water Department A. DOUGLAS RADEMAKER, P. E. DIRECTOR, DEPARTMENT OF ENGINEERING cam_ Carter:: Burgess CARTER & BURGESS, INC.3880 FORT WORTH, WN=; 7;ro,_7,,, (CONTRACT C) DEPARTMENT OF ENGINEERING PROJECT NO. 1664 WATER DEPARTMENT PROJECT NO. PS46-070460140140 LOCATION MAP JULY 1997 X-153691. gO INTEL 24" FORC 23. 24. 25. 213E 27. 20. GENERAL NOTES 2. 1. 6. 9. 9. 10. 12. CONTRACTOR SMALL COORDINATE WITH OTHER CONTRACTORS OF ANY TRADE OR DISCIR IRE WORMING ON PROJECTOTHER CONTRACTS OF THE SITE PRIOR TO AND DURING CONSTRUCTION. CONTRACTON SHLLL SUBMIT MUTTEH REOIEST i0 TxE EOIxEER FOR APPROVAL O 4L AREAS lOONBF�NACEMFEOM L DEASUBONITTE0IT0 iDE EMONNOINEE1INTTHTNRFIVEai51 OATS OFPNGTTCE TO PROCEED. MT. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH CONSTRUCTION INSPECTOR AT 1BIT/ ST1-7912 F IVE CS/ DAYS TORE STARTING IMF IN ORDER TO COORDINATE CONSTRUCTION. AONINISTATION. AND INSPECT RCN ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH TRAFFIC ENGINEER, THE POLICE ARO FIRE DEPARTMENT. ANO iNE ENGINEER AT LEAST N HOURS PRIOR TO ANY CONSTRKT. WITHIN STREET RIGHT-Of-MM. CONTRACTOR SHALL COBALT HIS OPERATIONS IN A MANNER SULK THAT TRUCKS AND OTHER VEHICLES DO NOT CREATE A DIRT AND DUST NUISANCE OR SAFETY HAZARD IN ANY STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING LOTS, CONTRACTOR SMALL BE RESPONSIBLE FOR PROVIDING REWARD SECURITY TO PROTECT HIS ORO PROPERTY, EGUIPNENT, AND WORK IN PROGRESS. C0TROCTGR SMALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AMID A0JOCENT TO TM PROJEtt .RSA, xE PERSWAL Sa ETY CRE ND G HERAL PURL IT FxD ixE HEF INS AL Pu LUD�VnTE ERTY. OPONSTBIEIYTTSHALL UDE. B T THE INSTALLATION d iENPORARY BAPBTCRS ARDUNBIEXCAYAilONS PNO i E PLACE/ENT O TRAfFTC DATED PLATING Ix-201 AS NECESSARY TD MAINTAIN ACCESS. HE CONTRACTOR SHALL PROVIDE ALL FENCING NO/ON BARRICADES TO MAINTAIN PURIC SAFETY AROUND CONSTRUCTIONDIE AREA. BORE/TUNNEL PITS SHALL BE BORDERED BY A SECURITY FENCE OR BY OTHER MEANS TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFICS PER OSHA REOUIREXENB AND AS APPROVED BY THE WEER. NM 5. CONTRACTOR SMALL COMPLY W • APPLICABLE SAFETY STANDARDS. • . NO CONTRACTOR `HALL CONSTRUCT TXE PROPOSED MORN RIILEODNT 1 TRrO i AACO TRAARC UR TS PE PONS BLEIPORRSO ER LICENSED IX TXE STATE O E X S C N T S I L TRENCH SAFETY. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AID STATE O TEXAS LAWS CONCERNING EXCAVATION, TRENCHING AND SHORING. PERSONNEL SMALL NEAR IDENTIFYING CLOTHING OR E HATS AT L TINES. OR CONTRACTSHALL F[ ALL DIMENSIONS NO CONDITIONSBEFORE COMMENCING NOG. IT SHALL BE CONDUCTOR'S RESPONSIBILITY TO REPORT ANY DISCREPANCIES TO THE OWNER BEFORE COMMENCING 13. SMALL COMPLY APPLICABLE WITH ALL APABLE REQUIREMENTS FOR THE CROSSING PERMITS CONTAINED IN THE ENDC ICES Of THE SPECIFICATIONS. 14. TNE O14NIMTGR R PONSIBLE FOR KEEPING STREETS AHD SIDEWALKS ADJACENT TO PROJECT FREE O NM AIG 15. CONTRACTOR IS RESPONSIBLE FON REAMING OF STREETS, SIDEWALKS, DRIVEWAYS, AND PARSING LOTS CAUSEDROSE O E• . 16. CONTRACTOR SMALL CI RESTORE THE AREA OFROPERATIONS6TOEA CONDITIONEASIGOOD AS ON BETTER THAN iHAT140 WICHTalEZ FISHED GARDE ELETATIoNS TDITHE SAMEEELEVATIONSETHAT EXISTED PRIOR TO THE CONSTRUNTRACTOR SHALL BE RESPONSIBLE CTION �xEIFOR[EEMN 1T. L0T1REA50RSI ORSAWCU1 E%15E1NENDVEO.10YT SRNILL BEECTDNSTUEREDA1U51G510 AHYOTO 15 FPI CEEBIDWFEDRNE LINEAR FEET OF EWER Ix CATION. CONTRACTOR SHALL PROVIDE COMPACTED SELECT MATERIAL AS NEEDED TO pEPAIRTDAmAGED °RIVES,, . AND PATIOS. N1,7MAo TRFCTON SHALL REMMEUNSRGFCONMI.I TE7.ERING WIB CDHSTMICTAOM OPEPFOION WITHIN EASEMEHEE AORNE HALL BE DEREDFSUBSIOIAFYNTORTHE .PROJECT COOSTPANDEREFLECTED IN THE PRICESFOROV•RTWSS MS LISiE� ix TxE PROPOSAL. E.. SYSTEM OR SYSTEMS INS ALLEO OURHG CONSTRUCTION SHALL BE APPIWVE0 BY THE ENGINEER. TRENCH AND PIT BOTTOMS AND EXCAVATIONS SHALL BE MAINTAINED IN DRY. STABLE CONDITION UNTIL WORK IS COMPLETE. 20. EVERY EFFORT TO LOCATE DEMATERING HELLS IN T CAUSE DAMAGE TREESORLANAPING. YELLS AND DISCHARGE WARN SHOULD ABE AREAS WILL THAT WILL NOT ANS AND VEHICLE TRAFFIC. CHARGECMILL BEAUSE SSUBJECT TONACWISSI ION OfTERFERENCE OR ANYNECESSARY NCONVENIENCE TAPRROVALSiAND PERMITS. CONTRACTOR WILL BE ISLE FOR CONTROL O SILTATION Y REMEDIAL MEASURES RE SULTING FRCM SILTATION WILLBE PERFORMED BY THE CONTRACTOR AT NO AOOITIONAL AROE TM EONBACTGR SHALL PRESERVERNBNC.PRTOODEE, ORERIIAVEO NELRSRA1IC1PIx0R,0EU1LDINP0000I. 0OL AFFE NNO�OS. SEPERATE PAY IT 22. THE CGRTRACTGR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TREES CONTAINED IN RIGHT-OF-WAY OFOLD OEN. ROAD. NO TREES SHALL BE REMOVED, TRIMMED PRIMED WITHOUT PRIOR CONSENT OF THE ENGINEER. THE EVENT SUCH °ANODE SHOULD OCCUR, THE OR /TILL RAT THE OPTION OF THE OWNER E WITH LIKE KIND, SPECIES,T DAMAGES TO THE ITEM DAMAGED ASNAPPRAISE° BY AIOUAIFIEOELANDSCAPE NURSERY OEABORISTNSELECTEO BYTHE. CT KLL Ui WS MATS, ETELEPNONE CABLEBM, SANIDT•RY SEKR LIXEO. TV . TREES. AxHNeT,Mil 22TTITTE T DR ALL DAMAGES "" " BiixcOF•EIL ITIFS a5 A RESULT O BE CONTPACiOR'EIWEneTT[�LEIE EOTNxABOVE ND BELOILVIOBOWTDTIMHEMICUIILTBACTOR SNRLONEL IRS TPvOv50N51fOR iMESSLpPoRIEaNO ONO ALL UTILITY PASS. CA MAINS. TELEPHONE%D9LEDSSROITAT SEWER LINES, TESCO CABLES. iECO IDES, R S TNER UTIARLITIFO AL SDRANAOSEI INCURRED TO x"lxo OEIIRE AOnEsuLTI� ixFICONTRREIORCiCR IS L N 0 i0 SUCH EXISTING E LOCATION OF DRIVEWAYS, s PS ETAIxINE WNLs. ETC.. AxD ALL WATER, A T TOR SEWER, TN ONE. CAS. NS SHALL BEO EAGLE iELEVTHE T UTILITIES. SMON ON THESE UL.TTAT ONERPVPRD%I MATE. E UR•TE LOCATIONS PIED AT E IMF OF CONSTNOCT OENRN AFTER ENGINEER MITN THE PROPERTY OTHERS AND THE RESPECTIVE DTOLITY COMPANIES. AS HEM IN NECESSARY. 0 EHEEfi ASSUME 0 RESPWSIBILDE ITEMSHAFEECTIILDL iNE PBOEENTION OFNISSxOXEM THEM EXACT LOCATIONS. CONTR•CTON SMALL FIELD P111.10 AM PRIVATE UTILITY LINES AND CUSTOMER SERVICE LINES MAY EXIST THAT ARE MDT SHCIN ON TM .WINGS. IT SHALL BE THE RESPONSIBILITY TO LOCATE. MAINTAIN, AM CONSTRUCTION THE INTEGRITY OF THE THESE LINES. . EITALTON SMALL NAVE UTILITY COMPANIES LOCATE ANDRAREUNDERINDUHDRFACILIIES BEFORE BEGINNING CONTRACTOR SHALL COORDINATE IOW WE P ROPER UTILITY COMPANY TO RELOCATE. BRACE ARO SUPPO, DIVERT I Y UTILITY IN M PROPOSEDSTRUCTURE OR CONO DISRUPT SERVICE OF SAME. IF TEMONARILYRELOCATEC TO FACILITATE CONSTRUCTION, CONTRACTOR SHALL RESTORE RELOCATED OR DIVERTED UTILITY TO ITS ORIGINAL CONDITION AND LOCATION WON COMPLETION SEPARATEOF CONSTRUCTION. NO SxAL PAY. CONTRACTOR L BE RESPONSIBLE FOR ALL ASSOCIATED COSTS FOR RELOCATIONS WHETHER TEMPORARY OR PERMANENT, CopyrI0M0199T 0y Curter S Burgess. Ina 2S. MANE EXCAVATION SMALL DE REQUIMO WEN EXCAVATING NEAR SOUTHWESTERN BELL TELEPHONE LINES. 30. THE RSESHALL PROTECT ALL STORM SEWER IRECEIVING STORM WATER RUNOFF FROM THE CONSTRUCTION CONTRACTOR PER CITY OF FORT WORTH STORY TER POLLUTION PREVENTION PLAN ISDINWI CONTAINED IN THE SPECIFICATIONS. 31. CURB Of EXISTING OR FUTURE STREETS SHALL BE BACKFILLED ABOVE TIO TOP OF THE EMEOMNIWITH TYPE •C O TIP[ CKFILL MATERIAL IS NOT AVAILABLE FARONFTRENCH EXCAVATION, AND THE MATERIALS SHALL BE USED. CRFILL ARTERIAL SHALL EBEiCOWACTED TO A MINIMMRDFI990 ENSITY BY MEANS OF TAMING. TRENCHES WHICH CROSS UNDER FUTURE PAVEMENT WALL BE BACKFILLED PER FIGURE •A•. )2. 38. 40. 41. LL Er VOAITIEOWIYMENIE ENNiPMERT n22 BE SV EEiOOE ESSTM 0 R TIRE OR RUBBER TRAREO TNE CONTRAMGR SHALL REMOIF FROM TNE PROJECT ANEA ALESONL TER1E. THIS SMALL BF 11ICIOME •Np. xO eLLEBFRFODRNLYIOT INCLUDING GIRT, CONCNETE, TRAIN. SS RNISSIELI ZIPINE HNFERFYRSTxOEH "iP TN LCW AREASGR0LLd1E NATURAL ONAIMAGR NETS WITXXR MRIriEN PE F P T o E ONTpacioR PULES ExLE55 MArealu 1 E •PEAS THE FLOCOWAYS OR DRAINAGE EASEMENTS. TOPSOIL IS DEFINED . FRWDLE SURFACE SOIL SIMILAR IN QUALITY TO PRODUCTIVE AGRICULTURAL SOILS COBIOEY OCCURRING N TT OF THE PROJECT. REMOVE SOO, GRASS, ROOTS, WEEDS, STONES OVER 2 INCHES INH01•METER, AND MATERIAL FROM THE TOP SOIL. RENATEI TOPSOIL FROM THE AREAS WHICH NI DISTURBED BYECONOSNTRUCTION OPERATIONS AND STOCKPILE IN EACH TEMPORARY ON AREAORA DESIOIATEO AREA FOR REUSE. B•CFFILL TRENCHES ACCORDING SPECIFICATIONSTO W S WITH THE TOP 111 INCHES MINIMTO BE FILLED WITH THE TOPSOIL WT. SPECIFICATION SECTIOND2-0191. ENALLOREELAEOR GR ESIRSFETOPXEOILEOEMO Ei AM - TOPSOIL Ix OISTORBEO NRE•S. COTRACTGR SUBSIDIARY TO THE COST O THE PROJECT ARD xBURDC1ilONNALR[O LXBE AL WiTEMF EXISTING Pa Z'A SHALL M PERARGUREIA. CASE 20 EMEDM:RT AM1 BL INESLOlnxSIDE F F I BE [x xCE xDTx FORT HART„ CI ICairO E-2.XIALLNG PAVENE i SD BACKFILL COSTS SHALL E 'N'""D LNE PRICE BB PER LINEAR fEfi O INSTALLER SARITARYISEWER PIPE. AND M2IMAIDOFCCE55 TYRO 4ELAPLaCfSTOE BUST FSEANp PEtIDTCESATATtLTi1EME5 MINro CONSTR'"'" ALL BARRIO OES T pIv ICES. ETC., ON TxE WIOANO •M MOTE uDON OF ♦ FIC ANO DETICES ASSCURPENTETFRMExOEO.HiElOOISTAiE BEPANiNRNTxOF TRnNSPOOTAitOJ tTx00O IFOM TRAFFIC CONTROL 42. CONTRACTOR SMALL REPLACE ALL RENDVED PAVEMENT MARKINGS, IN THE PRE -CONSTRUCTION PATTERN. O LONGER N+EDED. 43. THE DIVERSIONS TEMPORARY • RE H CONTRACTTC• SHALLONAL L EPROPOSED PAVEMENT. CURB. SIDEWALKS. AND DRIVEWAYS WITH EXISTING. M. UNPAVED AREAS DISTURBED BY CONSTRUCTION ARE TO BE HYDROLLCHED OR SODDED. FERTILIZED AID WATERED PER CITY OF FORT WORTH SPECIFICATIONS. UNLESS OTHERWISE SPECIFIED ON THE PLANS. 4, .9. VPLEPAECOLIEICAilOONNS iAR00ROX%iLERSDEP IZP PNOJECTS,ITEFFECTII JU1r7';`19Te. MITN TNELFTEST ARATf PAY FON IT TxIS SNEER, TE ED IN ru PROPOSu SECTION O THE PROJECT SPECIFICAi10H5. INCLUDE COST O SANE E .WTRACT ONiT • INDEX TO DRAWINGS MD. SHEET DESCRIPTION 1. ET COVER SHEET 2. GENERAL NOTES S SHEET IMOEE 3. OVERALL LAYOUTS CONTROL PLAN P. SHEET LAYOUT PLANS PARCEL MAP 5. VP DIA FORCE MAIN - RAN N PROFILE STA WOO W 25+00 VP DIA FORCE MAIN - RAN N PROFILE STA 25+00 TO 50+011 T. N• DIA FORCE MAIN - PLANE PROFILE STA 50+00 TO 75+00 S. 21. 01A FORCE MAIN - AN E PROFILE STA 75+00 TO 100+00 O. 21' 01A FORCEMAIN - PLANS PROFILE STA 100400 TO 125400 W. 24. DIA FORCE MAIN - PLANS PROFILE STA 125+00 TO 150400 1I. N' DIA FORCE MA - PLANS PROFILE STA 150«00 TO 175+00 12. P DIA FORCE MAIN - PLANS PROFILE STA I15+00 TO 200+00 13. 21• DIA FORCE MAIN - PLMV N PROFILE STA 200+00 TO 220+00 11. 24. DIA PONCE MAIM - PLAN N PROFILE STA 220+00 TO 245400 15. N' DIA FORCE MAIM - PLANER PROFILE STA 245+00 TO 2T0+00 15. 21' DIA FORCE MAIN - RAH N PROFILE STA 270+00 TO 2,0+00 IT. OP DIA FORTE MAIM - RARE PROFILE STA 290+00 TO 315+00 I9. N' 01A FORCE MAIN - RAN S PROFILE STA 315400 TO 340+00 19. VP DIA FORCE MAIN - PLANS PROFILE STA + 5+00 20. VP DIA FORCE MAIN - PLAN E PROFILE STA TO 390+00 21. 21' DIA FORCE MAIN - PLANS PROFILE STA 390+00 TO 395+511.1G 12. MISCELLANEOUS FORCE MAIN DETAILS - IC JUNCTION STRUCTURE - SITE PLAN J-2 UNCTION STRUCTURE - PLAN AND SECTIONS J-3 JUNCTION STRUCTURE - DETAILS J-1 AILS J-5 JUNCTION STRUCTURE - DETAILS E-1 EROSION OHO SEOTIENTAT ION CONTROL PLAN STA 0+00 TST+00 E-2 EROSION AND SEDIMENTATION CONTROL PLAN STA ST+Y0TTO 200+00 E-) EROSION AHD SEDIMENTATION CONTROL PLAN STA 200+00 TO 300+00 SEDIMENTATION CONTROL PLAN0+00 TO 395+36.10 E-5 EROSION ANTI SEDIMENTATION CONTROL PLAN DETAILS M-468* 66* 121glgel 7/7/77 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT aIINTEL SANTTARY SEWER PROJECT GENERAL NOTES AND SHEET INDEX CND CeeMr1:Bwgw DES I GNEP 9100D0111R N.I9110111M0 SUBMITTED. ADM. COM DESIGN. 99E DRAWN. MN CHECKED/ C RECOEENDET. MN IL COON DESIGN ENGI NE Z ALE PROW NU. SXE L JULY 9T .HW"pMA't.TO.FN.000 2 5 Cosy., gal 0MDT by Cofer I. Burge64 Ina STAMPEO4rCAXTEHS B�BOEBB\ON N. SIDF/ GOLDEN 7gIANCLE BLVO. N 6025 663 Y E 69905.960 EL.•T31. 35 / PROPOSED GRA SE'�IER TO WHITE'S BRANCH ( CONTRACT B 'T-�K . '1 'BENCXMARY�' R-2013 S flR SPIKF/IN ASPHALT NASi5NS593. i89 EE 64yy93.011 EL. •jl98. 41 \ PROPOSED JUNCTI STRUCTURE f• 2 (CONTRACT lingo MDM tt[ss0. PROPOSED 2411 FORCE MAIN (-CONTRACT C) 1 J 1 .URBIDLET221.1111 SOH • PROPOSED -Li FT ST4 ,T ION 1 (CONTRACT Al• NOTE. THE CONTRACTOR SMALL CONTACT TMf FWLOWINS AT LEAST 96 HOURS PRIOR TO ERCAVATIMO IN THIS AREA, FORT WORTH WATER DEPARTMENT .611. BTIg296 LONE STAR GAS MANY B1 T. 92i-6969 lWE 701.1 INE 214) 460-1i0 CHEVRON I E LINE GO.BIT. 599-62T2 UPIPE BIT. 06-904 SOUTHWESTERN DELL TELEPHONE COMPANY (BOO 8001 GENERALMARCUS J95-0440 TELEPHONE xCOMPANY394-BJTT E COMPANY t600. GABLE ASSOCIATES (BIT) 246dS36 FORT WORTH TRANSRGNLNPURIM WORMS.MIDIADIVISI MT, OTI-DIVE FORT WORTH DEPARTMENT OF ENGINEERING O i1_T910 KELLER TCORPORATIONEIBM it 4111 -10 MOBIL OILIIBI NOTE SEE SHEET 3 FOR PROJECT BENCwANKS AND DESCRIPTIONS LEGEND 2400 EN 24 FORCE MAIN EXISTING WATERLINE AS NOTED UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FENCE COMBINATION AIR & CCUM RELEASE VALVE BLOW -OFF VALVE O CONTROL POINT ID ELECTRIC MANHOLE LIGHT POLE 0 0 POWER POLE • GUY WIRE ▪ SIGNAL BOX • TELEPHONE VAULT • TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE / PM PIPELINE MARKER 64 ER VALVE NI WATER METER 6 FIRE HYDRANT O WELL — SIGN 0�214t94 2000 4000 6000 GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS WATER DEPARTMENT ICIINTEL SANITARY SEWER PROJECT OVERALL LAYOUT & CONTROL PLAN c Carter Burgess C R716 M1LGE1"` DESIGNED. GRETCNEN N. WILLIAMS SUBMITTED. JOHN M. COOI DESIGN. CNN ORAWN. FOAM CHECKED. JNC RECOWENDED. JOM H. 'DESIGN ENGINEER As sxDWx 3 JV YL 9T !'1°4w601010 OOx O,R029TIOHO.RIaONOco MI � a . ;s, C00yr Tont01991 I»' Cor1er 6 BUrwee. Inc. Parcel No. ROuten Real}y Owner 1y� I' PROPOSED GRAY Y SEWER ' TO WHITE'S BR4NCH 1 (CONTRACT 8),r PROPOSED L.111NOT_I ONI STRUCTURE e 9ONTRACT A) ORecency Partnere OEdna Crawford O City of F1. Werth SHT 6 SHT 7 SHT 8 �_-TA ROAD PROPOSED'24" FORCE MAIN (CONTRACT C) Easement Width II Parcel' Owno, Permanent Temporary 1 No. 20 tt. 50 ft. O v ILPIIa BrMll 20 ft. 20 ft. SO 01110000 Free.ay Ltd. I 20 ft. OChorlaa rxr 10eed1 ihwae Weelw eraWer 20 ff. TO Sforldan6 Curtis Brewed 20 ft. OJack le In0rm, I 20 ft. so ft. 30 ft. 30 ft. 30 ft. 30 ft. 30 ff. TO I JUI IP a Loa. Sexton I II II.. Rorer 10 WIIIIaM I lz 14-. 0 W. Terry u000a� 0C.B.KMMo1I S Portnere l 14 I HI IWo.d 2410 Ltd. I (31 I Intel I I SHT 13 Easement Width 1 Parcel Permanent Temporary No. 20 ft. 30 ft. II 20 ft. 30 1t. II 20 ft. 30 ft. 11 20 ft. 20 ft. 25 ft. 25 f1. 30 ft. 19 20 22 23 30 ff. 24 30 ff. II O 30 f1. II 2T SHT 14 IISHT 1 OLD DE TM RD. O 0����t /0. ,.. SHT 16 PROPOSED LIFT STATION ale 2 (CONTRACT A) ( \.PROPOSED 24" FORC MAIN (CONTRACTI CI Owner sally WII Ila10 Jew. WII Ito. Wayne MOPlwarewl Mll1Wo00 1356 Ltd. G01den1 Triangle Ltd. Keller 150. M00010 Pork Ltd. Par4 Easement Width Permanent I Temporary 30 ft. 20 ft. 20 ft. 20 ft. 20 ft. 20 1f. 20 if, 20 ft. I 30 ff. 30 ft. 30 1t. I` 60 ft. I 30 ft. I 30 ft. SHT 21 OPOSED LI STATION e1 .(CONTRACT A NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST HOURS4. PRIOR TO EXCAVATING M THIS AREA. FORT WORTH WATER DEPARTMENT LONE STAR OAS COMMAS LONE STAR PIPELINE CHEVRON PIPE LINE CO. TU ELECTRIC ATIT SOUTHWESTERN L TELEPNa1E COMPANY TELEPHONEGENERAL COMPANY MARCUS CABLE AND ASSOCIATES FORT WORTH TRANSPORATIOM S PUBLIC WORKS, LSIGNAL DIVISION FORT WORTH NDEPARTMENT OF ENGINEERING KELLER WATER DISTRICT MOBIL OIL CORPORATION MITI 821-929G IPiJ 922-6969 1214, 1i40 1 i2 M111 594-02MIT/ 33S-9454 MOW 252-1133 M001 395-0440 10001 344-83TT MITI T1 246-5530 MITI Bi -a100 OM/ BTI-i910 055 MID 431-1101 NOTE. SEE SHEET 3 FOR PROJECT BENCHMARKS AND DESCRIPTIONS LEGEND 24.00 rrarrr 0 .01 0 0 O t 0 NEW 2e FORCE MAIN EXISTING WATERLINE AS NOTED UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FENCE 0OMBINATION AIR S ACCUM RELEASE VALVE BLOW -OFF VALVE CONTROL POINT 1 BENCHMARK ELECTRIC MANHOLE LIGHT POLE POWER POLE GUY WIRE SIGNAL BOX TELEPHONE VAULT TELEPHONE PEDESTAL GAS MANHOLE GAS VALVE PIPELINE MARKER WATER vALVE WATER METER FIRE HYDRANT WELL SIGN 0 2000 4000 6000 GRAPHIC SCALE IN FEET L-- CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER PROJECT SHEET LAYOUT PLAN & PARCEL MAP ,C4� Burgess CARTERS BURG. 04G /— C. HNr xamnFw-m DESIGNED. GRETCHEN N. WILLIAMS RECOMNENDEO, SUBMITTED. JOHN H. COOK JOHN H. COOK DESIGN ENGINEER DESIGN. GNW sE0LE HOOT NO. DRAWN. RIM ""YF-N'Tonel 44144 ISH 4 J CHECKED. NLYC JU97 C LILDEAER tBi Dix E rSEeEA ox Ic T rr" PSfA366464..01 EARAxi "' JUNCT10H STRUCTURE ISEE SHT JII BEGIN 24• FORCE RAIN INSTALL. 1-90° BEND II.WELDEO JOINTS A10 BLOCKING sTM iC 1801VEMI DATER DD." 760 740 • 730 720 i F F 710 , G.-,ii N 458623.11 E 206495T.45 74JIA367LL90081 • 1-900 BEND IF,WEL1TD JOINTS AND BLOCKING N 9588590001 gj0'00TI E 206195T. AS PI STSTALA L. 367a50.66 IN 1-9DBEND LTINO c OEF so"o0' o'DO. oo•Ln N 454859.91 E 206500T. 10 FUTURE NORTH BEACH ST. GOLDEN TRIANGLE, LTD. VOL. 12291, PG.127 J R KNIGHT SURVEY A-902 700 REMIT - ne 01 09004+ C00CVMERT II`:II� CAURVE DATA I IDELTA I DI115 TANGENT 69043'251 1210. 50' 82T. SW RADIUS POINT LENGTH I NORTHING EAST INC 1451. 91' 1460306. 82 2066224. T9 GOLDEN TRIANGLE, LTD. VOL. 12291, PG.127 CONTRACTOR SHALL VERIFY LOCATION W M MCGOWEN I pp OHOTORAHY CONSTRUCTION GN YJTEA SURVEY A-999 TR 17 N 01)6. 354e - 690 1 / 680 I y 670 + '.` 368 :opyr131401991 by Carter A 130-900. Inc. 371 TR 2B1 TR 2B NEW 24" DIA FORCE MAIN STA 3BW86.70 BEGIN 42"ID STEEL CASING PIPE M-468* 2411 DIA. FORCE MAIN 376 FOIE• FCFCCLARNIITY AND SXOLLRBEA IMA00ENPERSNOTE IB. SHEET 2. WARNING!! LEIOERGROUND r IPELINES 1 W M MCGOWEN SURVEY A-999 INSTALL 116 LF OF 42" ID STEEL CARING PIPE IBY OTHER THAN OPEN CUiI 2 SBEG TA 3rv8602 HE [ CAP R 1 zO] A0 EL TR 1C J R KNIGHT SURVEY A-907F INSTALL 140 L OF CONCRETE CAP STA 387 6600 EIIO CONCRETE CAP _. STA386N11.00 ..,T o COAST 6" BL011OFF INTO SAP MANHOLE STA 389.44.B7 M SEE DETAIL SIR 22 INSTALL. 1-2• COMBINATION AIR 1 zo'Row a J R KN I GHT VALVE 01 v00LITSE £c",y SURVEY A-902 EX1'` TOP OF 381 388 WARNI BGII HILINES TALE NOTE. THE CONTRACTOR SMALL CONTACF0468 AB HOURS PRIOR TO EXCAVATING M THIS AREA• WATERFORT WORTH DEPARTMENT tam 01-8290 LONE STAR LONE STAR OAS COMPANY -6960 PIPE LINE CO. 41210 4--162T2 UOELECTRIC AT T'8171 2-1133 SOuTHWESTERN BELL TELEPHONE GWENT BO 40 GENERAL NONE COWAN( -8377 MMARCUS CABLE AND ASSOC OC EES 18171 26-039 FORT NORTH WORKS. LIGHTRAND PSIGNAL DIVISIONIBM 871-810 rora NORTH DEPARTMENT IOf ENO! x RING BI ELLEN WATERDISTRICT TT 01 100 MOBIL OIL CGRPORAT ION c8171 431-110 IMTE. SEE SHEET 3 FOR PBUJECT BENCMNARKS AND OESCR IPT IONS LEGEND 2000 - NEW 20 FORCE MAIN EX ST LNG wATERL INE AS NOTED — UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC o O FENCE - COMBINATION AIR 6 VACCLM RELEASE VALVE - BLOW -OFF VALVE • CONTROL POINT • ELECTRIC MANHOLE ▪ L IGRT POLE H POWER POLE I POT . GUY WIRE SIGNAL BOX G TELEPHONE VAULT • TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE tib AwM PIPELINE MARKER pJ\ WATER VALVE �J X w • WATER METER RE HYDRANT ,5� O WELL :4 — SIGN 11 fir„ 93 ir.rw rccA_. a Ig OR WITH iIOiE EON 4 67'E700N®L000S LTENWATE Dos O, RACT_DOCC IEN7-i— • O 100 200 300 GRAPHIC SCALE IN FEET 1 1 PlkOF ILE SALE 1' = 1001 HORZ. --___ I' - 10' VERT. 700 ps. INTEL SANITARY SEWER PROJECT 690 24" DIA FORCE MAIN B[EIGIN /1M--46892 EXIT STA.366426 TO STA391.26 Cf� Carter W Burgess Rm8 0U� , LNG DESIGNED. GRETCHEN N. WILL1AMS RECOMIENOER SUBMITTED. JOHN N. COON JOHN N. COOK DESIGN ENGINEER 670 OES IOIO �NW SCALE s TA: RMM AS S.,OIM rz#€ u7 040u0 I 5 CHECKED. JHC JULY 97 OON PA 0497100‘0.040401. •nt 760 750 740 720 710 680 1. 1.. 9 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT Ee 1 ii 3 I IK f� 760 750 740 730 720 710 700 690 680 670 CURVE DATA r�1 DELTA gAII RADIUS ) TANGENT) LENGTH 1 2 68743' 25'f 1210. 50 I 827. 66 1 1451.91' 1 1 66" 19' 02 1158. 57' 756. 95' 1 1340. 99' J R KNIGHT SURVEY STA 395 0 A-902 CONSTMANHOLE BLOW-OEE INTO SEE DETAIL SHT 22 TR 1 f �� 160 81 � dm 2� �4Aji ..�..7 .:n TR IC ram _ \ 9. Ala tO T E 60Ix6L51A6 J R KNIGHT r SURVEY \ A 902 \ N. M-4683( RADIUS POINT I NORTH ING'II EAST ING I 460306. 82 2066224. 791 462870.8 12066293. 581 NEW 24" DIA FORCE MAIN 1RTNRE NORTH BEACH ST. I LF J R KNIGHT SURVEY A-902 24" DIA. FORCE MAIN TR 3A NOTE. FENCE REMOVAL AND/OR REPAIRS NOT SN01M FOR CLAfl ITY AN0 SHALL RE MAOE PER NOTE I8. SHEET 2. TR 1 5TA 413A28 18 1 INSTALL. 1-2" C01016UT10N AIR A VACUUM RELEASE VALVE NV VAULT TO IC TR 6C BILLINGSLY SURVEY A-70 TR 6C1 NOTE, THE CONTRACTOR SHALL 7.466X- 48 HOURS PRIOR TO EX CAVAiInG Ix THIS AREA. FORT WORTH WATER DEPARTMENT 10171 8/1-8290 LONE STAR OAS COMPANY IOM 927-6969 LONE STAR PIPELINE 12141 460-1740 CHEVRON PIPE LINE CO. 1 1alb 594-6272 V ELECTRIC 181T1 336-9454 AT 6001 282 1133 SOUTHWESTERN WELL TELEPHONE COMPANY -0440 GENERAL TELEPHONE COMPANY 4-037T MCUS CABLE AND ASSOCIATES (BID 246-6538 FORT NORTH RANSPORATION PUBLIC WORKS. L1C6 HT AND SIGNAL DIVISIONI BID 1171-8100 FORT WORTH DEPARTMENT OF ENGINEERING I 8171 WTI-7910 KELLER WATER DISTRICT 1EIT) 31-1055 MOBIL OIL CORPORATION I 601 431-1191 NOTE/ SEE SHEET 3 FOR PROJECT BENCHMARKS AND DESCRIPTIONS LEGEND 24+00 NEW 24" FORCE MAIN EXISTING WATERLINE AS NOTED — UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC —OHF— OVERHEAD ELECTRIC FENCE VACCUMARELEASERVALVE 9 OW OFF L E CONTROL POINT O ELECTRIC MANHOLE T'} LIGHT POLE O GONER POLE UT WIRE • SIGNAL BOX ® TELEPHONE VAULT ® TELEPHONE PEDESTAL O CAS MANHOLE O PAS VALVE • PIPELINE ARKER WATER VALVE 19 WATER METER d WELL HYDRANT .. ELL — SIGN 100 200 W''—�ACR1jlk \ .I U TIRE ▪ T\C I. 0002 TO fiE RES RAINED-B ERT T&. i E-DOWN✓-BLOCK - 087 THJLTEs.% tG OR'TRtcr0NT;UTME06001 I r- 00 EOT6AIn,T11 • F 1 I IE Do ry e.ocKS— P1 TER TE C:SJ Cf� L co DI )rv5 oF- CT DOCU EUT� ��I GRAPHIF 17E IN FEE OF RILE. SUE: 300 i1 1" • 100' HORZ. 1• = 10' VERT. 760 750 740 730 29 96- r ▪ 700 2 690 391 COcyrlvv. 01997 By C*FMF A 0r0e0W, Inc. 396 401 406 411 680 _ J 720 I —1 T10 I -1 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT INTEL SANITARY SEWER PROJECT M-4689f EXT 24" ETA. DIA 391�FORCE26AST AI A416.26 `4119 6 81MGE33.INC. - GRETCHEN N. WILLIAMS REC 100660E1h SUBMITTED, OINK COOT JOWW H. LOOW DESIGN ENGINEER I.' I -+0+ DESIGN, GM ASSHOIM L MA 416 y ORANM FM S f0T04 0140140 6 5N„ CHECKED. J6C JULY 9T \�iV1II OGN P3.10807 040\CIhMManX7."N1 760 750 730 J R KNIGHT' SURVEY 902 / CITY OF FORT WORTH PT STA419 INSTALL. -45a BENS 0' BLOCKING OEP 45 DO'00"RTI N 462816.61 E 2067450. BB TR U 30 LF OF ASPN PAVEMENT REPAIR TR 6 PI STA420.60.13 INSTALL. I-45 BEN WV0TINO IOEF 4, 00.006L0"LTI REELER I. 5.0. N 4628T3.3B VOL. 8402. PG. 40 E 206T508. 23 T. C. 0. R. TR 6C1 J BILLINGSLY SURVEY A-70 ¢I I TR 2J6 TR 2J4 I _B4T28L" 45 F INTO MANHOLE a&c L ENT 22 TR 2J5 TR 2J7 —NEW 14N DIA F CUELLA SURVEY A-266 TR 2J2A FORCE MAIN CURVE DATA 11 DELTA RADIUS TANGENT 60'19'02 1158.5T' 756.95' TR 2J1 TR 2J TR 2JIA .— huh..—3ie-f. ND PI 42"ID STEEL A51NG PE INSTALL 50 LF OP 42" ID STEEL CASINO PIPE IBY OTHER THAN OPEN CUT) STA 420F96.25 BEGIN 42"ID STEEL CASINO PIPE __J LENGTH 1340.99' RADIUS POINT 1 NORTHING,/ LASTING 1626T0. 561 NOTE. FENCE REMOVAL ANNAT REPAIRS NOT SHOWN FOR CLARITY ANO SHALL EE WOE PER NOTE 18. SHEET 2. TR 2C F CUELLA SURVEY A-266 TR 20 TR 2E N-EB^3H"EP'E 1/4 � C \XW. �I�%l_--- IU%" ]►C___110121IIr - z TR 1 W M HUFF SURVEY A-649 BACKFILL PER FIG 'K ',PE C I -OR B KnLL: IU L •�.M%j_'°AB -sxrsT` —v cr 'll�URE T/C I—'— 5Fs i 3 7! 0 1 I ._ F 720 Z 700 690 _'k I lai 680 :&?5 416 418 419 420 421 Crg0r101401997 by Carter S BUrges., Inc. TR 14 it '^I MRS. SALLY C. WILLIAMS VOL. 1215. PG.189 M-4684- 24" D I A. FORCE MA I N t)1-N-f1lD, ?3; TmirF tC42 >E 9— r_ J„ iRRI:Gs2E613. .136 Ft—rt 1CON1HEPRORtt i - =_ -$.$EN VETT 1012219$ A6Tu. 1,1k ,rG,- F R FFFF 3T1 41 1,14143 426 431 436 J CHIRINO SURVEY A-265 1'127 690 680 441 NOTE. THE CCNTRACTOR SHALL CONTACA IBI[IPOLbdAS 4B HOURS PRIOR TO EXCAVATING M THIS AREA. FORT LONE WSTAR ORTH GWATER R �67, 92T-69 © DEPARTMENT 67f-1069 69 LONE STAR PIPELINE 1460-1740 CHEVRON PIPE LINE CO. 1 ;BIT, 59h62TS TO ELECTRIC T, 336-9454 252-1133 SOUTHWESTERN BELL TELEPHONE COMPANT 01 31S--0440 GENERAL TELEPHONE COMPANY 1600 344-SETT MARCUS CABLE AND ASSOCIATES 161T, 246-5538 FORT WORTH TRANSPORATION B P O WORKS. GNT AND SIGNAL DIVISION1817, 101-B100 FORT WORTH DEPARTMENT OF ENGINEERING 1817, AT -TSIO KELLER wATER RIOT 1 MOBIL OILCOIPOIAT ION 1010 431 �11111 • NOTE. SEE SHEET 3 FOR PROJECT BENCHMARKS AND DESCRIPTIONS LEGEND 24.00 �!— NEW 24" FORCE WIN — W — EXISTING WATERLINE AS NOTED — UST— UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC - FENCE COMBINATION AIR M VACCUN RELEASE vALVE - BLOW -OFF VALVE • CONTROL POINT \ BENCHMARK ID ELECTRIC MANHOLE # LIGHT POLE O POWER POLE t, GUY WIRE O SIGNAL BOX 0) TELEPHONE VAULT O TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE OM PIPELINE MARKER ea WATER VALVE IR WATER METER 6 FIRE HYDRANT O WELL PA SIGN 100 200 300 .8P�,PJH sr.,1b FF\F% AROF ILL SCILEI 1" . 100' HORZ. 1" 10' VERT. = 760 — 9 9fi—•• 7. -1 r , CITY OF FORT WORTH, TEXAS WATER DEPARTMENT 750 740 730 720 710 INTEL SANITARY SEWER PROJECT 24" DIA FORCE MAIN 1A-46894 EXT STA.416+26 TO STA. 441.6E145 ,L� CNNER 6 BURGESS, ING �/_ CarterBurgessrm xOMa7ew7 TVH LEST MED. GRETCHEN N. WILLIAMS RECOMMENDED. SUBMITTED. JOHN H. COOK JOHN H. COON DESIGN ENGINEER DESIGN. GAD 1L`ALL 0 T x0. 00 CHECKED. MC I JU YN 91 PRErn DARK 7 Nw P.I«.971a4a.al..N.ewy3..N, 1 { i? 1 !" MATCHLINE STA 441+68. 45 TR 2G 760 750 740 720 �V 11 710 700 690 680 J CHIRINO SURVEY A-265 TR 14 TR 283 TR 261 TR 2K F CUELLA SURVEY A-266 TR 2H TR 2A NEW 24" DIA FORCE MIN i� e"6 'i i r:f7l.e ../,v. 1� r r� r.r , N. f 9 y V A--- 1:OAD "J — �-�1111_Y�7►����___]II![I'--T=---"'--"-- NIII:NIL\v_14%_�=v11L_�__II_�►7!___i_1_�1�/_7"Y__%]��_fl,._► j� NOTE, FENCE ROAIDVAL ANO/0R REPAIRS NOT 5H0M1 FOR CLARITY AND SMALL BE IMDE PER NOTE IBM SHEET 2. HILLW00D FREEWAY LTD. TR 6 TR 14 STAT4443463.45 I-2• COOINATION AIR 0 VACUUM RELEASE VALVE IFV VAULT „ THIGH POINT -L EA UST -GAL VNp- -o cL pf PIFE MRS. SALLY C. WILLIAMS VOL. 1215, PG.189 M-468* 24" D I A. FORCE MA I N Volume to be drained KEILIT NOTE, THE xCONTRACTOR R 70 000 1 ' , ,WIAV900, AX.RfT 48 FORT WORTH WATER DEPARTMENT ITI OTI K290 LONE STAR GAY COMPANY O 101T1 92 969 LONE STAR PIPELINE 12141 460-1T40 CHEVRON EWOELECRIPE LINE CO. 010 694-620 HT30-6454 VET 1 SOUTHWESTERN BELL TELEPHONE COMPANY 5001 398-0440 GENERAL TELEPHONE COMPANY MOO 344.020 MARCOS CABLE AND ASSOCIATES 181T1 246-5560 RANSPOHATION M PUBLIC WOROMTS, ON AND SIGNAL DIVISI181 T1 110-6100 FORT WORTHDEPARTMENTOF ENGINEERING 100I 0T1-7910 KELLER ER DISTRICT .801 MOBIL 01L CORPORATION 181. 4511 11101 Q. NOTE. SEE SHEET 3 FOR PROJECT BENCHMARKS AND DESCRIPTIONS Ef LEX3BND 1 24+00 2440 NEW 24" FORCE .MIN EXISTING WATERLINE AS NOTED 6 _ _ UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC VT — — OVERHEAD ELECTRIC OxF - .. .—. A VlS 1'A AEJAD .L _ 9— COM0INATION AIR M L...__ ___ Z VACCLM RELEASE VALVE 1I t‘';r%lhltl=llA�il1\� x Ji.i. STA 463.73.45 CONST 6• BLOW -OFF INTO SWAP MANHOLE SEE DETAIL VT 22 F CUELLA SURVEY A-266 _ PE TOLBE iED n _—.7 7. 441 446 451 456 461 fmVr lretelvvi Dv Sorter A Bur... Me. TR 11D JAMES WILLIAMS VOL. 1398. PG. 314 BLOEO 'gKS, N'ALT.RN TE-GN, 51,, ,L ro D T ON,OES OF 466 690 BLOW -OFF VALVE 3 CONTROL POINT O ELECTRIC MANHOLE • LIGHT POLE O POWER POLE • GUY TIME O SIGNAL BOX 0) TELEPHONE VAULT 0 TELEPHONE PEDESTAL O GAS MANHOLE 01 GAS VALVE 145 PIPELINE MARKER 64 HATER VALVE N WATER METER O FIRE HYDRANT O WELL 44. 510N 100 200 300 .0007 Fr.ALE ;9 Ef Fr.„. PROFILE SCALE. 1. • 100' MORE. I. • 10' VERT. —1 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT 760 750 740 730 720 710 INTEL SANITARY SEWER PROJECT 24" DIA FORCE MAIN M-46R11 EXT STA 441+68.45 TO STA. 46E46R 45 l C1ATE0. A BIMGFSt,NG f� Carter =Burgess 680 DESIGNED. nn wwm ,w ra, GRETCNEN N. WILLIAMS SUBMITTED, J01114M. COOK DESIGN, 0N2 DRAWN. RIM CHECKER JNC RECOMENDE0. JOHN N. COON DESIGN ENGINES„ZENEfiae8 t ]11 ,0 F CUELLA SURVEY A-266 I ) 760 CURVE DATA DELTA RADIUS TANGENT LENGTH 20°02'08'I 107,001 189. 89 I 315.90 I TR 6 HILLW000 FREEWAY LTD. + Al I'A MIA ROAD TR 110 y 750 740 730 720 L-+1 h 700 690 STA 47348845 INSTALL. 1-2" COMBINATION AIR 2 VAC11W RELEASE VALVE W, VAULT JAMES W LLIAMS VOL. 1398, PG. 314 TR11C ONTF 6T DD0Ni NS 0C RADIUS POINT I NORTHING EASTONC 46280.8 IFD66293.581 TR 6 NEW 24" DIA FORCE MAIN 3 +_ M. W. MDPHERSON VOL. 1398, PG. 108 /IHigh Point • 1J. I1 .rIC I' - I/ '. 10X41PP 711rOI FENCE REMDVAL AN0O1 REPAIRS NOT SHOWN FOR CLARITY AN0 SHALL BE WAGE PER NOTE 18. SHEET 2. G W PARKER SURVEY A-1251 HILLW000 FREEWAY LTD. VOL. 9381, PG. 66 TR 1 TR I -'1HIyyLLw00D FREEWAY LTD. VI STA 486+93.450L. 9381, PG. 66 NI ONST 8• BLOW -OFF INTO. sum, MANHOLE SEE DETAIL UT 22 50 LF OF ASPR PAVEMENT REPAIR PNI STASTA 0• 4+4 795,33 3 I-22°]0'Op BEND W, BLDLW IHG I OEF 2Y 30' 00"LTI N 46BT59. 9 E 2062561.27 M..468 J CHIRINO SURVEY A-265 24" DIA. FORCE MAIN y TR 1 I I r, . -1 Hrplg NDTE 461121=05 •E is.4 EAST FORT RTH WATER LONE LONE STAR PIPELIAR GAS NE 0.A DEPARTMENT LJ1 TV/ 214) 46T-B%0 CHEVRONiRIC INE �./ 1810 9454 ii:IICOS CABLE AND ASSOCIATES GENERALCOWAxY I610 246-5539 11006 LIGHT AND SIGNAL DiviSION FORT WORTH OEPARTMERT OF 219911 ENGINEERING 101nr T1 MOBIL OIL CORPOU1IOx 1-1055 1610 43 -1181 NOTE. SEE SHEET 3 FOR PROJECT 90401119110 AND DESCRIPTIONS LEGEND 24400 - NEW 24" FORCE MAIN EXISTING WATERLINE AS NOTED — um— UNDERGROUND TELEPHONE - — UNDERGROUND ELECTRIC OVERHEAD ELECTRIC - FENCE $ C8M91NA7 I.E AIR A VACCUM RELEASE VALVE - BLOW -OFF VALVE ID CONTROL POINT ID ELECTRIC MANHOLE LIGHT POLE O POWER POLE • GUY WIRE O SIGNAL SOX ® TELEPHONE VAULT E TELEPHONE PEDESTAL B GAS MANHOLE O GAS VALVE PIPELINE WARNER s9 WATE R VALVE ® WATER METER O FIRE HYDRANT O wELL - SIGN 100 200 300 I PROFILE SCALE, N 100 HORZ. t' 10' VERT. 760 750 T 740 730 29 U96 'e y4.: Wr •�.i �- I 7 Ir 720 I 710 VORTKAH-LA t0R0DOWN 10 tNS— 'N,a 61N AI=/0 DITIONS OF 1 tl 2 00 CITY OF FORT WORTH, .b AS WATER DEPARTMENT INTEL SANITARY SEWER PROJECT 24' DIA FORCE MAIN M 468-W EXT. STA.466v68 45 70 STA 491+68.45 Carter. GR F0.A W0.GLSS.ING 680 DESIGNED. ,IYE'WOf 690 Copyr 1 Ott 019496T6'M Carter E Burg.. Nq. 471 476 481 491 NET HEN N. WILLIAMS 5U8M TEEN JOHN 0 COON DE51 N, 81I1 DRAW* NM CHECKED JAC RECOMIENDED• JINN H. 000X DESIGN ENGINEER A�SESHOEIIH 10. 06DN N0. SHEET_ JULY 9T :1eTww1A14a 19 //`I�r DON a,1o0,9710.01,n04ue yS. Nn 750 - 3 740 730 720 Ma G W PARKER �$ SURVEY 44'v { A-125,1 j Xa s'Y' 710 iy 700 690 680 70 TR I mom SHE -CONTRA 491 coPyf Icc* O199T by Crier n Borges. Inc. HILLW00D FREEWAY LTD. VOL. 9361, PG. 66 :8 8 STAT49L .83.45 INSAL COMBINATION AIR T. VACUUM RELEASE VALVE IN VAULT h� ; it' 496 HILLW00D FREEWAY LTD. VOL. 9381, PG. 66 501 NEW 24" DIA FORCE MAIN 1s TR 7 J MCDONALD SURVEY A-1106 CURVE DATA RADIUS POINT 1 DELTA RADIUS TANGENT LENGTH NORTXINGJ EASTING 1 23°34'34" 1519.50' 135.41' 2T1.2 1471218. 3P6i061638.651 23°34'03" 1219. 50' 254. 41' 501. 62 14T1536.5 2p(T082. 651 M-468 24" DIA. FORCE MAIN NOTF. FENCE REMOVAL AND/OR REPAIRS NOT SMOWN FOR CLARITY AND SHALL BE MADE PER NOTE 18. SHEET 2. TR 1 J MCDONALD SURVEY A-7106 NOTE. 48 HORS PRIOR 30 E.D: 740btAl, Cn FORT LONE STARWORTH DAS COMPANY WATER LONE STAR u1MENT LINEDI TU cNEVRCNSOUTH/NE L ATV LSTER.. BELL TELEPHONE T`O.PAxY COMPANY MARCUS ABLE AND ANS ORAS` FORT NORTH ONESPUBLIC FORT HDANO xDEPARTSIGNAL DEPARTMENT ENGINEERING KELLER WATER MOBIL IL CORPORATION OON IBm i<s%slie 2-W1Dg cal TI 431-1181 NOTE. SEE SHEET 3 FOR PROJECT BENCHMARKS AND DESCRIPTIONS LEGEND 24.00 NEW 24" FORCE MAIN EXISTING WATERLINE AS NOTED - UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FENCE —- 3- VACCUMARELEASERV4LVE BLOW -OFF VALVE • CONTROL POINT ELECTRIC MANHOLE HT POLE O POWER POLE MNLB:IRE O% ® TELEPHONE VAULT TELEPHONE PEDESTAL O GAS MANHOLE O PAP VALVE PIPELINE MARKER Im HATER VALVE MET 6 WA TER ® WELL - SIGN 0 100 200 300 SCALE IN FEET GRAPHIC P ALE SALE. 11 1 •100 HORZ. 1' 10 VERT — 750 740 730 720 710 700 CITY OF FORT J0141-1, fEXAS� WATER DEPARTMENT INTEL SANITARY SEWER PROJECT EXT 24" DIA 491.A& 45 TOASTA. 516+68.45 CC/a4r�t�e�r� n euRGFSE.INC arter. Burgess ra".om.n.wr-nM DESIGNED. GRET NEN N. WILLIAMS SUM TTED. JOHN H. COON AESIGNI 0, DRAM CHECKED. JHC RECOMAENDEO. JOHN H. COCK DESIGN ENGINES„ ;XOW" q:, I.e.4R 110 JULY 9T �1 TR HILLW00D FREEWAY LTD. VOL. 9381, PG. 66 ggAv v i S d 700 1111 I;F2 !S€ 690 Ea,E I!� 1 �;I 1E- 680 670 660 640 630 516 CopyP10410199T My Carter \ Borp.M. IrxM J G MCDONALD SURVEY A-1106 HILLWOOD FREEWAY LTD. VOL. 9381. PG. 66 TR 1 NEW 2411 DIA FORCE MAIN TR 2 J G WILLIS SURVEY A-1682 TR 2 H ILLW00D FREEWAY LTD. VOL. 9381, PG. 66 CURVE DATA RADIUS POINT 1 / DELTA RAOIUS 1 TANGENT LENGTH NORTHING FASTING I / 19.27'21] 1180.50 I 149.69' 297.79 I4T250B.*I2064505.56I HILLWOOD FREEWAY LTD. VOL. 9381, PG. 66 T G WILLIS NEM 24. DIA FORCE MAIN SURVEY ,E2EEE44��� A-16$2_0TAAION ION D E MAT ONt�2Z BK� II NSiAL4 -F11� 1-39'22'3O• BEND ABLOCX IM[� (DEF 91a3T'S8•LTI N 9T3431.58 E 2065220. 00 P I ISTA 53t51.26 INSTALL. I-4B WBLOCK IXO D 48 22'1041.0 733 E 2065923. 87 FOUR TR/1B \MA 7-0uNe sr 2, NOTE, FENCE 1B. 5N Rig / / 1i/1/ / L i /N/H/LLWOOD FREEWAY LTD. / VOL. 9381, PG. 66 /% / Y ANDNSH09 R EAMARUENVER NOSE 1 650 I NOTE. ,B NCONTRACTOR : E►.:4680 f :T LEAST PORT NORTH WATER DEPARTMENT LONE STAR GAS COMPANY LONE STAR vIPEL I NE CHEVRON PIPE LINE CO. TU ELECTRIC SOUTHWESTERN BELL TELEPHONE COWAN, GENERAL TELEPHONE COMPANY MARCUS CABLE ANO ASSOCIATES FORT NORTH TRANSPORAT ION W PUBLIC WORKS LIGHT AND SIGNAL DIVISION FORT WORTH DEPARTMENT OF ENGINEERING NELLER WATERDISTRICT MOBIL OIL CORPORATION t BID 6969 2141 1E0 62Tx c al it 9454 195-049p 1800 344-63TT I BID 248-5539 61T1 BTIW 1:n-i910 -1056 161T1 431-1191 NOTE. BEE SHEET 3 FOR PROJECT BEMC.WRNS AND DESCRIPTIONS LEGEND 24.00 NEW 24• FORCE MAIN EXISTING WATERLINE AS NOTED —OCT— UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FENCE COMBINATION AIR \ VACCUM RELE45E VALYE BLOW -OFF VALVE • CONTROL P01NT • ELECTRIC MANHOLE 0.. LIGHT POLE O POWER POLE • GUY WIRE 6 SIGNAL BOX ® TELEPHONE VAULT 70 TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE /PM PIPELINE MARKER of WATER VALVE O WATER METER 6 FIRE WORMY O WELL — SIGN $— 100 200 300 0NAPNIC SCALE IN F �T PROFILE SCALE. 1' - 100' HORZ. I• - 10. VERT. IMO CITY OF FORT WORTH, TEXAS WATER DEPARTMENT 710 700 . 680 LINTEL SANITARY SEWER PROJECT 640 24• DIA FORCEE MAIN M-468i/E1EE)CC SSTA 516+58.45 TO STA 541+54.09 COMM B 6 BI rtGF55.1 630 DESIGNED, wrt.'onnn w nN GRETCHEN M. WILLIAMS INELTIMBENDE0, SUBMITTED. _/ — JOHN X. COX DESIGN. G. 521 526 531 536 541 CHECK RH NECKED. JXC JOIN N. COOK DES ION ENGINEER Aicag. PROJECT N0. SH JULY 9T agi1m; M0.4. u I ll 600 STA 544+49.09 CONSTR. 81011-OPF INTO SSEEPDMEETTOAII OLE SN7 00 II II °a-1 PI ST6544844.41 II II 'I INSTALL. • I-90° BEND P,BLOCKING -I 11°15' BE116.1 ,4r N 472960.04' I I E 2061260.17 HILLWOOD FREEWAY LT - ' VOL. 939J._EG__66_ _ 5 60°01.334 680 670 660 650 I~il` 1.32 Z j I - DO LF ,2' CASING PIP.0 00 LF 42" CASING PIPE 200 LF 12' CASINO PIPjI Y OTHER THAN OPEN CC((II BY OPEN 007 BY OTHER 011*0 OPEN cNUTl " • "A sylN IT°52'91IV ppATCH E1N -STA 541+54.09 PI STA 54245379 INSTALL. I-22°30' BEND IP,BLOCKINO IDEF 25°12'294 LT, N 2T608240 640 630 620 ERT145,TIE[-00 pp B/Rt0 R-W N-ALKERNA EDESION. 6I D EE SSI E fA CON TTIONrOf EN45-I I - 1 _ 1 541 Capy')3 *O199T 0y tarts 6 Burgess. Ina. LF z^ BY OP CuT I; I 546 P IDOL ''°DO SURVEY'• HILLWOOD FREEWAY LTD. VOL. 9361, PG. 66 STA 550+5409 B' RCP IV 4.1 SET 1 A 1 NEW 24. 01A FORCE MAIN NEW ACCESS R0. SEE SECTION SNT. 22�, AGLE MTN-ROANOKE SW 345. HILLWOOD FREEWAY LTD. VOL. 9381, PG. 66 BACKFILL PER TK00T PERMITMfrart ,{ N i ilT- UR 551 EPA"$, P RR 0 ' URVEY PI STA 556+1561 : 1 1 43 CONNECT TO)24" TO LS42 INSTALL. 1-11°15'00• BEND W\BLOCKINO 1 STA 553447 55 INSTALL. 1-61°52'304 BEND WNBLOCKINO 10EF 63°23'244 RTI N 4TJB1.OB PI STA 554+86.54 E 206J983. 09 CONNECT TO 24" FRW Ls02 \-- ~- / IOTHERS) ,,''-�\N-STALL'1D1500•5 1BNWBLCKN N 2703959190 A-114., E-KELLE.. 3. LPI STA 557+61.01 INSTALL. (DEF219°018S� LTBLOCK INO N 479228. 22 E 2069021.82 NEW 24" D1A FORCE MAIN ••`�l00LIMl0S OD PI STSTALA L, 559+32.28 "••• IN 1 1DEF216°40'OND F BLOCKING N 479390.91 E 2063966.91 HILLWOOD FREEWAY LTD. VOL. 9381. PG. 66 STATION EQUATION LCfi 1 13 C7 TMO PI STA 565+2L32 BK �/ INSTALL9 EFD90°00'OND NXBLOCKINO M-468 7c N 474979.42 24"D I A. FORCE MAIN E 2063903.14 Mn TXOOT STA BROS, N 4T4002.TB E 2064022.T5 1-TYPEk mL'S(9' 1" 000 O0IFL (BY THERS)-- PL U_BE ESTRAIREB T3P- Rfi1EA6-TI 01161-3.0 7Ee+aL 0008HTi0N of 0-CGN1::. ODCUMEN.T� 556 IB. SH NOTE. 1100 01AEET R 2. ARND SMALL BEAMADEHPERS `M.ar�y1iNf 561 NOTE. ,B HOURS PRIowA LEAS@ PORT WORTH HATER DEPARTMENT LONE STAR 0A5 COMPANY LONE STAR PIPELINE cHEyROx PIPE LINE 00. TU ELECTRIC SOUTHWESTERN BELL TELEPHONE GOWAN' GENERAL TELEpHoNE fTES FORT 'NORTH OEPARTMENT OF ENGINEERING cal,/ 071-8292 454 IBM 295 5 I13 B0 IBM 344-0377 10171 296-55 et elm B31 105 3 101T1 131-1181 NOTE. SEE SHEET J FOR PROJECT BENCHMARKS AND DESCRIPTIONS LEGEND 24.00 - NEW 24. FORCE MAIN - 0 EXISTING WATERLINE AS NOTED - - UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC - OVERHEAD ELECTRIC - FENCE - COMBINATION AIR ACCUM RELEASE VALVE - BLOW -OFF VALVE CONTROL POINT \ BENCHMARK OD ELECTRIC MANHOLE E} LIGHT POLE 44 POWER POLE • GUY WIRE • SIGNAL BOX ® TELEPHONE VAULT RI TELEPHONE PEDESTAL O GAS MANHOLE ® CAS VALVE /PM PIPELINE MARKER • WATER VALVE 61 WATER METER ▪ FIRE HYDRANT B WELL - SIGN 100 200 300 GRAPHIC SCALE TN 7E1 1aROFILE SCALE. 1" 100' HORZ. k -1 1' - 10' VERT. Fl 680 670 660 650 640 630 CITY OF FORT WORTH, TEXAS _• 620 'yy� WATER DEPARTMENT Iia INTEL SANITARY SEWER PROJECT 610 24" DIA FORCE MAIN 1-4F93FEXT STA541+54 TO STA 5664-3184 `"7cMIEK 6 BURGfss,INc I I CaDBury�ss pA AN_ « 600 DESIGNED. •pR�. GRETCHEN N. WILLIAMS REC*IAETLEO. 11 SUBMITTED. JOHN N COOK JOHN H. 000E DESIGN ENGINEER ' ' DESIGN. GNW / 6 DRAWN MI CHECKED. JHC ASDAN,6 P JPiiT H). SHEf.♦,Ik JULY 9T s 1.1.S.1 OD , 0x,47149A"1°, o,on,.s01 ill iF 66! L 630 T-�-4- 1 i.22¢ -r 620 P 15TA 567+26 78- - 1-16'S2'S0' BEND IFI BLOCKING 1 OEF li°20'21• RT1 4T4901.69 206Jt68. 00 III 680 670 660 \-"'- + 650 - .-i-• S•-I'-"r- • Es. 640Tj;--t.or_ 3 5TA 567t4684 CONST 6' BLUR -OFF INTO SUMP MANHOLE SEE DETAIL SNT 22 -- P: 5TA 568+50.48 INSTALL. 1-16°52'01 BEND 1T.BLOCKING I G42 019.06 LTI N 2063650.3 E 206]650. SS TR 3F TR 3E NEW 24" DIA FORCE MAIN HILLW00D FREEWAY LTD. VOL. 9381, PC. 66 ETA 578+06.84 INSTALL. COMBINATION AIR i VACUUM RELEASE VALVE IN VAULT TR 1 TR 30 TR 3A SEE NOTE 28 SHT. 2 TR 3C . .. ..... 610 OEiOPyEMun_ EVEN A -FORCE PI 5TA 560+53.29 INSTALL. 1-90'00'00' BEND WSBLOCKING IDEF 90'00'00" RT) N 475019.86 E 206244T.51 ASPHALT PAVEMENT 2 REPAIR 1 TR 3 -W CHARLES G. BREWER VOL. 6550, PG. 232 I.. ^,.1 DENOTES LIMITS OF TOTAL '11 PAVEMENT RECONSTRHCTION SEE NOTE 22 SHT, 2 NOTE, FENCE REUUVAL 0 S020 REPAIRS NOT SNOIM FOR CLAIRTY ANO SHALL BE MADE PER NOTE t8r SHEET 2. NEW 24" DIA FORCE MAIN 6€tTC E STpp 588+31.84 M-48i� 2411 D I A. FORCE MA I N V0F� 71 nr� CAL TIE-0OWN-BLOCK 'A1L®TICALTERNATF-DESIG �R1�' PIMFa�C Tno-loc°ui� fLE IP7-M1ryNTY-PERMH+ NOTE. THExCONTRURS PRIOR TOAEXCAVATING -68C)IN THIS ARE. AST FORT rMix WATER DEPARTMENT 0171 ATI-0296 LONE STAR GAS COMPANY 16171 92T-6969 LONE STAR PIPELINE 12141 4 0-IT40 CHEVRON E LINE CO.1 017, 594-6272 TUELECTRIC101T1 336-9454 AnT 10001 252-1133 SOUTHWESTERN BELL TELEPHONE COMPANY 8001 395-0440 GENERAL TELEPHONE COMPANY (SOW 344-0377 MARCUS CABLE AND ASSOCIATES 101T1 246-5530 WORTH FORT x PORATION a PUBLIC WORKS. LINT OEPARTSIGNALFDIVISION (BIT, AT -4100 ENGINEERING 7910 KELLER WATER DISTRICT 181T, 43 MOBIL OIL CORPORATIPi (81T1 431 1101 NOTE. SEE SHEET 3 FM PROJECT BENCHMARKS AI0 DESCRIPTIONS LEGEND 29+00 NEW 24. FORCE LAIN EXISTING WATERLINE AS NOTED UNDERGROUND TELEPHONE —uOF — UNDERGOVERHEAD ELECTRIC —ONE— OVERHEAD ELECTRIC -.—.- FENCE - COMBINATION AIR VACCM RELEASE VALVE - BLOW -OFF VALVE • CONTROL POINT 10 ELECTRIC MANHOLE IGHT POLE GJ POWER POLE 2- CUY WIRE R SIGNAL B0K o TELEPHONE VAULT 9 TELEPHONE PEDESTAL o OAS MANHOLE m CAS VALVE /PM PIPELINE MAROER WATER VALVE m HATER METER O O WELL NYOPANT L SIGN z 100 20D 300 CPAA ,,x,FFEEET 1 • 100' HORZ. E 1' 10 VERT. - 6B0 620 670 660 650 640 630 NECCIS VEPEIA-T-1E-DDE-NE500N T46Bk06KS- 0B'BRTH ALTERNATE DE51019. 600 1` 5EE-SP21Ak-COND1 214-0f- . CITY OF FORT WORTH, TEXAS WATER DEPARTMENT StSt INTEL SANITARY SEWER PROJECT 610 — 600 566 Co09r195t01992 by Carter A Btrgeee, Inc. 571 581 24' DIA FORCE MAIN ei10 EEXXTT�STA. 566+31.84 TO STA. 586+31.84 C.rt.r°BurgN{ 4- Ewm.nm,GE,ING DESIGNED. GRETCHEN N. WILLIAMS SUBMITTED. JOHN N. COOK JOHN N. COOK DESIGN ENGINEER OESION 020 SX E {✓ �T NU. DRAWM R. it€L-01 4140113 CHECKED. JNC JULY 91 - 670 STA 5934.61.84 CORST 6• BLOW -OFF INTO EE�HEESEDTEST 22 PI STA 591+30 55 NSi�LL. -45 00'00• BEND ABLOCKINO I74760 7.04 40'00• RTI N 2062481.2 E 206246t. 2T MATCHLINE 660 640 I 1 650 FRED J. DAVIS TR 1 RA ISERE EA EV RT TR 3L CHARLES G. BREWER VOL. 6550, PG. 232 PI STA 591+8826 — PI STA 593+96.81 HSTPLU I-45°ON OP'0'00• RTI BEND ABLOCKING IDEF 45°0 141 SHERI DAN BREWER I-4I5D°E0F 0/VOL. 11796, 50•00BE0• WLAILOCKINO - PG. 2233 aema2e, PI STA 593+39.51 INST L. DEE045.00'0. 00. LTBLOCKINO N 476288. 29 TR 3.1 E 206250]. 90 630 620 610 600 590 +t• / F�'Triil FEN E REMOVAL AND/dl REPAIRS NOT 5N0RN FOR CLARITY ANO MULL BE MADE PER NOTE I8, SHEET 2. FRED J. DAVIS STA 599+3E84-- I NIECE INSTALL. 1 A VACUUMRELEIMISEIR SURVEY VALVE n VAULT A- 1 160 TR 1 A LEGEND 24+00 M NEW R50 FORCE MAIN } EXISTING WATERLINE AS NOTED UNDERGROUND TELEPHONE 7 - - - , __ •-- . - — _ _ �� — — UNDERGROUND ELECTRIC _ I— OVEPNEAO ELECTRIC ..� ` _: •1�-- 9� a^ - i LII -cz'T TIEIP.-nv+D' qP v B X _� ` - FENCE DENOTES LIMITS OF TOTAL PAVEMENT RECONSTRUCTION SEE NOTE 22 SXT. 2 RA STA 96.35.00 T54 STA 01+90.67 NEW 24" DIA FORCE MAIN TR 1 FRED J. DAVIS J EVANS SURVEY A-470 N -9-- ,;2tI ATI ON AIR \ ACCU.1 RELEASE VALVE EY N BLOW -OFF VALVE Z El. CONTROL POINT J MATHEWS V # LIGHT POLE 0 ELECTRIC MANHOLE (Q POWER POLE SURVEY GUY WIRE DISIGNAL BOX A— 1 02 1 - CD TELEPHONE VAULT ® TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE • PIPELINE MARKER 00 WATER VALVE FRANCES R. BISHOP WATER METER MARGARET R. SCHLUTER A' FIRE HYDRANT VOL. 7362, PG. 2114 O WELL SIGN M-468* 241' D I A. FORCE MA IN 0R • IL I ORE-IH TK • I1PDOw� RT-gf1k7�EF�NATE ,_iNE_CDEi iRCi-EIT..1 L 'Lh II hgit 586 591 596 , . _0plm 1p,f 0199T OK CPHw \ Bv08N. Ina. F ��I 601 606 611 0 100 200 300 GRA5H,T,SE N FfT I PROFILE SCALE: — 1 1 • • 100' HORZ. EE - 1 10' VERT. CITY OF FORT WORTH, TEXAS WATER DEPARTMENT NOTE. THE CONTRACTOR SHALL CDNTE[r>♦IE 4C{)y4VT/L* 48 HOURS PRIOR r0 EXCAVATIxG IN THIS AREA. FORT STAR WATERDEPARTMENT CO.RTMFNi / 18171 871-8286 LONE STAR OAS LINECOMPANY GN IBI7) RDT-6969 LONE STAR PI ELINE 18111 594-6272 NE11 4-9454 TU ELECTRIC 81 25E-1133 AOT 8001 2 5 0440 SGENEROUTHWESTERN TELE HELL COMPANY11E COMPANY NY 18001 ) ORCUS CABLEPANDEASSOCIATES IBI7) 248--5538 FORT NORTH TRANSPORATION . WORKS,, 1 SIGNAL DIVISIONPUBLIC NIBI7) 0T1-8100 FORT PT DEPARTMENT OF ENGINEERING IBM T) 071-T910 KELLER 431-1055 MOBIL OIL LCORPORATION 10ER DISTRICT 1111 Ji-1181 NOTE. SEE SHEET 3 FOR PROJECT BERCHNABKS AND DESCRIPTIONS 670 6 tir INTEL SANITARY SEWER PROJECT 600 pq�� AAA EXT STAD58A6+3I.84 TOASAA. 6114.31. 84 l- wYft00' „00N,-- Curter.Burgess \nB�RG855,REC 590 DESIGNED. ,E GRETCHEN N. 11 ILL IAMS SUBMITTED. JOHN H. COOK DESIGN GM DRAWN RMM , CHECKED. JHC 60 610 RECOMMENDED. JOHN H. COOK DESIGN ENGINEER jSHOWN lM ei Nu. OINu.05 14B a DUET 9T 0 •10./71040,e1.N040e.y1n.eM 670 F €� 1 1 5 660 !fi 650 640 590 TR 4 N3 U7 Z • FRED J. DAVIS TR 5A FRANCES R. BISHOP 6 MARGARET R. SCHLUTER VOL. 7362, PC. 2114 *EXISTING GROUND ELEVATION IN OHNECT MT. OLIVET CEMETARY ASSOC. VOL. 7789, PG. 1974 TR 3A STA 618+31.84 INSTALL. I-2" COMBINATION AIR 6 VACUUM RELEASE VALVE RV VAULT I NOTE• E RMONR RAAE T R OTE 1B. SHEEi3 J EVANS SURVEY A-470 MT. OLIVET CEMETARY ASSOC. VOL. 7789, PG. 1974 NEN 21" DIA FORCE MAIN TR 5 TR 3B J MATHEWS SURVEY A-1021 FRANCES R. BISHOP & MARGARET R. SCHLUTER VOL. 7362, PG. 2114 M-468* 24" DIA. FORCE MAIN BA PI STA 633+01.33 INSTAL_, 100" 3T13 4N5"D g7BLOCKING N 490224.09 E 2062519.10 PI STALSTA L•2+9 IN6322.0 1-22.30'00' BEND WTBLOCR HNC (DEF 2P2B'34" Ril N 480153.32 2062483. 45 526 6324+J1.84 INSTALL. 1-2 VACUUMRELLEE.ASE E VALVE WV VAULT TR 5 PI STA 6337.19 1NSTAL4 -22'30'00" BEND W\BLOCRING t DEF 21^15'S2' RT1 N 400268.6E E 2062602. 82 A DENOTES LIMITS OF TOTAL PAVEMEM RECONSTRUCTION SEE NOTE 22 SNT. 2 NOTE. 4B HOURS PRIOR 9010026M.E . FORT WORTH RATER DEPARTMENT 18171 871-6216 LONE STAR GAS COMPANY 10171 927-69E9 LONE STAR PIPELINE 12141 46 1750 CHEVRON PIPE LINE CO. I 3111 501-0272 TU ELECTRIC tell) 336-.54 18001 252-1133 SOUTHWESTERN BELL TELEPHONE COMPANY 1 395-0440 8001 388-831T MARCUSLCABLE PAND ASSOCIATES 18171 246-5538 OORRKT6 LIGHTRAND SIIGGNALDIVISION PUBC 18171 IT1-1000 PORT WORTH DEPARTMENT OF ENGINEERING 18171 B71-7,10 BELLER WATER DISTRICT 1817) 431-1055 MOBIL OIL CORPORATION 1BIT1 431-11E1 NOTE. BEE SHEET 3 FOR PROJECT BENCIM*RKS AND OCSCR IPT IONS LEGEND 24400 rt� NEW 2E" FORCE MAIN z1 EXISTING WATERLINE AS NOTED — UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC —ONE— OVERHEAD ELECTRIC FENCE JACKIE L. INGRAM V*RLERVCC1MEASEALVE OL. 11260, PG. 525 - 6364.31.84 NpTCHLINE S7A A B 0 OFF VALVE • CONTROL P01NT o ELECTRIC MANHOLE {} LIGHT POLE pJ POWER POLE GUY WIRE ▪ SIGNAL BOX • TELEPHONE VAULT • TELEPHONE PEDESTAL o CAS MANHOLE O GAS VALVE ,PM PIPELINE MARKER ▪ HATER VALVE 151 HATER METER • WIRE HYDRANT • WELL - SIGN 100 200 300 N 4 L PROFILE SCALEI 1' 100' HORZ. 1' 10' 'ERT. 670 rw 660 7-60 H5 816111,,. 650 + EE(RTI00AIQI0. 0*008[q-�8L CWP�QSMI FbUI' l 640 79196— 0 r)1— 630 ntE iTlll'n B7,lE OORIYI COCI_ "' WITH ALTE IRATE GCS) Ma' 1071012€1355 _OF_ `- T;-CONTRACT DOCUMENTS 1IINTEL SANITARY SEWER PROJECT . _ 600 pq• DIA FORCE MAIAL ▪ �M-468i/f1E�Xi��ST�A 611+31. 84 TDA. 636+31.84 C72carhw II Burgess w anLVMX GFSq MC 590 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT 620 4 611 616 COpyrly1401S97 by Carter 6 BOFIMRt. I00. 621 631 610 TES IGNED. GRETCHEN N. WILL IANS RECpMEN0E0• SUBMITTED, JOHN H. COOK JOHN N COOK DESIGN ENGINEER NAIR'ITESIGN GM SCALE 1 SHc IWI AS SHOM pp1: ifii DATE s .--01eM 4o I IS CHECKED.JNC JUEY 9T 1w1 O0NmH).M4nN'0 1+RH9. T I Nl 3 I � dmd F SS STA 640+81..O84 COAST 6• o FF INTO OIA SUP MANHOLE SEE DETAIL SHEET 22 mATCHLINE S A 636_ TO 660 640 630 636 1 op yr 1.111 019ST by Carter 6 Burgess. Ino. �l00 YR FLOOD LIMITS 153fya81 27 BTie.E106. 1LHITBLOC API STA 648+87.83 NST L4 1-99a00'00• BEND ABLOCKINO I OEf 9 40'S0" ATI N 2863290 100 LIMITS YR FL000 MOUNT OLIVET CEMETERY ASSOCIATION VOL. 7789, PC. 1974 —.-- JUL I SEXTON 030, PG. 844 PI 6474E1627 NST`lL. 1-568 y15�5 94'36" 40 W,DLOCKI6l .922.00LTI J''" NE ^20 3608.69 `iJEM 2411 DIA F0R11 MAIN RONALD WAYNE LACEYi6 JULIE SEXTON VOL.:12030, PG. 844 "6L" LPI TA 642 a73.60 i TR 38 INS ALL. M, I-3-"45'00" BEND Ws L0CKIN0 f808 4.58 0• LTSS MARK L. HOOTER E 2°U...5e VOL. 6936, PG. 1355 641 646 WILLIAMS & SUSAN A.WILLIAMS VOL. 1155, PG. 87' LEILA R. BRUNELL VOL. 1972, PC. 232 TR 3J M-468* 2411 D I A. FORCE MA I N N0TE4 FENCE REMDVAL AND/OR REPAIRS NOT SHOWN 5...7 CLARITY AND SHALL BE MADE PER NOTE MAI"' MATCHLINE STA 656+31.84 TR 3 C. B. KENDALL JR. & , IEMi ER WELLS STEPHENS , -74sgarTirVOL 902 PG. 79 PI STA 654..40.57 INSTL. f-9 AL00. 00• BEND IN/LOCKING 1 DEF 89'4 !'43• LT/ N 481668.34 E 2062500.21 TERRY L. MODADE & LEONA M. MGDADE VOL. 1146, PG. 247 or i .AEW AA FORCE r _ . PIPE i Be RONAN D BY ERi C L:TI BLOCKS SEE SPggCIAAC CCN01 IDNSOR WIT, ALTENNAI �OF 651 656 DE110TE5 LIMITS OF TOTAL PAVEMENT RECONSTRUCTION NOTE,CCoJ 1TVE tp68 T 46 NOLWS PRIOR TO EXAVATING IN Tx IS AREA. FoRT LONE STARHSWATER R OACOMPANYm LONE STAR PIPELINE CREYRON PPE LINE CO. ELECTRIC TU SOUTMIESTERM BELL TELEPHONE COMPANY GENERAL TELEPHONE COMPANY MARCUS CABLE AND ASSOCIATES FORT WORTH TRANSPORATION T =SIOWL DIVISION[ BIT, Bit-0100 Mi1W:xT OF EXGIHEERIN 6171 S71-7910 KELLEMORILROIL TCORER PORATION 1BISTRICT tl T, 431-1161 ROTE. SEE SHEET 3 FOR PROJECT BENCIMMAS AND DESCRIPTIONS LEGEND 61 i, 671-6296 ISM/ 927-6969 e17, 594272 1612, - 1133 MOO, 395-0440 16001 344--6377 16171 246-5536 24+00 rt- NEW 244 FORCE MAIN EXISTING WATERLINE AS NOTED - UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC - FENCE $ COMBINATION AIR 6 VACCUM RELEASE VALVE - BLOW -OFF VALVE • CONTROL POINT \ BENCHMARK • ELECTRIC MANHOLE LIGHT POLE O POWER POLE 1_ GUY WIRE 5 SIGNAL BOX CO TELEPHONE VAULT 5 TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE OM PIPELINE MARKER • WATER VALVE m WATER METER • FIRE HYDRANT • WELL SIGN r 0 0 100 200 300 f8:1 FA`KI F�iN FFij - 1' 100' HORZ. I• = 10' VERT. CITY OF FORT WORTH, TEXAS 600 WATER DEPARTMENT 670 660 50 640 630 620 INTEL SANITARY SEWER PROJECT 600 24" 0IA FORCE MAIN es:166 EXT.XTSTA 636+31.84 TO STA 656.01.84 CarhrWS�ue'9�ss ran.oml6n mwRGF55.RK DESIGNED* GRETCHEN N. WILLIAMS SUBMITTED* JONN H. COSf DESIGN GNW DRAWN. F N CHECKED. MC RECOIMENDE0 JOHN H. COOK,. ENGINEER Z` FE- g1 o«5M61M146 16 JULY 9i OON 0TIe0A 67104mo1vT04044, 2 NH PI STA 863912.39 INSTALL. 1-9D°00'00' BEND N•BLOLNING DEF 90° 00' 03• RT1 N 4B21I3.ST E 2061694. ]4 STA 663+12.39 CAA.S IN6^PIPETEN.... a3 ; INSTALL 455 LE 02 a F IBY OTNENEEXANAOPEN CUTE STA 6581-5764 CEi51NC4PIPE STEEL PI STA 658 +19.03 I NSTALU 1-28°0]'30• BEND ABLOCK IWO (DEF 30°16'06. RT1 N 401867.20 E 2062121. TT CURVE DATA F DELTA ) RADIUS I111 TANGENT LENGTH I�� 00° S7' 1111190. 09/1 98.83' 197.66' NEW 24" DIA FORCE MAIN PVMT EXIST CONC INTERSTATE HWY 35W IST CONC, MIT RADIUS POINT NORTHING EAST ING 471252.17 20/2492.97 H ILLWOOD 2470 LTD. VOL. 2451, PG. 912 FRONTAGE ROAD SOUTH BOUND LANE NORTH BOUND LANE • - ''f'r FRONTAGE ROAD EXIST CONC NWT F MOUNT OL IVET CEMETERY ASSOCIATION VOL. 7789, PG. 1974 4_ •� I` L DT-0 R-TNAN PEN-CUT,- • 680 1- 670 660 650 640 630 620 610 600 -r- Z .•ERiHy�T1E-DD 7 V$ CTEOND .OPVrlO1101997 by Carter L Bur08"o. Inc. 661 • C. B. KENDALL JR. & WELLS STEPHENS VOL. 902, PG. 79 I00L1TS°°O BTA 675+46.96 BEGIN 42'ID STEEL CASING PIPE M-468 �f- 24" DIA. FORCE MAIN -.. 671 IPT STA 6T6 Nti6 59 4Ti2�— IE 2072913.91 HILLWDOD 2470 LTD. i[�71neN�irt VOL. 2451, PG. 412 HILLWOOD 1358 LTD. VOL. 2512, PG. 4601, a a1n�'4 W� ' N F X 1 SiDN 676PVMT 1 6TA +2996 - END 92. 10 STEEL CASING PIPE LxI ST GONG PVMT INTERSTATE HWY 3519 E%IST CONC PVMT NOTE• FENCE REMOVAL AND/OR REPAIRS NOT SHONN FOR CLARITY AND SHALL BE MADE PER NOTE O BE EDBY NLF4TERN DE TE SIGN, 620 y 610 24" DIA FORCE MAIN 54-4684 ea STA 656+3184 TO STA 681+3184 Cif Carter .:Burgess rRT,44:.m_,W,"` N" 8 Ha5700*705 M- AT LEAST ) CHEVRONFORT NORTH WATER DEPARTMENT 18171 871-0296 „ LONE STAR GAS COMPANY 1017, 927-6968 LONE STAR PIPELINE 12141 460-1,10 INE CO. -6272 TM ATAT181,1 2 SGENERAL TELEPRONE COMPANY ;1.128;14 OUTHWESTERN C COMPANY IBtTI 246i538 MARCUS CABLE ANO ASSOCIATES FORT WORTH TRANSPORATION PUBLIC MINS, LIGHT AND SIGNAL DIVISION 71-8100 FORT WORTH OEPARTMENT OF ENGINEERING 181a 7/ 871-7910 KELLEER DISTRICT 18171 131-1065 MOSILROIL TCORPORATION 16118 431 11101 NOTE. SEE SHEET 3 FOR PROJECT BENCHWRAS AND DESCRIPTIONS LEGEND 24100 NEW 24" FORCE MAIN EXISTING WATERLINE AS NOTED UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC axE FENCE VAACCCCUMATION RELEASERVALVE BLOW -OFF VALVE • CONTROL P01NT • ELECTRIC MANHOLE LIGHT POLE O POWER POLE • GUY WIRE ▪ SIGNAL BOX ® TELEPHONE VAULT O TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE /PAR PIPELINE MARKER INK WATER VALVE NI WATER METER Ci FIRE HYDRANT O WELL - SIGN 100 200 300 GRAPHIC NCAI,F. IN PROFILE SCALE: . 1 100' HORZ. 111, 1' = 10' VERT. CITY OF FORT WORTH, TEXAS WATER DEPARTMENT 680 670 660 650 640 630 INTEL SANITARY SEWER PROJECT 600 DESIGNED. GRETCHEN N. WILL IA. RECOMIENOED. SUBMITTED. JOIN N, COOK JOHN H. COM DESIGN ENGINEER /� l-N _ DESIGM GNK SCALE MOOT N0. SH �1 DRAWM Rai I ASUSHOWN 1511-07040014R14o I 17 , ie CHECKED. JHC DULY 9T DON 9.•1°w971040•°1,040°"911."H 680 - 670 660 620 610 TA 681.31.84 _ z. 691 NOTE. GOPCCLAR0IT,YIAINONSN0LLRBEAIWOENPERSNOE H ILLW000 2470 LTD. VOL. 2951, PG. 912 IH35W MILLWOOD 1358 LTD. P};7x',lE>E"fE"y"17 a STA 689+ NEW 24" DIA FORCE MAIN �1 C SING4PIPE55 S)9TEEL- .'2 VOL. 2512, PG. 460 EXIST _ CDNC PVMT 19 INTERSTATE HWY 35W EXIST CDNC PVMT EXIST CDNC PVMT Capyr181N01991 63 Larlar 0 Brr9teNV (76. V "Yr 24A INSTALL n LF OF 42• ID (-STEEL CASING PIPE IBY OTHER THAN OPEN CUT) HILLW000 1358 LTD. VOL. 2512, PG. 960 _ STA 690+32.19 CASINO• PIIPETEfL EiJ 4^RCP FRONT AGE OAD 5 T 30 §L 4'OW-OFF II 4' SUMP HTO2E SEE DIDAETAIL SHEET 2Y SITISEEL CA5114G P18E 42• ID NBV OTHER THAN GPEN CUT) STA 700+26.8P BEGIN 42•ID STEE CASING PIPE PI STA 700 +14.41 INSTAL4 i-33°45.OB• BEND 3TBLOCK INC H 48555T 595057• RT) E 206M91.T752 EXIST CDNC PVMT 691 SOUTH BOUND LANE INTERSTATE HWY 35W NORTH BOUND LANE CURVEUDATA DELTA S I TANGENT LENGTH 04.29' 41 6131. 63' 1 240.65' 961. 09' 04°38'66 3010.66' I 122.20' 44.27 M-4684E- 2411 D I A. FORCE MA I N 696 WARNINGII UNDERGROUND STATION EOUATEOUAT IOC PT STA 697{0649 BK INSTALL I -9.BETA TBLOCKING DEF 46I I DEF 96S'OB• LT/ RADIUS PRINT NORTHING' EAST ING 48T30.3 2U57634. 96 9B]St S. BS 206595T. TS STA 702+3313 0FEINO PIPETE6L PI sTA �� 95 I-50°JT'30• BEND WIBLOCKINO DEF 52°0Y50• RT) N 20317T E 20636JJ37.ii. 1354 11358WLTD .,,VOL. 2512, PG. 960 pyyT •° FRONTAGE R0ADJ EXIST CDNC PVIA1 EXIST CDNC SI N7"PH PE= [liY 0 EN CttUTf-� - T_Y,7-- 701 NOTE. ER CONTSHALL CO - T 46NOUNSPRI. TOE% THIS AREA. FORT WORTH WATER DEPARTMENTMT/ 671-6296 LONE STAR WS COMPANY STA 704+71.67 000 ON P PIPELINE4251 41 500-1740 INSTALL' TI 594 IT40 1-Z" 000311 RE ION AIR TRICE LINE C0 91T1 396 ON • VACWN RELEASE 4 VALVE IA VAULT18001 ESTERR BELGENERAL L TELEPHONE COPANY - G01 i1 zis-ro50i1 + ASSOCIATES SJB LIGHT AND SIGNAL DIVISION 1B1 T1 1171-0100 FORT WORTNDEPAR RENT OF ENGINEERING 16171 a -791RWATER DISTRICT 1BIT)) 431 �0 MOBILOIL1101 NOTE. SEE SHEET 0 FOR PROJECT BEN0M0RKS AN0 DESCRIPTI006 LEGEND 24,01/ NEW 24" FORCE MA IH EXISTING WATERLINE AS NOTED —maw— UNDERGROUND TELEPHONE — UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FENCE f15 7+9713 oxE•— INSTASTL4 �pMB TIElN AIR 0 1-39°22. 30" BEND W,BLOCK IRO W CCUM RELEASE VALVE I DEF 42°14'25• LT) BLOW -OFF VALVE N 486689. 1736 )0 CONTROL POI HT E 2063698. 7191 03 ELECTRIC MANHOLE LIGHT POLE 6. POWER POLE WI TILEPL RE B0% ® TELEPHONE VAULT TELEPHONE PEDESTAL 0 GAS MANHOLE D) G. VALVE PIPELINE MARKER 4. WATER VALVE C. WATER METER C. FIRE HYDRANT ® WELL SIGN 0 100 200 300 GRAPHIC SCALE. IN FEET PROFILE SCALE: 1' • 100' HORZ. 1' ID' VERT. 620 Ai, Agl IINTEL SANITARY SEWER PROJECT 610 24' DIA FORCE MAIN �M-4f5H1t FXT STA 6814-31.84 7D STA.7f)9+2R 87 C? w�-- N 0. DnBURGESi,RK 600 DESIGNED. 4etOr GRETCHEN M. WILLIAMS SUBM I T7ED. JOHN H. COOK JOHN N. COOK DESIGN ENGINEER DRAWN., RIM 400 LH 1 xa sxljl� DRAWN. RIM E:eM4 ° 18 /IV Opp CHECKED. MC JULY 97 s1IE0 01wt4 �O 680 670 660 650 640 630 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT RECCMIENDEP Oex v`Ie1A9Tmosel..w0uyl4. ant it 680 640 630 620 610 600 r- co E4csi 0 an Z 706 2 Capy,101101997 by Carter 6 B,tOSWL POEF 4°],t-0070 N 985665.0000 E206]601. 3250 CONC PVMT 'ST CONC PVMT NOTE, FENCE REMDVALAND/OR REPAIRS NOT SH0WN FOR CLPR ITY ANO SHALL BE KMDE PE11 NOTE INTEL EW 24. DIA FORCE MAIN VOL.LW000 1358 LTD. VO2512, PG. TD. — PI 5TA 710+4612 I DEF 01.01'0B• RTI 206DT5.552T 206392T. 90TW PI 5TA 712 H0&19 iIDEF OP 00. OT' MI E 306901555526 INTERSTATE HWY 35W 711 SOUTH BOUND LANE NORTH BOUND LANE 716 PI FTA�+2D10(DET11 986889.5662 2G69485.58% M-468* 2411 D I A. FORCE MA I N 721 H ILLWOOG 1358 LTD. VOL. 2512, PG. 460 EW 24. DIA FORCE MAIN H ILLW00D 1358 LTD. CLERK'S FILING N0. 96-R0066179 F40T NORTH WATER DEPARTMENT 0PARTMENT LONE STAR S - LONE STAR PIPELINE CHEVRON PIPE LINE CO. ;L.OLECTR IC ""E' :7=2: 7,1=4.. . ,74.6.8 t I BOW SOUTHWESTERN BELL TELEPHONE COWAN./ COW GENERAL TELEPHONE COMPY MARCUS CABLE AND ASSOC IµAYES t:IM 296-553B FORT NORTH TRANSPORAT ION II PUBL IC WORKS. LFBI TI e FORT NORTH DEPARTMENT OF ENGINEER. .1 VI 100.10 NOTE. SEE SHEET 3 FOR PROJECT BENCHMARKS ANO DESCRIPTIONS LEGEND _ n__u, __ __.� Q —I CJ 0 TELEPHONE VAULT 0 TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE /PM PIPELINE MARKER ea HATER VALVE P2 WATER METER ▪ FIRE HYDRANT O WELL — SIGN EXIST 01RT ROAD INTERSTXIE HWY 35W 726 EX 1ST CO .....7;;.[IST CONC PVMT 6 - 11" IMPEL SANITARY SEWER PROJECT - 610 — NN M-46816 EXT ST47l")6O 877D STA.731.2687 A BURGESS, ING CC,urt., - BBurgess OO � nE51GNE0• mwun,n, � 24rt00 NEW 2,0 FORCE MAIN — • — EXISTING WATERLINE AS NOTED — UNT— UNDERGROUND TELEPHONE — U. — UNDERGROUND ELECTRIC —ox[— OVERHEAD ELECTRIC FENCE $ COMBINATION SER 6 V LCUM RELEASE VALVE - BLOW -OFF VALVE POINTm CONTROL 0 ELECTRICMANE BENCHMARK • LIGHT POLE O POWER POLE • 6 c p1RE O N L BOX 100 200 300 GRAPHIC SCALE IN FEET PROFILE SCALE: 1 • 100' HORZ. I 10' VERT. 680 670 660 650 640 731 DATE-FUq RE-tb 2, ..... b146-282 101N-VAYL 4_ ; vf vT(cn� 630 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT GRETCHEN N. WILLINES JOHN N. COOK QiSIcr. cow DRAWN, NMI CHECKED, JHC RECOM ENDED. JOIN... CODA DESIGN s1iNbT ENGINEER NIGINEER SVYtT 19e�M I � � INTEL HILLW00D 1358 LTD. CLERK'S FILING NO. 96-R0066179 PI 5TA 734.7945 INSTALL, 1 RDEF 08°08EN6Ag9'OCNINO N 468128.9061 E 2065230.6890 STATION EQUATION \ j0— EXIST CONC PVMT INTERSTATE HWY 33W EXIST CONC PVNT 1Lk, 680 1- 670 660 650 640 630 620 610 600 81 STAL�40'7 1-96°0U'00" BEND AOL0C61N0 (OEF 99•ST'40• RT9 N 468416.39 2065321.63 PI 9TA 739.22.41 INSTALL, 1 �10686043T'9E� 17 N 48841T.54 E 2065443.25 740443240 I-3• C0601NAT10N AIR 6 VACUUM RELEASE VALVE 10 VAULT INTEL. H ILLW00D 1358 LTD. CLERK'S FILING N0. 96-R0066t79 0 0 FORCE AWN 8 — 1 EXIST DIRT ROAD r SOUTH B1)UNU LANK' NORTH BOUND LANE M-468* 24" DIA. FORCE MAIN r III" r. ,. MICE REMOVAL AND/OR REPAIRS NUT SH01W2 FOR CLRRITY ANO SHALL BE MADE PER NOTE 18, SHEET 2. 0 0 STA ti75j.96.99 4EF20)866VRT> O Of FORCE // I • / F. �✓✓I P�k FFAW- 4IN EXIST CONC PVMT INTERSTATE HWY 35W EXIST CONC MAT NOTE. THE46 CONTRSHALL HOURS PRIOR M IN Tx15 4 � NT T1 ST1-6296 101T1 92 AR P PELINE 214! 6 PIPE LINE CO. TR s9heYli TRIOMIT/ 336-9454 01 252-1133 SOUTHWESTER, BELL TELEPHONE COMPANY 16001 395-0440 GENERAL TERHONE COMPANY - MARC US CABLEAxD ASSOCIA}ES MIT/ 246-5536 FORT WORTH TRANSPORATIDR A PUBLIC WORKS, LIGHT AND SIGNAL DIVISION16171 BTI-6100 FORT WORTH DEPARTMENT OF ENGINEERING 16171 6T1-4910 KELLER WATER DISTRICT 431-1055 MOBIL OIL CORPORATION 181TII 431-1161 NOTE. SEE SHEET 3 FOR PROJECT BENCHMARKS AND DESCRIPTIDHS LEGEND 24,00 NEW 24" FORCE MAIN EXISTING WATERLINE AS NOTED UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FENCE COMBINATION AIR 6 VACCM RELEASE VALVE Z 0 BLOW -OFF vALVE CONTROL POINT _ 4 ELECTRIC AANHOLE l.7 LIGHT POLE 0. 0 POWER POLE GUY BIKE ▪ SIGNAL BOX m TELEPHONE VAULT O TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE /M PIPELINE MARKER • WATER VALVE S WATER METER O FIRE HYDRANT O WELL - SIGN FEU r 731 736 738 742 747 100 200 300 PROFILE SCALE) 1' • 100. HORZ. 1' • 10' VERT. CITY OF FORT WORTH, TEXAS 620 WATER DEPARTMENT jai _..._ I INTEL SANITARY SEWER PROJECT -PIPE TO-BE-RESIRAINEO-9Y I 1 � VERT LD VENUE N I - T FERR�I I -_610 4" DIA FORCE MAIN THE (onTRAeT-oceeMENTs � 1 M-468* EXT. STA.731+26.87 TO STA.757n 10 40 /� vATEa n waGEss, INc C� CarterW ',Burgess ▪ 600 3E51 GREG. ate, m GRETCHEN N. WILL ANS RECOMMENDED* SUBMITTED, JOHN H. COX JOHN IL MOE DES I GN ENGINEER DESIGN GNW SCALE T M0. slip DRAWN RIMA SH01R O01' J 9• 20 F/y/�� 752 7J7 CXECXEO JNC JULT 9T flgn o---.. NSTALL 24' CCAT DIA EaDARLN L L0 -. WARNING!! UNDERGROUND EXIST CONC/ PVOT �� u• NN`A `fir►. INTERSTATE HWY 35W r 'f NILLW00D 1358 LTD, CLERK'S FILING N0 96-R0066179 BEGIN ACCES ROAD Xpg2L LC /—E31534N3 17-AOAD 14OR N 650 640 `3 I�YI 63D I: -►'iG ► gg 34 620 _ 61 0 600 590 580 570 757 EXIST/ CMG PVMT SOUTH Bor7157.7ele� NORTH 000Np LANE XOWN I EFENNCCE REMOVAL AND/OR REPAIRS NOT 5 1& SXEETT7. ANO SHALL BE IAADE PER NOTE M-468* 2411 D I A. FORCE MA I N CopyrI9N101997 by Corirr 6 Bur0P01, Ina. • 763 NOTE, RUNOFF. T 24" FF. 75 R HEADWALL N GRADE DOWN E%GEED 4X PI 9TA 762966.56 END 21' FONCE IAAIN COECTTO 05D 24' FROM INSTALL, 1 DEF730300''DBI60 ABLOCK I NO N 490380.3100 E 2066379. 9001 PI 5TA 76 0-6801 INSTALL• 1-90'OO'00• BEND N WBL3C 463' LT' 100 200 300 GRAPHIC SCALE IN FEET AROUND PROPoSED TO INSURE POSITIVE PSTREAM OF SOUTH 1 TRAN51T10N HEADWALL NOT TO I. F CHEVRON PIPE LINE CO. TU ELECTRIC A16T GENERAL TELEPHONE BELL TELEPHONE COMPANY GENERAL BLEPAND COMPANY MARCUS FORT WORTHLTRANSPDRATIOxTSS• PUBLIC 'SORBS, LIGHT AND SIGNAL DIVISION FONT WORTH DEPARTMENT OF ENGINEERING KELLER WATER DISTRICT MOBIL OIL CORPORATION NOTE, TI CONTRACTOR SHALL C 11 THIS A HOURS PRIOR TO EXC. TIN . FORT NORTH RATER DEPARTMENT 8171 971-629 LONE STAR GAS COMPANY IBITI 92T-6969 12141 46011140 1 IBM 3272 -18111 336-9451 19001 252-1133 8001 395-0440 ]46-83TT 191TI 24 -5539 191T1 8T1-8100 MT/ 8TI-T910 IBITI 43,-1055 ISM 31-1191 NOTE. SEE SHEET 3 FOR PROJECT BENCIWR0S ANC DESCRIPTIONS LEGEND 24H00 - NEN 24" FORCE MAIN EXISTING WATERLINE AS NOTED —WT— UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FENCE COMBINATION AIR 6 VACCW RELEASE VALVE - BLOW -OFF VALVE S CONTROL POINT • ELECTRIC MANHOLE HT POLE O POWER POLE • GUY wiRE O SIGNAL BOX ® TELEPHONE VAULT EE TELEPHONE PEDESTAL O GAS MANHOLE O GAS VALVE /PN PIPELINE MARKER HATER VALVE 6 ATER METER O FIRE HYDRANT O WELL SIGN Rhhit S Al2 1' • 100' HORZ. - 10' VERT. CITY OF FORT WORTH, TEXAS WATER DEPARTMENT INTEL SANITARY SEW�E pN R I PROJECT M 466RF EXT2 STA 757 PO Z Tp iA. 762+66 5E\ Ci Burgess EL6na—MGBu.INc DESIGNED. GREY HEN N. WILLIAMS SUBM TIED. JOHN N. COON N GMI DRAWN RMM CHECKED, JNC RECAMENDE0 JOHN N. COOK DESIGN EN0INEER Z SHOWN gf' 5:91« m JULY 9T iC 21 one CON p M 1.0+97101M0 I NE4066,.N.0 6. joy [,M97A71IL [[.RI ATA." aa„�[ Lxo nwe"6 9[ e[Mlxo uNIMr HORIZONTAL BLOCKING TABLE N [UNNIHM VMs a .[ I Eal rliOlr HORIZONTAL BLOCKING DETAIL ® Y: 1 m w m Tr I.NN wii. rsNa eo„w a ,u.i[aie2, 2. 8 3. COMBINATION AIR AND VACUUM RELEASE VALVE DETAIL Copm.!sMt•199T by Cvtr \ BUI-ORO. Irw. IONA RUBBER GASKET JOINT 4 1300. COMM, BELL AND SPIGOT JOINT A L m MECHANICAL JOINT xore BSI oL xor N°oi[}xe CRADLE DETAIL ROT TO SCALE SECTION B-3 WEN E31131151 'WINO 13 NOT KOMI, MI. NY MOLL Cf VAULT RISER TONGUE Him[iM"d 9 6, IH^L:[116 P." pM L MM :�-Mr,H a0M[r rl lxa[ MINT " R• )s[9 i y NNTL[T.°,N�Nsu"T.or11 Ta,Nnuo[,r. ® m"9 ILs,.LLnrNNM sNNLI [c oN 07 vL or u!IN "[x w "Iw nMMc w ..cn+ Dunn. Z' IL 3' COMBRmATION AIR AND VACUUM RELFASEuALVE DETAIL CONCRETE n' EW ,rT ir ASS ACORECATE FILL TYPICAL SECrION f'DNJ_RETE ROADWAY SEE FIO. Ai '111 �H.LI9 W rc4 �!J' ���'T.rw ® "' MMra m , .uR NLaxn MAILS OF COMELICTION DIALL =FON TO FUME IC. p :" sm NN"w[ Lunn caul ,N r<vMn I... No ...." v sc9[v mi Ix Lla • STANDARD BLOW —OFF INTO 4' DIAMETER SUMP oMANHOLE DETAIL SCALE NOT CITY OF FORT WORTH, TEXAS WATER DEPARTMENT INTEL SANITARY SEWER PROJECT woter MISCELLANEOUS DETAILS Ci- N S.S.ZUU.SCASS, INC. Curter Burgssf DES ICHEN GRETCHEN N. WILLIAMS RECCMENDEO, SIAMI TTEW JOHN N. COOK JOHN N. GODS DESIGN ENGINEER DRAWGAIN SCALE I%0 C x sny[.VZ]' t DRANK* RIM AS SXMR! ^{_oio"* 79lts 22 (Z CHECKED. JHC JULT 9T Lm OCH p\101,1,040,1,olArImS1.,/ y FUND DIVERSION STRUCTURE PLUG FOR NTURE CONNECTION 24. S.S. (TO BRANCH SED N 45E1E123.05 E 206495627 ]39.85 ND THIS CONTRACT BELL AND CAP _ I� E 20649 It E 4513114002] 3-04 EASEMENT (FOR DIVERSION DOD 30'-0' EASEMENT (FOR FORCE MAIN) TYPJ J,, TT r I+ FM ( 739.00 NEW JUNCTION STRUCTURE (FROM LIFT STATION Na 2) 2f(6A9i i FUTURE 24. S.S. (TO BEAR CREEK SEWER) NTURE CHAIN LINN INDUSTRIAL FENCE OWL THRUST BLOCK OAIE FUTURE GRAVEL 45142114.09 E. 206497527 030811NO R.OW. (FUTURE NORI( BEACH) BORB(0 B-0 EIEV. 743.1 EXISTING 20' WATER LINE Ef141B10 R.03. (RNRE NCR31 BEACH) i 10 20 SCALE IN FEET CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING INTEL WASTEWATER PROJECT JUNCTION STRUCTURE SITE PLAN laSR '°(ra.SS,a ❑m Chiang, Patel and Yerby. Inc. hr.•rtem.. .Amu.. 4.44 F I Di:rt D:E ANsoNI— :. e.�.,.I J `I 0 i STANDARD RM• NA PLUG (TVG WALL PIPES (TYP. OF 2) GP-FCCI f10 WRITE'S DRAWN SEVER) 12' VENT - ra rRI -DI (FUTURE CONNECTION) /%N-PCCP TW5N DJ U "�,' uz- jBEND WALL PIPE 4 JUNCTION STRUCTURE PLAN SCALE. (IN FEET) D,J14 ( I PLAN @ EL. 749.0 SCALE RR or CVu. V(TYPI. S7 ALL AL (TYR) TANDARD N• CI. MS FRAME AND LIP ROOF PLAN SCALD (IN FEET) T PLAN @ EL. 742.5 SCALD (IN FEET) U.51 2 A 6• FmTING (TYPJ FIRCLE OPENING OP 2p• CI. MM BY MRMIFRCTIIRER) CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING INTEL WASTEWATER PROJECT JUNCTION STRUCTURE riE@CIPDGP.RIWQ0 PLANS � mr ro( OC iantE PB.LDI end Y�rb�, Inc. I D.:E NANDD I ',,,MIIM 722 la F.L. EL. 740D WALL PIPE (TYP.) 12' VENT 06 012' E.V.0 <TYP. O ALL WALLS) EL T EL f EL. 741.0 EL 7371 OS INV DE. NTYPJ SECTION SCALE, ON FEET) 0.51 2 1 STANDARD 24' C.I. RN FRAME AND LID h.; Fromm M 212' LV[!. CTYPJ SECTION SCALEI ON FEET) esl 2 1 f EL. 739.0 WALL PIPE (TYR) WALL PIPE CYPJ v S EL. 741.0 STMONRD NU. PLUG )T2M'YP.0 EXTERIOR VAW T/2 T/2 REWIRED FAR PPE INSTALLATION. 's MK SMOYH ITTP) W T /-•PPE � �� INTEGRALLY CASTOR SEAL • WELDED SEEP RING .0 PPE TNDGLE SMALL DE IN PLACE BEFORE PLACING COICRETECOAT WALL PIPE WITH SPECIFIED SYSTEM COATING PRIOR TO CAC. PLACEMENT BACKFILL PE GEGTECHNICAL REPOR 0 WALL PIPE SCALE, N.T.S. LIMITS Of EXCAVATION SELECT BACKFILL M/PI BETWEEN B AND 20 COMPACTED TO 950 PROCTOR DENSITY 3 FOOT LAYER OF NATIVE CLAY MATERIAL COMPACTED TO 95X PROCTOR DENSITY A' LEAN CONCRETE NOTE. PLACE LEAN CONCRETE VIMIN 24 HOURS AFTER SUBGRA➢E O EXPOSED BACKFILL DETAIL SCALE, N.T.S. NOTE. PPE TIIMILE SHALL PE IN PLACE BEFORE COAT WALL PIPE WITH SPECIFIED COATING SYSTEM PRIER TO COM PLACEMENT ROOF MOUNT VENT SCALD N.T.S. UNDISTURBED S01L CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING INTEL WASTEWATER PROJECT JUNCTION STRUCTURE SECTIONS AND DETAILS CARTER 61 1,4 !! BlC OChie>�g, Patel and Yerby, Inc. IAA:D: E. I«NsoNI 0;71 I i. .' l J3 • EOM .IX L • E.DGI PLAIN L • TNRUS TEE L PI LEI CLASSBI DEPTH OF BEDDING MATERIAL BELOW PIPE MO SMALLER BB AND LARGER FIR GRABED SMO CLASS C. (POLYETHYLENE WRAPPER COATED OR PLASTIC PIPE) PIPE EMBEDMENTS .11#11. -II^ D • (MO -- 0000 Dom. PFFSET MDOG VIE ALLAT1000 AR SNORE TO GIVE TO GENER L KNOWLEDGE OF THE WORK HE MUST ¢ MAY CHANTTR E BMD PSITION CO OF THE EHRL TIE RI PLACED ER HLODOIO ALL3 TANT y1 002 PSI 3. CCLII LMING SaLL.E TINVE DEER IN PLACE FDA CO DMPRIORL• ITITURIE.,RING cAlgttarr TWO CD fMNIS FEET R GREATER } 6 SUFFICIENT SIEE ANNDTWEIGHT CTO RESISTT TNRUSTW'WIIITIWiµIRVIINE LL I i ULET6 4 r RnRMsi TM VALVE CLOSURE Ai rvII iRD LINO N POE vMLAC�Ep OBI SLICKS R CONCRETE THRUST BLOCKS FOR BURIED PIPES GA BITE arrIFM B-R VA, VC MINAOIL COWRIE OMR PM MIN COMPACTED REEMENT 12. OUTSIDE DLAMETER Or PDS MCNEILL COVER TOP R OF PIPE CONCRETEINSIDE PIPE DIAMETER AREA OE TRANSVERSE STEEL IN THE roco EXPRESSED AS A PERCENTAGE OF AREA OF REIAT CROWNINVERT Er CROWN LOAD ROCK OR PEA AVEL ASTN MLEL DE33. TYPE vn "ArairLEsi TN`Lwri SIEVE. NAxRw SIR MORE THAN 6' THICK LAYERS AND wm s°'w„rVETWO E EXCAVATE PIPE O. TRENCH PARALLEL PIPE (PIPES B nwrTrn HT ST SLICING WITH A SHOVEL OR NGEs R SHALL RE SELECT FOl ELEVATION n ORGANIC INTERIOR. > USE PIPE EOM., CLASS AS SUCH MATERIALS T.Z1H L t Axp CRLASGY. `ZEESRTNNLY PIPE r. N DRAWINGS FOR CANNOT THAT SEPARATE USE ORSWEIGHT PASSING ND. 200 SIEVE AND PLASTICITY INDEX OF LESS TPAN 12. PLACE DI 1.1111FORN LAYERS NOT ACRE THAN EY THICK AND COMPACT TO 95% STANDARD PROCTOR DENSITY. THAT. ACTIK TRENR IS GREATER PERMITTED. riaE ENGINEER ♦ Ens 01030E11 YC3E PL 0iMLL R NNT AROUND 00 vAL%RM HAND TAW axDAYERS AND SLSINAEALL vi xlsxoFILL lL io PIPE SPRIxC' WRING PLACINGAND LOVACTING CIE rSAND NREDDING AND SAND COVER ANCHOR MP, OS <TYP mxcevrsE P VERTICAL BEHIl O. MOIST ENDS TEES . 01 PLO NG OFm BM OL BUURRIIED PPITE �PELATE ``PROVTDENES V ix BRi `LI.00E OR1*1*0 VMVF S CONDITIONS OF PIPE pIAMECKING TER. PILL PE PRESSURE URE AND OR THE SOI BEARING pREST SrzE 6 VALVE 11 AT E%CAVATIR NIO SxRLL BEAR AGA T L]OITTLREEp REwM TRENCH WALLS 50 - ISO DURIXD PLASTIC PIPE MALL RERUN. CONCRETE ' THRUST BLOCKING FIR PLASTIC PIPE SHALL BE INSTALLED AFTER THRUST M0.K94 13 - EGO ALL SIZES INITIALINITIAL SERVICE LEAK TESTING OR LEAVE JOINTS EXPOSED TO PROVIDE FOR VISUAL EXAMINATION OF ANTS DURING SERVICE LEAK TESTING. ADEQUATE TEWORARY BRACING [E BE. ETC. SHALL BE PROVIDED DURING PIPE TESTING. m ALL •RA0-E12. LEI CRTE TMUTTLL 00 001ENR➢ IN THE FUTURE LL 0 MMRM EENI LIC0IN RVIMNL Mao ➢010101K L a4M0EKV LEEENII EmuOAE FTE • A or P • EST P PRESSURE IN PSI IPE IN SQUARE S L • ANGLE R SEND IN PEWEE Lr 6 • PA/7600 CR E PRAY au. A Mr TRNn0c NM, IFTAN D PNF Tvw0O3 WOO L COMPACT PIPE, P ;UM PER rTOl 'ALA m,,TVLA Gcw A GIVE T TP LOOTS Er EXCAVATION XV DISTANC JFTAIL R (TWO OR MORE PIPES IN SAME TRENCH) An PE Nl A�x'E PI ZONE PLAN TYPICAL DETAIL OF PIPELINE OR UTILITY CROSSINF PRINULAR EMBEDMENT SFFTDM A -A PIPE TRENCHING DETAILS CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING INTEL WASTEWATER PROJECT JUNCTION STRUCTURE DETAILS C't R L N05&u 00 O amp, PaLV. and. Y.ara.n Inc. :t vVNunyn ICHEEECRED:r�ANSONI DATE M_,]_B] InW. , I J 4 Z7� Bra IF uY S ItIINTS WITHOUIT WATFR STOPS MAILS YALU SD1ICILS SLAMS ..,.rzNv.:.E DESCRIBEDVATERTIGHT MINTS IN SPEnnu.ms TYPICAL CONSTRUCTION JOINTS • ar STANDARD m CTRIN:TIIRAL DFCION CRITFRJA VT41..11,110T.DE= rtiliNE.VETTN REQUIRED TOR EMBEDMENT TYPICAL CftRNFR RFTNF!RCING DETAIL$ -iF=.tiH Nmrprm EWE 1/4. • Esaa ara r EACH SIDE Er OPENING REINFORCINFt AT OPENING$ RELLED FELT PLUG DOWEL SLEEVE/CAP FXPANSITIN JOINT FOOT • Bat NOT REQUIRED - - o a:NNm% ee-1T IS mN,S. SPACERS FOR WALL REINFORCINFr REIKORCING LAP SPLICE AND ABETMENT LENGTH ▪ ma a. LENGTH coo amaar:Err, mu IS EQ AI LE VON COVER AT LOST BM DI M LPN. DAM DTMAS FOR DRY COMM. STIRIRPS AND TIES D. FAME. RETWORCONNT C. TOE IT FOTTINOS - SAM AS SLAM. 6 DYE* TIP CP PALS ID w 1 SD Brawn GNI" CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING INTEL WASTEWATER PROJECT JUNCTION STRUCTURE DETAILS OChia p, Patel and Yerby, Inc. IJ-5 CHECEEO T.E NHANSON .w'slno .-mesh A-902 Copyr I ON 0199T by Carter & Burma. Ina ---- , . . MAy/BARR) Ri:6'6,1 Ktil ON, 'AT4V 00 ii'aftENcE 1 66\66,\SILTFINC - — - GENERAL NOTES. LbEMENTS UT 009000007100 AnrID PERMANENT UTILITY EASEMENTS. 21 CONSTRUCTION EMS SHALL ADHERE TO THE FOLLOWINO GUIDELINES. 0, CONSTRUCTION000ISTRUCTION EXITS SHALL NOT BE 200 400 600 GRAPHIC SCALE IN FEET fR1017 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT "01 INTEL SANITARY SEWER PROJECT ER SION CONTROL PLAN FOR FM CONTRACT C STA. 04.0 TO STA. ST.00 CZ CarterBurgess DESIGNED. ROM, O. VISINTAINER SUBN TTED. JOHN H. COOK DESI ROY DRAM. ROO CHECKED. JHC RECOMMENDED. JOHN N. COOK DESIGN ENGINEER 1SCALE 11104.1 NU. SNEEI —2257Pri-1" Vvehier60160140140 EC-1 VP JULY ST .! • 00WoNlerM9110.19,0,040m0,,,, i i ` E E d£ jiai • seN o W ? i _-.`Id}0 -" SIITj`-'.-- 71114 J CHIRINO SURVEY 265 _771 FiUp56 1F£ . S s J MCA y1.0 A-1106 SURVEY 1- 65 I e CUELLA URVEY h2G6 )`C—` \ \� -- ll/Jl j/,FCO 0 Li SILT FErm.&..._ - _ NyL_ L FENCE Ate. S �NE�ia��E� IT'� / 5a, sN°a,Rp6 IlKaa 1 6. NAYM,RR�1�\\ Jusogv {tr N.•� IH(�. ,\- \. cS.�� Z' \�s\( ,a x . e,LT i. -..A F 6 T ' a� s \/.^/\\ ` \\ %/-{rT ((i1'fI �(\11 \\ ` Z`F' t,. J As'rN„oe / s\ j0 `.Jry ffiPZ Ga0yr lob/ INDY by Carter 6 BUrye60. IOR. CNI SURVEYEY -265 C SURVEY ER 1- 251 I/ z 1 0f LF^)ILT /./` FENCE i, . \Too s ENERA NOTES, IILED-TAY'BARR1) LL ELEMENTS UTILIZED CONTROL MUST BE CONTAINED PARAMETERS OF THE TEMPORAR CONSTRUCTION AND PERIMNENT UTILITY EASEMENTS. 1470 Li SILT FENCE 200 400 600 GRAPHIC SCALE IN FEET liErsT'ucT TE AND ANY 0R HIN THE EROSION IT CITY OF FORT WORTH, TEXAS WATER DEPARTMENT �INTEL SANITARY SEWER PROJECT E OSION CONTROL PLAN FOR FM CONTRACT C STA. 67+00 TO STA. 200+00 Cr/R��� CPMER 8 BURGESS, NC. . FNrEerII rm wmun.uer-Fr DESIGNED. RON) O. V151NTAINER SUBMITTED. JONN N. COOK DESI M RDY DRARM ROM CHECKED. JNC RECOMMENDED. JONN N. 000N DESIGN ENGINEER SCALE CIS{� Ji T X0. EF2EE- SHT �+3 AS SXOIM �`L I'/ JR JULY 9T :£ DONp...,0710R0,o1v,010.62.ent t2s fli3 { �a A£_ e�EI Itip !I!I I S`iEe' i • 3/ -- rbLED N Y BI RR IER MATCHLINE STA 200+00 0 + fV ,ItN 119'v50•TMIK�A IT Io J EVANS m N l GI SUR-M]0 VEY + R N BICESNA�BARRIER� �— '- c305N05LG SILT XFCENCE I= -T7 -34148114r- — - - '51-r.-If7-!Ml ,,,IB LF S ..` EN 1 li n2TMYX. rIT w MNS _ SURVEY �1 \ ` Pa021 ,N Sn ' ,R51 '\ k — ,_ li J EVANS SURVEY R 970 Z 1 = J MATHEWS 1‘20 'NM SURVEY A-1021 COGyr I0101997 by Carter I. 01.0,110. Iro. 1 NIECE SURVEY ALSO HAY BARRIER A CONSTRICTION EXIT ILO FENCE {BM f •. IR GENERAL NOTES. 11 ALL ELEMENTS UTILIZE* FON EROSION CONTROL MJST BE CONTAINED NITHIN THE PA2STRUCTS OF THE TEMROPARY CONSTRUCTION AND PERMANENT UTILITY EASEMENTS. 200 400 B00 GRAPHIC SCALE IN FEET 971.01. CITY OF FORT WORTH, TEXAS WATER DEPARTMENT INTEL SANITARY SEWER PROJECT ER SION CONTROL PLAN FOR FM CONTRACT C STA. 200.00 TO STA. 300+00 DES I GNEO. RONDA D. VI SINTAI NER SUBMITTED. JOHN H. GOOK DESIGN ROB DRANM RDV CHECKED. PVC RECONIENDED. JOHN N. C0011 DES IMN ENGINEER }`Sr'Tr l ° awe..9lw EG3 JUL9T k,79 005•9.I0nRT1040..1.+550..0T. ant E E -KE 5 5 :15 I,) BALED MAY BA it i5}5 E I 5 E B t55 e2 ' Jo0Yr I Olt 01997 by Carter A Burps. I.O. I:I; I lSE€•�1 ILCSrts&-EW BALED NAV 4' OVNIN>EAFT— T ED RAY0BA0TI ER A.00 L - 41-27 „� ®'ire t\ IT II �e 1 �g IER E00 AGO 800 GRAPHIC SCALE IN FEET GENERAL NOTES. 11 ALL ELEMENT$ UTILIZED i0R EROSIIXI CONTROL ANST BE CONTAINED WITHIN TXE PARAMETERS OR TXE TRAPORARY CONSTRUCTION 000 PERIMNENT UTILITY EASMENTS. 31I C0NSTRUC ONDATMEROET LOCATIONS 0 BE x50'. ALL BE BUILT BTOINEUTHERE10. STS O'NNx0NSTHEY CITY OF FORT WORTH, TEXAS WATER DEPARTMENT = INTEL SANITARY SEWER PROJECT E OSION CONTROL PLAN FOR FM CONIFYIYCT C STA. 300+00 TO STA. 395456.16 -;s Carter 11Burgess �...8 6w'GPss, INc DESIGNED RONDA D. NISI NU INER RECPMENOEU. SUBMITTED. JOHN H. COOK JOHN X. C00[ DES ION ENGINEER DESIGN. ROV I ono ' SNOE,N 1 n 3NFET DRAM* al DRAROY of ro0EC —4 CHECKED. ANC JULY 9T u of $e Ae PITON SEt PLAN FOR DURABILITY 1.. EGISTINO FASPICFIWELAWR PLAN PLAN VIEW ixf INsiur fmf o HAY OR STRAW CHECK DAM AT DITCH aaa H wawa PROFILE CONSTRUCTION ENTRANCE MO SCALE /� rNV, DIM ROD POST E ES NIN11 /-IMEO RAIC,:u L rnPIR nog /—Nome LNe 'aPWY9R RDa • I. N LWVR .t.."" HIGH FLOW SILT FENCE DETAIL TYPICAL TEMPORARY FILTER FABRIC WITH WIRE FABRIC MO SCALE opyrI4,,101997 by Cvter E Burp's., Inc. MO SCALE SEE ELIA ELEVATION 17,1 P'IN.R. qR OYE 5BB5DiEiiUSf�PR M TO ALTERNATE 3 CURB INLET PROTECTION MO SCALE PLOW �NNAe LIN, LOW FLOW SILT FENCE DETAIL, TYPICAL TEMPORARY FILTER FABRIC WITHOUT WIRE FABRIC NO SCALE Ili R 21 14741 TIDIER GRADE FLOW !-S' PwNNLE n Nome Txc u•sinaw Puf oP euEs, IC eta TYPICAL ENTRENCHED BALE PLACEMENT SCALC ALTERNATE 2 CURB INLET PROTECTION NO SCALE CROSS-SECTION EARTH CONTAINMENT BERM MO SCALE PLAN VIEW CROSS-SECTION HAY OR STRAW CHECK DAM AT ROAD SECTION tEl SCALE CITY OF FORT WORTH, TEXAS WATER DEPARTMENT INTEL SANITARY SEWER PROJECT EROSION CONTROL PLAN DETAILS /�!�rcaHa wxcess, INc. `�� Curter =Bwgus DESIGNED, RONDA D. VIS INTAINER RECOWENDED, SUBMITTED, JONN 0. COOK JOHN H. CODE DESIGN ENGINEER DES IG. RDV SCALE DRAW% RDV AS SNONII DR«e:'" EC-5 [NECKED, JNC JULY 9i OM.p, IcMRl uemcnnONcea em GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised July 1, 2011 FORT WORTH REQUEST FOR BUSINESS EQUITY GOAL DEPARTMENT OF DIVERSITY AND INCLUSION -BUSINESS EQUITY DIVISION (DVIN-BE) Check type of contract: Construction ❑✓ CMAR ❑ Design/Builds ITB C/S/Pn Professional (A&E) Professional (RFQ/RFP) CFA ✓❑ Dept./Div. Name: Development Services First Advertise Date: TBD IS THIS CONTRACT ASSOCIATED WITH TRV? Yes❑ No❑✓ Dollar value of TRV contract portion $ Bid Date : TBD Date Sent to DVIN-BE: 10/29/2021 IS THIS A FEDERALLY FUNDED CONTRACT? Yes❑ NoE IS THIS A CIP CONTRACT? Yes0No0 Grant No. Grant Fiscal Year If yes, what year THIS A BOND FUNDED CONTRACT? Yes❑ No❑✓ Construction: IS THIS A LUMP SUM CONTRACT? Yes❑ No❑✓ Professional: IS THIS A FIXED FEE NOT -TO -EXCEED CONTRACT? Yes ✓❑ No❑ IS THIS A HOURLY NOT -TO -EXCEED CONTRACT? Yes ❑ No❑ IS THIS A COMBINED PROJECT? Yes No IS THIS A REVISION? Yes❑ No❑✓ IS THIS A CHANGE ORDER? Yes ❑ No ❑ Enter # IS THIS AN AMENDMENT? Yes No Enter # Is this a Job/Task Order Contract? Yes If yes, enter the revision number Contractor: Design Firm: No❑✓ If this is not the initial change order/amendment, submit copies of all previous change order/amendments regardless of whether a M&C was required for funding. BID/PROJECT NAME (Description Including Street Names): Construction of N. Beach Street from Alliance Gateway (SH 170) to Saratoga Drive Check applicable boxes: ❑✓ Concrete Paving El Asphalt Paving ❑✓ Drainage ❑✓ Water ❑✓Sewer ❑Other Alternates Capital/Bid Project# Other Project# CPN 103773 TOTAL CONTRACT ESTIMATE: $3,100,000.00 (Please ATTACH individual sub -totals for contracts with multiple units/sections including contingency. If the documentation is not clear and concise, it will be returned to the department.) Mirian Spencer Buyer/Project Manager (PRINTED) EXT. 2677 Point of Contact of Other than Buyer/PM: TBD Buyer/Project Manager (SIGNATURE) DATE: 10/29/2021 EXT. Check here to acknowledge that if pay item quantities are added to the proposal section after an Business Equity goal has been provided by DVIN - Business Equity Division, revised proposal must be submitted to DVIN - Business Equity Division for review. A compliance review will not be performed if additional pay items or quantities, which will potentially impact the Business Equity goal, are added to the proposal section after the issuance of the goal. THIS PORTION TO BE COMPLETED BY BUSINESS EQUITY DIVISION BUSINESS EQUITY GOAL: Comments: Goal Set 11/08/2021 M/WBE Goal DBE Goal 22 % MBE or SBE Goal (Project under previous BDE Ordinance) DVIN-BE Staff: Gt)a. . < /12a.(4)-EXT: DATE: 11/08/2021 Business Equity Division Email: DVIN BEOffice(a�fortworthtexas.gov Effective 01-01-2021 FORT WORTH PRIME/OFFEROR/OWNER COMPANY NAME: City of Fort Worth Business Equity Utilization Form Disadvantaged Business Enterprise Utilization Form (Applicable if Federallv-Funded) PROJECT NAME: N Beach St - S H 170 To Saratoga Downs Way PROJECT NUMBER: CPN 103773 BID DATE: TBD Check all applicable boxes to describe n Not Certified Prime/Offeror/Owner's Classification: I I Certifying Agency: n NCTRCA nD/FW MSDC Ethnicity: African American Hispanic City's Business Equity Goal: n (Check if addressing DBE Goal) MBE I I TX DOT Caucasian 22 % I IWBE DBE HUB I I WBCS ri Other: Asian Native American Gender: ATTACHMENT 1A Page 1 of 4 Offeror's Business Equity (or DBE) Commitment: VOSB Section 3 Male nFemale Non -Binary Definitions: Business Equity Firm: Certified MBE Minority Business Enterprise or WBE Women Business Enterprise DBE: Disadvantaged Business Enterprise HUB: Historically Under Utilized Business VOSB: Veteran Owned Small Business Section 3: Certified Housing Urban Development Vendors ALL BUSINESS EQUITY FIRMS MUST BE CERTIFIED BEFORE CONTRACT AWARD Failure to complete this form, in its entirety, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, documents will be submitted to the City Proiect Manager if publicly bid or to the Developer if privately bid. The undersigned Prime/Offeror agrees to enter into a formal agreement with the Business Equity firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth (Exception: Developer proiects). 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. Business Equity firms listed toward meeting the project goal must be located in the City's marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. The marketplace is the City of Fort Worth including portions of Denton, Parker, Wise, and all of Tarrant, Dallas, and Johnson counties. Certified means those Business Equity Firms, located within the Marketplace, that have been determined to be a bona -fide minority or women business enterprise by the North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC) and Women's Business Council -Southwest (WBCS). If hauling services are utilized, the Prime/Offeror will be given credit as long as the Business Equity firm listed owns and operates at least one fully licensed and operational truck to be used on the contract. The Business Equity firms may lease trucks from another Business Equity firm, including Business Equity owner -operated, and receive full Business Equity credit. The Business Equity firm may lease trucks from non -Business Equity firms, including owner -operated, but will only receive credit for the fees and commissions earned by the Business Equity as outlined in the lease agreement. Federally -funded Projects (ONLY), Counting DBE Participation: If materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies towards the goal. If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials and supplies toward the DBE goal. When materials or supplies are purchased from a DBE neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies or fees or transportation charges for the delivery of the materials or supplies delivered to the job site. In all cases, the Prime/Offeror is responsible to identify the amounts to be used toward the committed DBE goal. Note: For DBE Goals, 60% of the services count towards the goal. Effective 01/01/2021 Updated 03/24/2022 FORT WORTH Business Equity Utilization Form ATTACHMENT 1A Page 2 of 4 Please note that only certified Business Equity firms will be counted to meet the Business Equity goal. Prime/Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Business Equity firms and non -Business Equity firms. Prime/Offerors must identify by tier level all subcontractors/suppliers. Tier: means the level of subcontracting below the Prime/Offeror i.e. a direct payment from the Prime/Offeror to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier. Business Equity firms are to be listed before non -Business Equity firms. The Prime/Offeror is responsible to provide proof of payment of all tiered sub-contractors/suppliers identified as a Business Equity firm and counting those dollars towards meeting the contract committed goal. Certified Business Equity Prime/Offeror Contractors counting their self -performance towards meeting the contract goal, must be certified within those NAICS commodity codes with a certifying agency acceptable by the City of Fort Worth. Certified Business Equity Prime/Offeror counting self -performing services towards the goal, the service(s) to be performed should be listed first on the Utilization form. Check this box if certified Prime Contractor services will be counting towards the Business Equity contracting goal. Please list services first below. Please list certified Business Equity firm names as listed on their certification, including DBA names. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Specify Tier Name 1st Tier Certification Agency Certified By: ❑D/FW MSDC ❑NCTRCA ❑TXDOT ❑WBCS ❑Other: Certified By: DFW MSDC ❑NCTRCA TXDOT ❑Other: Gender and Ethnicity: ❑ Male n Female Non -Binary riAfrican American ❑ Hispanic ❑Asian ❑Caucasian n Native American n Male ❑African American WBCS ❑Asian Certified By: DFW MSDC ❑NCTRCA TXDOT ❑Other: ❑ Caucasian Male Female n Non -Binary Female ❑ African American WBCS ❑ Asian nCaucasian ❑ Native American Hispanic ❑ Native American Non -Binary ❑ Hispanic Effective 01 /01 /2021 Updated 03/24/2022 FORT WORTH Business Equity Utilization Form Please include multiple copies of this page if needed to list all contractors and suppliers. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Specify Tier Name 1st Tier Certification Agency Certified By: D/FW MSDC NCTRCA TXDOT nWBCS Other: Certified By: []DFW MSDC []NCTRCA []TXDOT nWBCS []Other: Certified By: nDFW MSDC ❑ NCTRCA []TXDOT nWBCS [] Other: Certified By: []DFW MSDC []NCTRCA []TXDOT nWBCS []Other: ATTACHMENT 1A Page 3 of 4 Gender and Ethnicity: nMale n Female n Non -Binary nAfrican American Hispanic nAsian []Caucasian nNative American nMale []Female []Non -Binary nAfrican American nAsian Caucasian n Native American ❑ Male n Female []African American nAsian [] Caucasian []Hispanic Non -Binary []Hispanic nNative American ❑ Female [] Non -Binary n Male nAfrican American []Hispanic n Asian nCaucasian n Native American Effective 01/01/2021 Updated 03/24/2022 FORT WORTH Business Equity Utilization Form Total Dollar Amount of Certified Prime/Offeror Services towards contract goal Total Dollar Amount of Business Equity (or DBE if applicable) Subcontractors/Suppliers Total Dollar Amount of Non -Business Equity Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF CERTIFIED PRIME/ALL SUBCONTRACTORS/SUPPLIERS ATTACHMENT 1A Page 4of4 The Prime/Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Business Equity Division through the submittal of a Request for Approval of Change/Addition online. 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 Prime/Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed Business Equity goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including non -Business Equity firms. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Prime/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 Business Equity firms on this contract, by an authorized officer or employee of the City. A Prime/Offerer who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Address Email Address City/State/Zip Code Date Department of Diversity and Inclusion - Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Ph: 817-392-2674 Effective 01/01/2021 Updated 03/24/2022 FORT WORTH® PRIME/OFFEROR COMPANY NAME: PROJECT NAME: City of Fort Worth Business Equity Division Good Faith Effort Form N Beach St - SH 170 To Saratoga Business Equity Goal: 22 %%o ATTACHMENT 1C Page 1 of 4 Check applicable box to describe Prime/Offeror's Certification Business Equity 1 n Non -Business =irm 11 I Equity Firm BID DATE TBD Offeror's Business Equity Goal Commitment: PROJECT NUMBER %%o 103773 I If the Offeror did not meet or exceed the Business Equity Goal for this project, the Prime/Offeror must complete this form. If the Prime/Offeror's method of compliance with the Business Equity Goal is based upon demonstration of a "Good Faith Effort", the Prime/Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 10 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 Prime/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 third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, documents will be submitted to the City Project Manager if publicly bid or to the Developer if privately bid. 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 Business Equity firm or non -Business Equity firm. (DO NOT LIST NAMES OF FIRMS). On all projects, the Prime/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 Effective 03/15/2022 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of Business Equity subcontractors and/or suppliers from the City's Business Equity Division. nYes n No Date of Listing 3.) Did you solicit bids from Business Equity 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 Business Equity firm, person contacted, phone number and date and time of contact.) No 4.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by fax, exclusive of the day the bids are opened? Yes (If yes, attach list to include name of Business Equity 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 confirmation and/or "undeliverable confirmation" documentation may render the No GFE non -responsive.) 5.) Did you solicit bids from Business Equity 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? Yes (If yes, attach email confirmation to include name of Business Equity firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the No email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non -responsive.) NOTE: The three methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Prime/Offeror must document that either at least two attempts were made using two of the three methods or that at least one successful contact was made using one of the three methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Prime/Offeror must contact the entire Business Equity list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 5. 6.) Did you provide plans and specifications to potential Business Equity firms? Yes No 7.) Did you provide the information regarding the location of plans and specifications in order to assist the Business Equity firms? Yes No Effective 03/15/2022 ATTACHMENT 1C Page 3 of 4 8.) Did you prepare a quotation for the Business Equity firms to bid on goods/services specific to their skill set? Yes (If yes, attach all copies of quotations.) No 9.) Was the contact information on any of the listings not valid? Yes (If yes, attach the information that was not valid in order for the Business Equity Division to address the corrections needed.) n No 10.) Submit documentation if Business Equity firms quotes were rejected. The documentation submitted should be in the firms forms of an affidavit, include a detailed explanation of why the Business Equity firms was rejected and any supporting documentation the Prime/Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Prime/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.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain Business Equity firm participation on this project. The Prime/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 Prime/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. A Prime/Offeror who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Effective 03/15/2022 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the Business Equity firms listed was/were contacted in good faith. It is understood that any Business Equity firms listed in Attachment IC will be contacted and the reasons for not using them will be verified by the City's Business Equity Division. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Address Email Address City/State/Zip Date Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Effective 03/15/2022 FORT WORTH® Business Equity Division LETTER OF INTENT PROJECT# 103773 BID# TBD (If Applicable Please Check One) Amendment ❑ Change Order ❑ A. Business Equity Sub-Contractor/Consultant Information: A certified Business Eauitv firm is owned by a Minority or Woman Business Enterprise (M/WBE) [Pursuant to the City of Fort Worth's Business Equity Ordinance, certified Business Equity firms participating under the Ordinance must be certified prior to recommendation of award in order to be counted towards the Business Equity contract goal. Certifying agencies acceptable by the City: North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council, Inc. (DFW MSDC), Women's Business Council - Southwest (WBCS), or the Texas Department of Transportation (TXDOT). Note: For Federally -Funded projects the firm must be certified as a Disadvantaged Business Enterprise (DBE) by the NCTRCA and/or TXDOT only.] All Fields are Required - Do not leave blank. 1. Name of Project: N Beach St - SH 170 To Saratoga Downs Way 2. Name of Offeror/Prime Contractor: 3. Name of Business Equity Firm: Address: Firm Contact Name/Phone: 4. The undersigned is prepared to perform the following described work and/or supply the material listed in connection with the above project (where applicable specify "supply" or "install" or both): NAICS Code: (Owner/ Authorized Agent) Type or Print Name (Signature of Owner /Authorized Agent of Certified Business Equity Firm) (Email Address) In the amount of $ (Name of Certified Business Equtiy Firm) (Date) (Phone Number) B. Affidavit of Offeror/Prime I HEREBY DECLARE AND AFFIRM that am the duly authorized representative of (Owner/Authorized Agent) and that I have personally reviewed the material and facts (Name of Offeror/Prime) set forth in this Letter of Intent. To the best of my knowledge, information and belief, the facts in this form are true, and no material facts have been omitted. Pursuant to the City of Fort Worth's Business Equity Ordinance, any person/entity that makes a false or fraudulent statement in connection with participation of a certified firm in any City of Fort Worth contract may be referred for debarment procedures under the City of Fort Worth's Business Equity Ordinance. I do solemnly swear or affirm that the signatures contained herein and the information provided by the Offeror/Prime are true and correct, and that I am authorized on behalf of the Offeror/Prime to make the affidavit. (owner/ Authorized Agent) Type or Print Name (Signature of Owner/Authorized Agent) (Email Address) (Name of offeror/Prime) (Date) (Phone Number) Department of Diversity and Inclusion Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Ph:817-392-2674 Effective 01/01/2021 Revised. 6-8-21 FORT WORTH. Joint Venture Page 1 of 3 CITY OF FORT WORTH M/WBE Joint Venture Eligibility Form All questions must be answered; use "N/A" if not applicable. Name of City project: N Beach St - SH170 To Saratoga Downs Way A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: Cellular: E-mail address: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture M/WBE firm I Non-M/WBE firm name: name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the M/WBE: Facsimile Pf'w Describe the scope of work of the non-M/WBE: Rev. 2/13/19 Joint Venture Page 2 of 3 3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Business Equity Division will review your joint venture submission and will have final approval of the M/WBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's Business Equity Division immediately for approval. 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 City's Business Equity Ordinance 25165-10-2021 . Rev. 2/13/19 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of , 20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Notary Public Print Name Signature Commission Expires (seal) Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Rev. 2/13/19 FORT WORTH City of Fort Worth Business Equity (M/WBE) Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: PROJECT NAME: N Beach St - SH 170 to Saratoga City's MBE Project Goal: 22 Offeror's MBE Project Commitment: ATTACHMENT 1B Page 1 of 1 Check applicable block to describe Prime MWWBE NON-MWBE BID DATE PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? 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. Will you perform this entire contract without suppliers? 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. L YES NO YES 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 certified M/WBE(s) on this contract, the payment thereof and any proposed changes to the original M/WBE(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 M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name (if different) Company Name Phone Number Address Email Address City/State/Zip Date Fax Number Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Rev. 3/13/2022 FoRTWoRTH® City of Fort Worth Business Equity Division INSTRUCTIONS TO BIDDERS ABOUT THE BUSWLESS EQUITY G L Bid number: Business Equity Goal: It is the policy of the City of Fort Worth to ensure the full and equitable utilization of Business Equity Firms when appropriate, in the procurement of all goods and services. When a Business Equity Goal is established for a bid, it means that the City of Fort Worth believes that there are Business Equity Firms available that can provide goods or services requested by the bid. The Business Equity Goal for Bid number is %. This means that the City believes that there are available Business Equity Firms that can provide goods or services required by this bid and therefore, % of the Bidder's awarded amount must be spent with a Business Equity Firm. All requirements and regulations stated in the City's current Business Eauitv Ordinance #25165-10-2021 apply to this bid. Definitions are at the end of this document. Because a Business Equity Goal has been established for this bid, in order for your bid to be considered, a Bidder must satisfy one (1) of the conditions below. A. Commit to Meet or Exceed the Business Equity Goal Hire Business Equity Firm(s) to provide goods or services and spend at least the goal amount with the Business Equity Firm(s). Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following two (2) forms: a. Utilization Plan b. Letter(s) of Intent B. Prove a Good Faith Effort Show attempt to hire Business Equity Firms to meet or exceed the goal, but was unsuccessful. This can occur in two (2) ways: 1) Bidder proposes a smaller Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following three (3) forms: a. Utilization Plan b. Letter(s) of Intent c. Good Faith Effort 2) Bidder proposes a 0% Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Eauitv Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: If unsuccessful, submit Good Faith Effort Form. Please see Ordinance &20-370 (a) page for requirements of an acceptable Good Faith Effort. C. Prove that the Bidder Can Perform the Service and Provide all Materials on the Project as the Prime Contractor Bidder must show that the Bidder is providing all of the goods and services through their own company and that there are no goods or services provided by a third party or an affiliate. Bidder will not purchase any supplies or inventory from a third party. Step 1: Must submit Prime Contract Waiver Form D. Create a Joint Venture with a Business Equity Firm At least one or both of the firms must be a Business Equity Firm Step 1: Must submit Joint Venture Form DEADLINE TO SUBMIT REQUIRED DOCUMENTS AND FORMS Bidders must submit sealed bids to be opened at the date, time, and place stated in the solicitation for the public opening of bids. Faxed copies will not be accepted. FREQUENTLY ASKED QUESTIONS 1. If I am Business Equity Firm, can I count my performance of the bid? Answer. A Business Equity Prime Contractor can count its self -performance towards meeting the Business Equity Goal for the assigned North American Industry Classification System (NAICS) commodity codes on its Minority Business Enterprise (MBE) or Women Business Enterprise (WBE) certification. 2. What if I am a Business Equity Firm, but I am unable to self perform all work or provide all of the goods under the bid, can I count my performance under the Bid? Answer. If the Business Equity Prime cannot self -perform all of the work, it will be accountable for subcontracting with certified firms to meet the overall goal. Business Equity Firms that qualify under the "Significant Business Presence" definition may count in the Program upon approval of DVIN-BE. 3. This bid does not have a set amount that the City will purchase from the Awarded Bidder, how do I complete the form? Answers: a. For a low bid procurement, the lowest bidder shall submit a Utilization Plan no later than 2:00 PM on the third business day after bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. b. For a Best Value procurement, all bidders who wish to be considered for evaluation scoring shall submit a Utilization Plan by 2:00 PM on the third business day after the bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. c. Non-compliance. If the lowest bidder for a low bid procurement or any bidder for a Best Value procurement does not timely submit its Utilization Plan with the required documents, that bidder will be deemed Non -Responsive. For a low bid procurement, the City will notify the next lowest bidder who shall then submit a Utilization Plan with required documents no later than 2:00 PM on the third business day after the bidder receives notification. This process will be followed until a bidder submitting the required documents is selected. DEFINITIONS Business Equity Firm means an Independent Firm that is a Certified minority- and/or women -owned business enterprise (M/WBE) with a Significant Business Presence in the City's Marketplace. Business Equity Goal means a calculation prepared by the DVIN-BE that includes all the following factors: the detailed cost estimate of the work to be performed, or goods purchased; the 6-county Marketplace; the availability of Business Equity Firms and non -Business Equity Firms in the Marketplace determined ona Contract -by -Contract basis; and the subcontracting/supplier opportunities of each project. Certified means those firms identified by the North American Industry Classification System (NAICS) that have been determined to be a bona fide MBE or WBE by the North Central Texas Regional Certification Agency (NCTRCA), the Dallas/Fort Worth Minority Supplier Development Council (DFW /MSDC), Women's Business Council -SW (WBCS), Texas Department of Transportation (TxDOT) or another certifying agency that the DVIN-BE may deem appropriate and accepted by the City of Fort Worth. DVIN-BE means the City's Department of Diversity and Inclusion — Business Equity Division Good Faith Efforts means the actions undertaken by a Contractor and approved by DVIN-BE as described inthe Business Equity Ordinance 20-370 (g). Joint Venture means a business entity formed by two or more independent Persons for the purpose of pursuing a common objective, such as a prime contract. The resulting business entity has additional resources and capacity, enhancing its ability to compete for larger awards. A joint venture is generally characterized by shared ownership, shared returns and risks, and shared governance. In a joint venture, the prime managing partner holds 51 % or more interest in the business. Partner(s) hold less than 51 % interest but in most cases, not less than 20%. Marketplace means the geographic area as defined by the City's most current Disparity Study (i.e., Tarrant, Dallas, Denton, Johnson, Parker and Wise counties). Responsive means that a Person is compliant with the requirements of the Business Equity Ordinance. Significant Business Presence means a Person (1) which has its principal place of business located inside the Marketplace; (2) which has its principal place of business located outside the Marketplace but has been verified to be in existence for a minimum of 24 months and from which at least 20% of the business's workforce is based in the Marketplace; or (3) which has cumulative business receipts greater than $1,000,000 for work done in the Marketplace since January 1, 2013. Utilization Plan means the list of Business Equity Firms that a Contractor commits will be utilized to meet the Business Equity Goal for a specific project, the scopes of the work and the dollar values or the percentages of the work to be performed. VIOLATIONS AND SANCTIONS 1 Failure to comply with the City's Business Equity Ordinance will result in the bid being considered "Non -Responsive." 2. Failure to submit the required Business Equity forms and documentation will result in the bid being considered non -responsive and a "written warning" letter that may impact the Offeror's evaluation scoring on future City bid opportunities for up to 12 months, refer to Ordinance .20-373 on VIOLATIONS AND SANCTIONS for continued offenses or failures to comply. If you have any questions, contact Department of Diversity & Inclusion, Business Equity Division Email: DVIN_BE@fortworthtexas.gov I Phone: 817-392-2674 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised July 1, 2011 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 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Public Storm Drain, Paving, Water, Sanitary Sewer & Street Light Improvements - N Beach St SH 170 to Saratoga Downs Way STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:103773 Revised July 1, 2011 FORT WORTH® CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST PAGE 1 OF 3 Updated: 03/19/2021 Approval Spec NtS1asssification Manufacturer Model No. National Spec Size 9/28/2018 9/28/2018 9/28/2018 9/28/2018 9/28/2018 4/3/2019 4/3/2019 10/8/2020 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021) 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Frames and Covers Manhole Cover Manhole Frames and Covers Manhole Frame Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) Neenah Foundry Neenah Foundry Neenah Foundry Neenah Foundry SIP Industries ++ SIP Industries ++ EJ ( Formally East Jordan Iron Works) MHRC #220605 NF-1274-T91 NF-1743-LM (Hinged) NF-1930-30 R-1743-HV 2279ST 2280ST EJ1033 Z2/A ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A536 AASHTO M306 **24" Dia 32" Dia 32" Dia 32.25" Dia 32" Dia **24" Dia 32" Dia 32.25" Dia **Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. * From Original Standard Products List FORT WORTH. CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST PAGE 2 OF 3 Updated: 10/13/21 National Spe Size Storm Sewer - Inlet & Structures 33-05-13 (Rev 10/13/2021) 10/08/20 33 49 20 10/08/20 33 49 20 Curb Inlets Curb Inlets 10/08/20 33 49 20 Curb Inlets 10/08/20 33 49 20 Curb Inlets 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole Forterrra Forterrra FRT-10x3-405-PRECAST* * FRT-10x3-406-PRECAST* * Forterrra FRT-10x4.5 407-PRECAST** Forterrra FRT-10x4.5 420-PRECAST** Forterrra FRT-4X4-409-PRECAST-TOP Forterrra FRT-4X4-409-PRECAST-BASE Forterrra FRT-5X5-410-PRECAST-TOP Forterrra FRT-5X5-410-PRECAST-BASE Forterrra FRT-6X6-411-PRECAST-TOP Forterrra FRT-6X6-411-PRECAST-BASE 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 39 20 Manhole Thompson Pipe Group 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-10X3-405-PRECAST INLET** TPG-15X3-405-PRECAST INLET** TPG-20X3-405-PRECAST INLET** TPG-4X4-409-PRECAST TOP TPG-4X4-409-PRECAST BASE TPG-4X4-412-PRECAST 4-FT RISER TPG-5X5-410-PRECAST TOP TPG-5X5-410-PRECAST BASE TPG-5X5-412-PRECAST 5-FT RISER TPG-6X6-411-PRECAST TOP TPG-6X6-411-PRECAST BASE TPG-6X6-412-PRECAST 6-FT RISER TPG-7X7-411-PRECAST TOP TPG-7X7-411-PRECAST BASE TPG-7X7-412-PRECAST 4-FT RISER TPG-8X8-411-PRECAST TOP TPG-8X8-411-PRECAST BASE TPG-8X8-412-PRECAST 5-FT RISER TPG-4X4-408-PRECAST INLET TPG-5X5-408-PRECAST INLET TPG-6X6-408-PRECAST INLET ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 ASTM 615 **Note: Pre -cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in -place. No exceptions to this requirement shall be allowed. 10' X 3' 10' X 3' 10' X 4.5' 10' X 4.5' 4' X 4' 4' X 4' 5'X 5' 5'X 5' 6' X 6' 6' X 6' 10' X 3' 15' x 3' 20' x 3' 4' X 4' 4' X 4' 4' X 4' 5' X 5' 5' X 5' 5' X 5' 6' X 6' 6' X 6' 6' X 6' 7' X 7' 7' X 7' 7' X 7' 8' X 8' 8' X 8' 8' X 8' 4' X 4' 5' X 5' 6' X 6' * From Original Standard Products List FORT WORTH. CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST PAGE 3 OF 3 Updated: 04/14/21 App Classsification Manufacturer Model No. National Spec Size Storm Sewer - Pipes 33-05-13 (Rev 03/19/21) 4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330 12" - 60" FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Manufacturer Model No. National Spec Size 07/23/97 04/26/00 04/26/00 1/26/99 5/13/05 Water & Sewer - Manholes & Bases/Comnonents 33-39-10 (Rev 2/3/16) 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Urethane Hydrophilic Waterstop Offset Joint for 4' Diam. MH Profile Gasket for 4' Diam. MH. HDPE Manhole Adjustment Rings Manhole External Wrap Asahi Kogyo K.K. Hanson Concrete Products Press -Seal Gasket Corp. Ladtech, Inc Canusa - CPS er - Manholes & Bases/Fiberglass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole 08/30/06 33 39 13 Fiberglass Manhole 08/24/18 08/24/18 08/24/18 08/24/18 10/31/06 7/25/03 01/31/06 11/02/10 07/19/11 08/10/11 Water & Sewer - Manholes & Bases/Frames & 33 05 13 'Manhole Frames and Covers Water & Sewer.- Manholes & Bases/Frames & 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers (Hinged) Manhole Frames and Covers 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover Fluid Containment, Inc. L.F. Manufacturing Adeka Ultra -Seal P-201 Drawing No. 35-0048-001 250-4G Gasket HDPE Adjustment Ring WrapidSeal Manhole Encapsulation System Flowtite Covers/Rectangular 33-05-13 (Rev 2/3/101 Western Iron Works, Bass & Hays Foundry f 1001 Covers/Standard (Round) 33-05-13 (Rev 2/3/16) Western Iron Works, Bass & Hays Foundry McKinley Iron Works Inc. Neenah Foundry Neenah Foundry Neenah Foundry Neenah Foundry Sigma Corporation Sigma Corporation Pont-A-Mousson Neenah Casting Powerseal Saint-Gobain Pipelines (Pamrex/rexus) East Jordan Iron Works Sigma Corporation Star Pipe Products Accucast 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI East Jordan Iron Works SIP Industries 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. 10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 03/08/00 04/20/01 Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers 30024 A 24 AM R-1272 R- 165-LM (Humid) NF 1274 R-1743-LM (Hinged) MH-144N MH-143N GTS-STD Hinged Ductile Iron Manhole RE32-REFS V1432-2 and V1483 Designs MH165IFWN & MH16502 MH32FTWSS-DC 220700 Heavy Duty with Gasket Ring 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket 2280 (32") CAP-ONE-30-FTW, Composite, w/ Lock w/o Haig 32"(30") Frame and Cover 33-05-13 (Rev 2/3/16. Pont-A-Mousson Neenah Casting Westem Iron Works,Bass & Hays Foundry McKinley Iron Works Inc. Accucast (SIP)Serampore Industries Private Ltd. Water & Sewer - Manholes & Bases/Precast Concrete (ley 1/8/13 33 39 10 Manhole, Precast Concrete 33 39 10 Manhole, Precast Concrete 09/23/96 33 39 10 Manhole, Precast Concrete 05/08/18 33 39 10 Manhole, Precast Concrete 10/27/06 33 39 10 Manhole, Precast Concrete 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete 09/06/19 33 39 20 Manhole, Precast Concrete 10/07/21 32 39 20 Manhole, Precast Concrete 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Hydro Conduit Corp Wall Concrete Pipe Co. Inc. Concrete Product Inc. The Turner Company Oldcastle Precast Inc. US Composite Pipe Forterra Pipe and Precast Forterra Pipe and Precast Armorock Predl Systems Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitiou EI-14 Manhole Rehab Systems Ouadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company 5/12/03 E1-14 Manhole Rehab System (Liner) Poly -triplex Technologies 08/30/06 General Concrete Repair FlexKrete Technologies 05/20/96 12/14/01 01/31/06 8/28/2006 08/30/06 aW ter & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious EI-14 Manhole Rehab Systems Sprayron, EI-14 Manhole Rehab Systems Sun Coast Coating for Corrosion protection(Exterior) Coatings for Corrosion Protection Coatings for Corrosion Protection Coatings for Corrosion Protection 33 05 16, 33 39 10, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) ERTECH Chesterton Warren Environmental Citadel Sherwin Williams Pamtight 300-24P WPA24AM RC-2100 300-24-23.75 Ring and Cover SPL Item #49 48" I.D. Manhole w/ 32" Cone 48", 60" I.D. Manhole w/ 32" Cone 48" I.D. Manhole w/ 24" Cone Reinforced Polymer Concrete 60" & 72" I.D. Manhole w/32" Cone 48" I.D. Manhole w/32" Cone 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I.D. Manhole w/32" Cone Refiner MSP Strong Seal MS2A Rehab System MH repair product to stop infiltration Vinyl Polyester Repair Product Spray Wall Polyurethane Coating Series 20230 and 2100 (Asphatic Emulsion) Arc 791, SIHB, SI, S2 S-301 and M-301 SLS-30 Solids Epoxy RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) ASTM D2240/D412/D792 ASTM C-443/C-361 ASTM 3753 ASTM A48 & AASHTO M306 ASTM A48 & AASHTO M306 ASTM A48 & AASHTO M306 ASTM A48 & AASHTO M306 ASTM A536 AASHTO M306-04 ASSHTO M105 & ASTM A536 ASTM A 48 ASTM A 48 ASTM A 48 ASTM C 478 ASTM C-443 ASTM C 478 ASTM C 478 ASTM C 478 ASTM C-76 ASTM C-76 ASTM C-77 ASTM D5813 ASTM D639/D790 Acid Resistance Test SS MH Traffic and Non -traffic area Non -traffic area Non -traffic area 2424"x- 24" Dia. 24" Dia. 24" Dia. 24" Dia. 30" Dia. 30" dia. 24" dia. 24" dia. 24" Dia. 30" Dia. 30" Dia. 30" Dia 30" Dia 30" Dia 30" Dia 30" Dia. 30" Dia. 30" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 48" 48" 48" w/32" cone 48", 60" 48" Diam w 24" Ring 48" to 72" 60" & 72" 48" 48" & 60" 48" & 60" Non Traffic Areas Misc. Use For Exterior Coating of Concrete Structures Only Sewer Applications Sewer Applications Sewer Applications For Exterior Coating of Concrete Structures Only * From Original Standard Products List 1 FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 11. 'on Manufacturer Model No. National Spec Size Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) 09/23/96 09/23/96 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Insert Manhole Insert Manhole Insert Manhole Insert Manhole Insert Water & Sewer - Pine Casing Spacers 33-05-24 (07/01/1 11/04/02 Steel Band Casing Spacers 02/02/93 Stainless Steel Casing Spacer 04/22/87 09/14/10 09/14/10 05/10/11 03/19/18 03/19/18 Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers Stainless Steel Casing Spacer Casing Spacers Casing Spacers Knutson Enterprises South Westem Packaging Noflow-Inflow Southwestern Packing & Seals, Inc. Southwestern Packing & Seals, Inc. Advanced Products and Systems, Inc. Advanced Products and Systems, Inc. Cascade Waterworks Manufacturing Pipeline Seal and Insulator Pipeline Seal and Insulator Powerseal BWM BWM Made to Order - Plastic Made to Order - Plastic Made to Order - Plastic LifeSaver - Stainless Steel TetherLok - Stainless Steel Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing ASTM D 1248 ASTM D 1248 ASTM D 1248 For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) 08/24/18 08/24/18 33 11 10 33 11 10 33 11 10 33 11 10 33 11 10 Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Griffin Pipe Products, Co. American Ductile Iron Pipe Co. American Ductile Iron Pipe Co. U.S. Pipe and Foundry Co. McWane Cast Iron Pipe Co. Super Bell -The Ductile Iron Pressure Pipe, American Fastite Pipe (Bell Spigot) American Flex Ring (Restrained Joint) Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatin 1s/Enoxv 33-39-60 (01/08/131 02n5/02 Epoxy Lining System 12/14/01 Epoxy Lining System 04/14/05 Interior Ductile Iron Pipe Coating 01/31/06 Coatings for Corrosion Protection 8/28/2006 Coatings for Corrosion Protection Sewer - Coatines/Polvurethane Sewer - Combinatio 33-31-70 Air Release Valve 05/25/18 Sewer - Pipes/Concrete EI-04 EI-04 EI-04 EI-04 Conc. Pipe, Reinforced Conc. Pipe, Reinforced Conc. Pipe, Reinforced Conc. Pipe, Reinforced Sauereisen, Inc Ertech Technical Coatings Induron Chesterton Warren Environmental A.R.I. USA, Inc. Wall Concrete Pipe Co. Inc. Hydro Conduit Corporation Hanson Concrete Products Concrete Pipe & Products Co. Inc. Sewer - Pipe Enlarament System (Method)33-31-23 (01/18/13) PIM Corporation McLat Construction Trenchless Replacement System PIM System McConnell Systems TRS Systems Sewer- Pine/Fibernlass Reinforced Pine 33-31-13(1/8 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. 03/22/10 33 31 13 Fiberglass Pipe (FRP) 04/09/21 Glass -Fiber Reinforced Polymer Pipe (FRP) 4/14/05 Polymer Modified Concrete Pipe 06/09/10 EI-9 Reinforced Polymer Concrete Pipe 12/02/11 10/22/14 Sewer - Pines/HDPE 33-31-23(1/8/131 High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe Sewer - Pines/PVC (Pressure Sewer) 33-11-12 (4/1/13) 33-11-12 DR-14 PVC Pressure Pipc 33-11-12 DR-14 PVC Pressure Pipe Ameron Thompson Pipe Group Amitech USA US Composite Pipe Phillips DriscopiPe, Inc. Plexco Inc. Polly Pipe, Inc. CSR Hydro Conduit/Pipeline Systems Pipelife Jetstream Royal Building Products SewerGard 210RS Ertech 2030 and 2100 Series Protecto 401 Arc 791, SIHB, 51, S2 5-301 and M-301 D025LTP02(Composite Body) Class III T&G, SPL Item #77 SPL Itcm #95 Manhole, #98 Pipc Polyethylene Polyethylene Polyethylene Hobas Pipe (Non -Pressure) Bondstrand RPMP Pipe Thompson Pipe (Flowtite) Meyer Polycrete Pipe Reinforced Polymer Concrete Pipe Opticore Ductile Polyethylene Pipe McConnell Pipe Enlargement PVC Pressure Pipe Royal Seal PVC Pressure Pipe AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 LA County #210-1.33 ASTM B-117 Acid Resistance Test ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 PIM Corp., Piscata Way, N.J. Houston, Texas Calgary, Canada ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 ASTM C33, A276, F477 ASTM C-76 ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM D 1248 AWWA C900 AWWA C900 3" then 24" 4" then 30" 4" then 30" Ductile Iron Pipe Only Sewer Applications Sewer Applications Approved Previously Approved Previously Approved Previously 8" to 102", Class V 8- 8- 8- 4" Ihru 12" 4" thru 12" * From Original Standard Products List 2 FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Sewer - Pines/P C - -21 (7/1/13) 33-31-20 PVC Sewer Poe 12/23/97* 01/18/18 11/11/98 09/11/12 05/06/05 04/27/06 3/19/2018 3/19/2018 3/29/2019 10/21/2020 10/22/2020 10/21/2020 I * 05/03/99 05/29/96 11/03/98 12/04/00 06/09/03 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pine 33-31-20 PVC Solid Wall Pipe 33-31-20 PVC Sewer Fittings 33-31-20 PVC Sewer Fittings 33 31 20 PVC Sewer Pipe 33 31 20 PVC Sewer Pyre 33 31 20 Gasketed Fittings (PVC) 33 31 20 PVC Sewer Pipe 33 31 20 PVC Sewer Pipe 33 31 20 PVC Sewer Pipe Cured in Place Pipe Cured in Place Pipe Cured in Place Pipe Sewer - Pines/Rehab/Fold & Form Fold and Form Pipe Fold and Form Pipe Fold and Form Pipe Fold and Form Pipe Fold and Form Pipe Sewer - Pioes/Ooen Profile Larne Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed 09/26/91 E100-2 PVC Sewer Pipe, Ribbed E100-2 PVC Sewer Pipe, Ribbed 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall 05/16/11 Steel Reinforced Polyethylene Pipe Manufacturer J-M Manufacturing Co., Inc. (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plashes Corporation J-M Manufacturing Co, Inc. (JM Eagle) P01 life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Inc.(Westlake) Ppelife Jet Stream Pipelife iet Stream GPK Products, Inc. NAPCO(Westlake) Sanderson Pipe Corp. NAPCO(Westlake) Insituform Texark, Inc National Envirotech Group Reynolds hic/hilmer Technolgy (Inliner USA) Cullum Pipe Systems, Inc. Insituform Technologies, Inc. American Pipe & Plastics, Inc. Ultraliner Miller Pipeline Corp. Lamson Vylon Pipe Extrusion Technologies, Inc. Uponor ETI Company Advanced Drainage Systems (ADS) Advanced Drainage Systems (ADS) ConTech Construction Products Model No. SDR-26 SDR-26 Gravity Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Fittings SDR 35 SDR26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Liner, (SPL) Item #27 Inliner Technology Insituf "NuPlpe" Ultrahner PVC Alloy Pipelmer EX Method Carlon Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SaniTne HP Triple Wall Pipe Durmaxx National Spec 1 ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 Water - AnourenM2-10 (07/0 01/18/18 08/28/02 07/23/12 10/27/87 10/27/87 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 01/26/00 0/5/21/12 03/29/22 05/10/11 02/29/12 02/29/12 02/29/12 05/10/11 08/30/06 33-12-10 33-12-10 Double Strap Saddle Double Strap Saddle Double Strap Service Saddle Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves Coated Tapping Saddle with Double SS Straps 33-12-25 Tapping Sleeve (Coated Steel) 33-12-25 (Tapping Sleeve (Coated or Stainless Steel) Tapping Sleeve (Stainless Steel) 33-12-25 Tapping Sleeve (Coated Steel) 33-12-25 Tapping Sleeve (Stainless Steel) 33-12-25 Tapping Sleeve (Stainless Steel) Joint Repair Clamp Plastic Meter Box w/Composite Lid Plastic Meter Box w/Composite Lid Plastic Meter Box w/Composite Lid Concrete Meter Box Concrete Meter Box Concrete Meter Box Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/131 Romac Smith Blair Mueller Company McDonald McDonald Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Mueller Co., Ltd. Mueller Co., Ltd. Mueller Co., Ltd. JCM Industries, Inc. JCM Industries, Inc. JCM Industries, Inc. Powerseal Romac Romac Romac Powerseal DFW Plastics Inc. DFW Plastics Inc. DFW Plastics Inc. Bass & Hays Bass & Hays Bass & Hays 202NS Nylon Coated #317 Nylon Coated Double Strap Saddle DR2S Double (SS) Strap DI Saddle AWWA C800 6100M,6100MT & 610MT 4603B, 4604B, 6100M, 6100TM and 6101M FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL FB600-4-NL, FBI600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL B-25000N, B-24277N-3, B-20200N-3, H- 15000N„ H-1552N, H142276N B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 15000N, H-14276N, H-15525N ANSI/NSF 372 B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, 15530N ANSI/NSF 372 ASTM F 679 ASTM F 679 #406 Double Band SS Saddle 412 Tapping Sleeve ESS 415 Tapping Sleeve 3490AS (Flange) & 3490M1 FTS 420 SST Stainless Steel SST III Stainless Steel 3232 Bell Joint Repair Clamp DFW37C-12-IEPAF FTW DFW39C-12-IEPAF FTW DFW65C-14-IEPAF FTW CMB37-B12 1118 LID-9 CMB-18-Dual 1416 LID-9 CMB65-B65 1527 LID-9 ASTM F 2736 ASTM F 2764 ASTM F 2562 AWWA C800 AWWA C800 AWWA C800 AWWA C800 AWWA C800, ANSF 61, ANSI/NSF 372 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 Size 4" - 15" 4" thru 15" 4" thru 15" 4" thru 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 15" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" Demo. Purpose Only Up to 18" diameter 18" to 48" 18" to 48" 24"-30" 30" to 60" 24" to 72" 1"-2" SVC, up to 24" Pipe 1"-2" SVC, up to 24" Pipe 3/4" and 1" 1A" and2" 2" 1" 1"-2" Taps on up to 12" Up to 30" w/12" Out IConcrete Pipe Only Up to 42" w/24" Out Up to 24" w/12" Out Up to 30" w/12" Out 4" to 30" Class "A" * From Original Standard Products List 3 FORT WORTH., Note: All water o CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. •I 'on Water - Combination Air a ease 33-31-70 (01/08/13) EI-11 Combination Air Release Valve E1-11 E1-11 Combination Air Release Valve Combination Air Release Valve rWater - Dry Barrel Fire Hydrants 33-12-40 (01/154471 10/01/87 03/31/88 09/30/87 01/12/93 08/24/88 09/24/87 10/14/87 01/15/88 10/09/87 09/16/87 08/12/16 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant E-1-12 Dry Barrel Fire Hydrant E1-12 E-1-12 E-1-12 33-12-40 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Manufacturer GA Industries, Inc. Multiplex Manufacturing Co. Valve and Primer Corp. American -Darling Valve American Darling Valve Clow Corporation American AVK Company Clow Corporation ITT Kennedy Valve M&H Valve Company Mueller Company Mueller Company U.S. Pipe & Foundry Waterous Company EJ (East Jordan Iron Works) Model No. National Spec Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts Crispin Air and Vacuum Valves, Model No APCO #143C, #145C and #147C Drawing Nos. 90-18608, 94-18560 AWWA C-502 Shop Drawing No. 94-18791 AWWA C-502 Shop Drawing No. D-19895 AWWA C-502 Model 2700 AWWA C-502 Drawings D20435, D20436, B20506 AWWA C-502 Shoo Drawing No. D-80783FW AWWA C-502 Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 A-423 Centurion AWWA C-502 Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 Shop Drawing No. 960250 AWWA C-502 Shop Drawing No. SK740803 AWWA C-502 WaterMaster 5CD250 Size I"&2" 1/2 1" & 2" 1" 2"&3" 02/05/93 E 101-5 Detector Check Meter 08/05/04 Magnetic Drive Vertical Turbine Ames Company Hersey Model 1000 Detector Check Valve AWWA C550 Magnetic Drive Vertical AWWA C701, Class 1 Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) 01/18/18 3/19/2018 3/19/2018 5/25/2018 5/25/2018 12/6/2018 12/6/2018 9/6/2019 9/6/2019 9/6/2019 9/6/2019 33-11-12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe Vinyltech PVC Pipe Pipelife Jet Stream Pipelife Jet Stream Diamond Plastics Corporation Diamond Plastics Corporation J-M Manufacturing Co., Inc d/b/a JM Eagle J-M Manufacturing Co., Inc d/b/a 1M Eagle Underground Solutions Inc. NAPCO(Westlake) NAPCO(Westlake) Sanderson Pipe Corp. Water - Pines/Valves & Fittinos/Duetile Iron Fittings 33-11-11 (01/08/13 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. * EI-07 Ductile Iron Fittings * EI-07 Ductile Iron Fittings 08/11/98 EI-07 Ductile Iron Fittings 02/26/14 EI-07 MI Fittings 05/14/98 EI-07 Ductile Iron Joint Restraints 05/14/98 E1-24 PVC Joint Restraints 11/09/04 E1-07 Ductile Iron Joint Restraints 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) 08/10/98 E1-07 MI Fittings(DIP) 10/12/10 EI-24 Interior Restrained Joint System 08/16/06 E1-07 Mechanical Joint Fittings 11/07/16 33-11-11 Mechanical Joint Retainer Glands 11/07/16 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands Griffin Pipe Products, Co. McWane/Tyler Pipe/ Union Utilities Division Sigma, Co. Accucast Ford Meter Box Co./Uni-Flange Ford Meter Box Co./Uni-Flange One Bolt, Inc. EBAA Iron, Inc. EBAA Iron, Inc. Sigma, Co. Sigma, Co. Sigma, Co. Sigma, Co. S & B Techncial Products SIP Industries(Serampore) Star Pipe Products, Inc. Star Pipe Products, Inc. SIP Industries(Serampore) SIP Industnes(Serampore) SIP Industnes(Serampore) DR14 DR14 DR18 DR 14 DR 18 DR 14 DR 18 DR14 Fusible PVC DRIB DR14 DR14 Mechanical Joint Fittings Mechanical Joint Fittings Mechanical Joint Fittings, SSB Class 350 Mechanical Joint Fittings, SSB Class 351 Class 350 C-153 MI Fittings Uni-Flange Series 1400 Uni-Flange Series 1500 Circle -Lock One Bolt Restrained Joint Fitting Megalug Series 1100 (for DI Pipe) Megalug Series 2000 (for PVC Pipe) Sigma One-Lok SLC4 - SLCIO Sigma One-Lok SLCS4 - SLCS12 Sigma One-Lok SLCE Sigma One-Lok SLDE Bulldog System ( Diamond Lok 21 & JM Mechanical Joint Fittings PVC Stargrip Series 4000 DIP Stargrip Series 3000 EZ Grip Joint Restraint (EZD) Black For DIP EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe EZ Grip Joint Restraint (EZD) Red for C900 DAB PVC Pipe AWWA C900, AWWA C605, ASTM D1784 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C153&C110 AWWA C 110 AWWA C 153, C 110, C 111 AW WA C 153, C 110, C 112 AWWA C153 AWWA C111/C153 AWWA C111/C153 AWWA C111/C116/C153 AWWA C111/C116/C153 AWWA C111/C116/C153 AWWA C111/C153 AWWA C111/C153 AWWA C111/C153 AWWA C153 ASTM F-1624 AWWA C153 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 4"-12" 4"-12" 16'-24" 4" - 8" 16" -24" 4"- 12" 4" to 36" 4" to 24" 4" to 12" 4" to 42" 4" to 24" 4"to10" 4" to 12" 12" to 24" 4" to 12" 4" to 24" 4"-12" 16'-24" * From Original Standard Products List 4 FORT WORTH., Note: All water o CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. � on Water - Pines/Va ves : Ft ' esilient Seated Gate Valve* 33-12-20 (05/13/151 Manufacturer Model No. National Spec Size 12/13/02 08/31/99 05/18/99 10/24/00 08/05/04 05/23/91 01/24/02 11/08/99 01/23/03 05/13/05 01/31/06 01/28/88 10/04/94 11/08/99 11/29/04 11/30/12 05/08/91 10/26/16 08/24/18 1/11/99 06/12/03 04/06/07 03/19/18 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 Resilient Wedged Gate Valve wino Gears American Flow Control Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Seated Gate Valve Resilient Seated Gate Valve Resilient Seated Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient We eGate Valve Resilient Seat Gate Valve E1-26 Resilient Seated Gate Valve 33-12-20 Resilient Seated Gate Valve Mateo Gate Valve Amencan Flow Control Amercan Flow Control American Flow Control American Flow Control American Flow Control American AVK Company American AVK Company Kennedy M&H Mueller Co. Mueller Co. Mueller Co. Mueller Co. Mueller Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Stockham Valves & Fittings U.S. Pipe and Foundry Co. EJ (East Jordan Iron Works) Matco-Norca Series 2500 Drawing # 94-20247 Series 2530 and Series 2536 Series 2520 & 2524 (SD 94-20255) Series 2516 (SD 94-20247) Series 2500 (Ductile Iron) 42" and 48" AFC 2500 American AVK Resilient Seeded GV Series A2361 (SD 6647) Serves A2360 for 18"-24" (SD 6709) Mueller 30" & 36", C-515 Mueller 42" & 48", C-515 16" RS GV (SD D-20995) Clow RW Valve (SD D-21652) Clow 30" & 36" C-515 Clow Valve Model 2638 Metrosea1250, regmrements SPL #74 FJ FlowMester Gate Valve & Boxes 225 MR AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & mite AWWA/ANSI C115/An21.15 16" 30" and 36" 20" and 24" 16" 4" to 12" 42" and 48" 4" to 12" 20" and smaller 4" - 12" 4" - 12" 4" - 12" 16" 24" and smaller 30" and 36" 42" and 48" 4" - 12" 16" 24" and smaller 30" and 36" (Note 3) 24" to 48" (Note 3) 4" 2„ 3" to 16" 4" to 16" Water - Pioes/Va1ve9'& Fittines/Rubber Seated Butterfly Valy 3-12-21707/10/rITIU EI-30 EI-30 E1-30 E1-30 E1-30 33 12 21 Rubber Seated Butterfly Valve Rubber Seated Butterfly Valve Rubber Seated Butterfly Valve Valmattc American Butterfly Valve Rubber Seated Butterfly Valve Rubber Seated Butterfly Valve Henry Pratt Co. Mueller Co. Dezurik Valves Co. Valmahc Valve and Manufacturing Corp. M&H Valve G. A. Industries (Golden Anderson) Valmatm American Butterfly Valve. M&H Style 4500 & 1450 AWWA C504 Butterfly Valve Water - Polvettvlene Encasement 33-11-10 (01/08/131 05/12/05 05/12/05 05/12/05 09/06/19 3/12/96 El-13 E1-13 E1-13 33-11-11 Polyethylene Encasment Polyethylene Encasment Polyethylene Encasment Polyethylene Encasment Water - Samuline Station 1 Water Sampling Station Flexsol Packaging Mountain States Plastics (MSP) and AEP Ind. AEP Industries Northtown Products Inc. Water Plus Fulton Enterprises Standard Hardware Bullstrong by Cowlown Bolt & Gasket PE Encasement for DIP B20 Water Sampling Station AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C105 AWWA C105 AWWA C105 AWWA C105 Water - Automatic Flusher 10/21/20 04/09/21 04/09/21 Automated Flushing System Automated Flushing System Automated Flushing System Mueller Hydroguard Kupferle Foundry Company Kupf le Foundry Company HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) Eclipse #9800wc Eclipse 49700 (Portable) 24" 24"and smaller 24" and larger Up to 84" diameter 24" to 48" 30"-54" 8 mil LLD 8 mil LLD 8 mil LLD 8 mil LLD * From Original Standard Products List 5 FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Manufacturer Model No. National Spec Size 07/23/97 04/26/00 04/26/00 1/26/99 5/13/05 Water & Sewer - Manholes & Bases/Comnonents 33-39-10 (Rev 2/3/16) 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Urethane Hydrophilic Waterstop Offset Joint for 4' Diam. MH Profile Gasket for 4' Diam. MH. HDPE Manhole Adjustment Rings Manhole External Wrap Asahi Kogyo K.K. Hanson Concrete Products Press -Seal Gasket Corp. Ladtech, Inc Canusa - CPS er - Manholes & Bases/Fiberglass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole 08/30/06 33 39 13 Fiberglass Manhole 08/24/18 08/24/18 08/24/18 08/24/18 10/31/06 7/25/03 01/31/06 11/02/10 07/19/11 08/10/11 Water & Sewer - Manholes & Bases/Frames & 33 05 13 'Manhole Frames and Covers Water & Sewer.- Manholes & Bases/Frames & 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers (Hinged) Manhole Frames and Covers 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover Fluid Containment, Inc. L.F. Manufacturing Adeka Ultra -Seal P-201 Drawing No. 35-0048-001 250-4G Gasket HDPE Adjustment Ring WrapidSeal Manhole Encapsulation System Flowtite Covers/Rectangular 33-05-13 (Rev 2/3/101 Western Iron Works, Bass & Hays Foundry f 1001 Covers/Standard (Round) 33-05-13 (Rev 2/3/16) Western Iron Works, Bass & Hays Foundry McKinley Iron Works Inc. Neenah Foundry Neenah Foundry Neenah Foundry Neenah Foundry Sigma Corporation Sigma Corporation Pont-A-Mousson Neenah Casting Powerseal Saint-Gobain Pipelines (Pamrex/rexus) East Jordan Iron Works Sigma Corporation Star Pipe Products Accucast 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI East Jordan Iron Works SIP Industries 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. 10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 03/08/00 04/20/01 Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers 30024 A 24 AM R-1272 R- 165-LM (Humid) NF 1274 R-1743-LM (Hinged) MH-144N MH-143N GTS-STD Hinged Ductile Iron Manhole RE32-REFS V1432-2 and V1483 Designs MH165IFWN & MH16502 MH32FTWSS-DC 220700 Heavy Duty with Gasket Ring 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket 2280 (32") CAP-ONE-30-FTW, Composite, w/ Lock w/o Haig 32"(30") Frame and Cover 33-05-13 (Rev 2/3/16. Pont-A-Mousson Neenah Casting Westem Iron Works,Bass & Hays Foundry McKinley Iron Works Inc. Accucast (SIP)Serampore Industries Private Ltd. Water & Sewer - Manholes & Bases/Precast Concrete (ley 1/8/13 33 39 10 Manhole, Precast Concrete 33 39 10 Manhole, Precast Concrete 09/23/96 33 39 10 Manhole, Precast Concrete 05/08/18 33 39 10 Manhole, Precast Concrete 10/27/06 33 39 10 Manhole, Precast Concrete 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete 09/06/19 33 39 20 Manhole, Precast Concrete 10/07/21 32 39 20 Manhole, Precast Concrete 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Hydro Conduit Corp Wall Concrete Pipe Co. Inc. Concrete Product Inc. The Turner Company Oldcastle Precast Inc. US Composite Pipe Forterra Pipe and Precast Forterra Pipe and Precast Armorock Predl Systems Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitiou EI-14 Manhole Rehab Systems Ouadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company 5/12/03 E1-14 Manhole Rehab System (Liner) Poly -triplex Technologies 08/30/06 General Concrete Repair FlexKrete Technologies 05/20/96 12/14/01 01/31/06 8/28/2006 08/30/06 aW ter & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious EI-14 Manhole Rehab Systems Sprayron, EI-14 Manhole Rehab Systems Sun Coast Coating for Corrosion protection(Exterior) Coatings for Corrosion Protection Coatings for Corrosion Protection Coatings for Corrosion Protection 33 05 16, 33 39 10, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) ERTECH Chesterton Warren Environmental Citadel Sherwin Williams Pamtight 300-24P WPA24AM RC-2100 300-24-23.75 Ring and Cover SPL Item #49 48" I.D. Manhole w/ 32" Cone 48", 60" I.D. Manhole w/ 32" Cone 48" I.D. Manhole w/ 24" Cone Reinforced Polymer Concrete 60" & 72" I.D. Manhole w/32" Cone 48" I.D. Manhole w/32" Cone 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I.D. Manhole w/32" Cone Refiner MSP Strong Seal MS2A Rehab System MH repair product to stop infiltration Vinyl Polyester Repair Product Spray Wall Polyurethane Coating Series 20230 and 2100 (Asphatic Emulsion) Arc 791, SIHB, SI, S2 S-301 and M-301 SLS-30 Solids Epoxy RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) ASTM D2240/D412/D792 ASTM C-443/C-361 ASTM 3753 ASTM A48 & AASHTO M306 ASTM A48 & AASHTO M306 ASTM A48 & AASHTO M306 ASTM A48 & AASHTO M306 ASTM A536 AASHTO M306-04 ASSHTO M105 & ASTM A536 ASTM A 48 ASTM A 48 ASTM A 48 ASTM C 478 ASTM C-443 ASTM C 478 ASTM C 478 ASTM C 478 ASTM C-76 ASTM C-76 ASTM C-77 ASTM D5813 ASTM D639/D790 Acid Resistance Test SS MH Traffic and Non -traffic area Non -traffic area Non -traffic area 2424"x- 24" Dia. 24" Dia. 24" Dia. 24" Dia. 30" Dia. 30" dia. 24" dia. 24" dia. 24" Dia. 30" Dia. 30" Dia. 30" Dia 30" Dia 30" Dia 30" Dia 30" Dia. 30" Dia. 30" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 48" 48" 48" w/32" cone 48", 60" 48" Diam w 24" Ring 48" to 72" 60" & 72" 48" 48" & 60" 48" & 60" Non Traffic Areas Misc. Use For Exterior Coating of Concrete Structures Only Sewer Applications Sewer Applications Sewer Applications For Exterior Coating of Concrete Structures Only * From Original Standard Products List 1 FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 11. 'on Manufacturer Model No. National Spec Size Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) 09/23/96 09/23/96 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Insert Manhole Insert Manhole Insert Manhole Insert Manhole Insert Water & Sewer - Pine Casing Spacers 33-05-24 (07/01/1 11/04/02 Steel Band Casing Spacers 02/02/93 Stainless Steel Casing Spacer 04/22/87 09/14/10 09/14/10 05/10/11 03/19/18 03/19/18 Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers Stainless Steel Casing Spacer Casing Spacers Casing Spacers Knutson Enterprises South Westem Packaging Noflow-Inflow Southwestern Packing & Seals, Inc. Southwestern Packing & Seals, Inc. Advanced Products and Systems, Inc. Advanced Products and Systems, Inc. Cascade Waterworks Manufacturing Pipeline Seal and Insulator Pipeline Seal and Insulator Powerseal BWM BWM Made to Order - Plastic Made to Order - Plastic Made to Order - Plastic LifeSaver - Stainless Steel TetherLok - Stainless Steel Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing ASTM D 1248 ASTM D 1248 ASTM D 1248 For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) 08/24/18 08/24/18 33 11 10 33 11 10 33 11 10 33 11 10 33 11 10 Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Griffin Pipe Products, Co. American Ductile Iron Pipe Co. American Ductile Iron Pipe Co. U.S. Pipe and Foundry Co. McWane Cast Iron Pipe Co. Super Bell -The Ductile Iron Pressure Pipe, American Fastite Pipe (Bell Spigot) American Flex Ring (Restrained Joint) Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatin 1s/Enoxv 33-39-60 (01/08/131 02n5/02 Epoxy Lining System 12/14/01 Epoxy Lining System 04/14/05 Interior Ductile Iron Pipe Coating 01/31/06 Coatings for Corrosion Protection 8/28/2006 Coatings for Corrosion Protection Sewer - Coatines/Polvurethane Sewer - Combinatio 33-31-70 Air Release Valve 05/25/18 Sewer - Pipes/Concrete EI-04 EI-04 EI-04 EI-04 Conc. Pipe, Reinforced Conc. Pipe, Reinforced Conc. Pipe, Reinforced Conc. Pipe, Reinforced Sauereisen, Inc Ertech Technical Coatings Induron Chesterton Warren Environmental A.R.I. USA, Inc. Wall Concrete Pipe Co. Inc. Hydro Conduit Corporation Hanson Concrete Products Concrete Pipe & Products Co. Inc. Sewer - Pipe Enlarament System (Method)33-31-23 (01/18/13) PIM Corporation McLat Construction Trenchless Replacement System PIM System McConnell Systems TRS Systems Sewer- Pine/Fibernlass Reinforced Pine 33-31-13(1/8 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. 03/22/10 33 31 13 Fiberglass Pipe (FRP) 04/09/21 Glass -Fiber Reinforced Polymer Pipe (FRP) 4/14/05 Polymer Modified Concrete Pipe 06/09/10 EI-9 Reinforced Polymer Concrete Pipe 12/02/11 10/22/14 Sewer - Pines/HDPE 33-31-23(1/8/131 High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe Sewer - Pines/PVC (Pressure Sewer) 33-11-12 (4/1/13) 33-11-12 DR-14 PVC Pressure Pipc 33-11-12 DR-14 PVC Pressure Pipe Ameron Thompson Pipe Group Amitech USA US Composite Pipe Phillips DriscopiPe, Inc. Plexco Inc. Polly Pipe, Inc. CSR Hydro Conduit/Pipeline Systems Pipelife Jetstream Royal Building Products SewerGard 210RS Ertech 2030 and 2100 Series Protecto 401 Arc 791, SIHB, 51, S2 5-301 and M-301 D025LTP02(Composite Body) Class III T&G, SPL Item #77 SPL Itcm #95 Manhole, #98 Pipc Polyethylene Polyethylene Polyethylene Hobas Pipe (Non -Pressure) Bondstrand RPMP Pipe Thompson Pipe (Flowtite) Meyer Polycrete Pipe Reinforced Polymer Concrete Pipe Opticore Ductile Polyethylene Pipe McConnell Pipe Enlargement PVC Pressure Pipe Royal Seal PVC Pressure Pipe AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 LA County #210-1.33 ASTM B-117 Acid Resistance Test ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 PIM Corp., Piscata Way, N.J. Houston, Texas Calgary, Canada ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 ASTM C33, A276, F477 ASTM C-76 ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM D 1248 AWWA C900 AWWA C900 3" then 24" 4" then 30" 4" then 30" Ductile Iron Pipe Only Sewer Applications Sewer Applications Approved Previously Approved Previously Approved Previously 8" to 102", Class V 8- 8- 8- 4" Ihru 12" 4" thru 12" * From Original Standard Products List 2 FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Sewer - Pines/P C - -21 (7/1/13) 33-31-20 PVC Sewer Poe 12/23/97* 01/18/18 11/11/98 09/11/12 05/06/05 04/27/06 3/19/2018 3/19/2018 3/29/2019 10/21/2020 10/22/2020 10/21/2020 I * 05/03/99 05/29/96 11/03/98 12/04/00 06/09/03 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pine 33-31-20 PVC Solid Wall Pipe 33-31-20 PVC Sewer Fittings 33-31-20 PVC Sewer Fittings 33 31 20 PVC Sewer Pipe 33 31 20 PVC Sewer Pyre 33 31 20 Gasketed Fittings (PVC) 33 31 20 PVC Sewer Pipe 33 31 20 PVC Sewer Pipe 33 31 20 PVC Sewer Pipe Cured in Place Pipe Cured in Place Pipe Cured in Place Pipe Sewer - Pines/Rehab/Fold & Form Fold and Form Pipe Fold and Form Pipe Fold and Form Pipe Fold and Form Pipe Fold and Form Pipe Sewer - Pioes/Ooen Profile Larne Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed 09/26/91 E100-2 PVC Sewer Pipe, Ribbed E100-2 PVC Sewer Pipe, Ribbed 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall 05/16/11 Steel Reinforced Polyethylene Pipe Manufacturer J-M Manufacturing Co., Inc. (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plashes Corporation J-M Manufacturing Co, Inc. (JM Eagle) P01 life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Inc.(Westlake) Ppelife Jet Stream Pipelife iet Stream GPK Products, Inc. NAPCO(Westlake) Sanderson Pipe Corp. NAPCO(Westlake) Insituform Texark, Inc National Envirotech Group Reynolds hic/hilmer Technolgy (Inliner USA) Cullum Pipe Systems, Inc. Insituform Technologies, Inc. American Pipe & Plastics, Inc. Ultraliner Miller Pipeline Corp. Lamson Vylon Pipe Extrusion Technologies, Inc. Uponor ETI Company Advanced Drainage Systems (ADS) Advanced Drainage Systems (ADS) ConTech Construction Products Model No. SDR-26 SDR-26 Gravity Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Fittings SDR 35 SDR26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Liner, (SPL) Item #27 Inliner Technology Insituf "NuPlpe" Ultrahner PVC Alloy Pipelmer EX Method Carlon Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SaniTne HP Triple Wall Pipe Durmaxx National Spec 1 ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 Water - AnourenM2-10 (07/0 01/18/18 08/28/02 07/23/12 10/27/87 10/27/87 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 01/26/00 0/5/21/12 03/29/22 05/10/11 02/29/12 02/29/12 02/29/12 05/10/11 08/30/06 33-12-10 33-12-10 Double Strap Saddle Double Strap Saddle Double Strap Service Saddle Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves Coated Tapping Saddle with Double SS Straps 33-12-25 Tapping Sleeve (Coated Steel) 33-12-25 (Tapping Sleeve (Coated or Stainless Steel) Tapping Sleeve (Stainless Steel) 33-12-25 Tapping Sleeve (Coated Steel) 33-12-25 Tapping Sleeve (Stainless Steel) 33-12-25 Tapping Sleeve (Stainless Steel) Joint Repair Clamp Plastic Meter Box w/Composite Lid Plastic Meter Box w/Composite Lid Plastic Meter Box w/Composite Lid Concrete Meter Box Concrete Meter Box Concrete Meter Box Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/131 Romac Smith Blair Mueller Company McDonald McDonald Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Mueller Co., Ltd. Mueller Co., Ltd. Mueller Co., Ltd. JCM Industries, Inc. JCM Industries, Inc. JCM Industries, Inc. Powerseal Romac Romac Romac Powerseal DFW Plastics Inc. DFW Plastics Inc. DFW Plastics Inc. Bass & Hays Bass & Hays Bass & Hays 202NS Nylon Coated #317 Nylon Coated Double Strap Saddle DR2S Double (SS) Strap DI Saddle AWWA C800 6100M,6100MT & 610MT 4603B, 4604B, 6100M, 6100TM and 6101M FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL FB600-4-NL, FBI600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL B-25000N, B-24277N-3, B-20200N-3, H- 15000N„ H-1552N, H142276N B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 15000N, H-14276N, H-15525N ANSI/NSF 372 B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, 15530N ANSI/NSF 372 ASTM F 679 ASTM F 679 #406 Double Band SS Saddle 412 Tapping Sleeve ESS 415 Tapping Sleeve 3490AS (Flange) & 3490M1 FTS 420 SST Stainless Steel SST III Stainless Steel 3232 Bell Joint Repair Clamp DFW37C-12-IEPAF FTW DFW39C-12-IEPAF FTW DFW65C-14-IEPAF FTW CMB37-B12 1118 LID-9 CMB-18-Dual 1416 LID-9 CMB65-B65 1527 LID-9 ASTM F 2736 ASTM F 2764 ASTM F 2562 AWWA C800 AWWA C800 AWWA C800 AWWA C800 AWWA C800, ANSF 61, ANSI/NSF 372 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 Size 4" - 15" 4" thru 15" 4" thru 15" 4" thru 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 15" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" Demo. Purpose Only Up to 18" diameter 18" to 48" 18" to 48" 24"-30" 30" to 60" 24" to 72" 1"-2" SVC, up to 24" Pipe 1"-2" SVC, up to 24" Pipe 3/4" and 1" 1A" and2" 2" 1" 1"-2" Taps on up to 12" Up to 30" w/12" Out IConcrete Pipe Only Up to 42" w/24" Out Up to 24" w/12" Out Up to 30" w/12" Out 4" to 30" Class "A" * From Original Standard Products List 3 FORT WORTH., Note: All water o CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. •I 'on Water - Combination Air a ease 33-31-70 (01/08/13) EI-11 Combination Air Release Valve E1-11 E1-11 Combination Air Release Valve Combination Air Release Valve rWater - Dry Barrel Fire Hydrants 33-12-40 (01/154471 10/01/87 03/31/88 09/30/87 01/12/93 08/24/88 09/24/87 10/14/87 01/15/88 10/09/87 09/16/87 08/12/16 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant E-1-12 Dry Barrel Fire Hydrant E1-12 E-1-12 E-1-12 33-12-40 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Manufacturer GA Industries, Inc. Multiplex Manufacturing Co. Valve and Primer Corp. American -Darling Valve American Darling Valve Clow Corporation American AVK Company Clow Corporation ITT Kennedy Valve M&H Valve Company Mueller Company Mueller Company U.S. Pipe & Foundry Waterous Company EJ (East Jordan Iron Works) Model No. National Spec Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts Crispin Air and Vacuum Valves, Model No APCO #143C, #145C and #147C Drawing Nos. 90-18608, 94-18560 AWWA C-502 Shop Drawing No. 94-18791 AWWA C-502 Shop Drawing No. D-19895 AWWA C-502 Model 2700 AWWA C-502 Drawings D20435, D20436, B20506 AWWA C-502 Shoo Drawing No. D-80783FW AWWA C-502 Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 A-423 Centurion AWWA C-502 Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 Shop Drawing No. 960250 AWWA C-502 Shop Drawing No. SK740803 AWWA C-502 WaterMaster 5CD250 Size I"&2" 1/2 1" & 2" 1" 2"&3" 02/05/93 E 101-5 Detector Check Meter 08/05/04 Magnetic Drive Vertical Turbine Ames Company Hersey Model 1000 Detector Check Valve AWWA C550 Magnetic Drive Vertical AWWA C701, Class 1 Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) 01/18/18 3/19/2018 3/19/2018 5/25/2018 5/25/2018 12/6/2018 12/6/2018 9/6/2019 9/6/2019 9/6/2019 9/6/2019 33-11-12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe Vinyltech PVC Pipe Pipelife Jet Stream Pipelife Jet Stream Diamond Plastics Corporation Diamond Plastics Corporation J-M Manufacturing Co., Inc d/b/a JM Eagle J-M Manufacturing Co., Inc d/b/a 1M Eagle Underground Solutions Inc. NAPCO(Westlake) NAPCO(Westlake) Sanderson Pipe Corp. Water - Pines/Valves & Fittinos/Duetile Iron Fittings 33-11-11 (01/08/13 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. * EI-07 Ductile Iron Fittings * EI-07 Ductile Iron Fittings 08/11/98 EI-07 Ductile Iron Fittings 02/26/14 EI-07 MI Fittings 05/14/98 EI-07 Ductile Iron Joint Restraints 05/14/98 E1-24 PVC Joint Restraints 11/09/04 E1-07 Ductile Iron Joint Restraints 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) 08/10/98 E1-07 MI Fittings(DIP) 10/12/10 EI-24 Interior Restrained Joint System 08/16/06 E1-07 Mechanical Joint Fittings 11/07/16 33-11-11 Mechanical Joint Retainer Glands 11/07/16 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands Griffin Pipe Products, Co. McWane/Tyler Pipe/ Union Utilities Division Sigma, Co. Accucast Ford Meter Box Co./Uni-Flange Ford Meter Box Co./Uni-Flange One Bolt, Inc. EBAA Iron, Inc. EBAA Iron, Inc. Sigma, Co. Sigma, Co. Sigma, Co. Sigma, Co. S & B Techncial Products SIP Industries(Serampore) Star Pipe Products, Inc. Star Pipe Products, Inc. SIP Industries(Serampore) SIP Industnes(Serampore) SIP Industnes(Serampore) DR14 DR14 DR18 DR 14 DR 18 DR 14 DR 18 DR14 Fusible PVC DRIB DR14 DR14 Mechanical Joint Fittings Mechanical Joint Fittings Mechanical Joint Fittings, SSB Class 350 Mechanical Joint Fittings, SSB Class 351 Class 350 C-153 MI Fittings Uni-Flange Series 1400 Uni-Flange Series 1500 Circle -Lock One Bolt Restrained Joint Fitting Megalug Series 1100 (for DI Pipe) Megalug Series 2000 (for PVC Pipe) Sigma One-Lok SLC4 - SLCIO Sigma One-Lok SLCS4 - SLCS12 Sigma One-Lok SLCE Sigma One-Lok SLDE Bulldog System ( Diamond Lok 21 & JM Mechanical Joint Fittings PVC Stargrip Series 4000 DIP Stargrip Series 3000 EZ Grip Joint Restraint (EZD) Black For DIP EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe EZ Grip Joint Restraint (EZD) Red for C900 DAB PVC Pipe AWWA C900, AWWA C605, ASTM D1784 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C153&C110 AWWA C 110 AWWA C 153, C 110, C 111 AW WA C 153, C 110, C 112 AWWA C153 AWWA C111/C153 AWWA C111/C153 AWWA C111/C116/C153 AWWA C111/C116/C153 AWWA C111/C116/C153 AWWA C111/C153 AWWA C111/C153 AWWA C111/C153 AWWA C153 ASTM F-1624 AWWA C153 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 4"-12" 4"-12" 16'-24" 4" - 8" 16" -24" 4"- 12" 4" to 36" 4" to 24" 4" to 12" 4" to 42" 4" to 24" 4"to10" 4" to 12" 12" to 24" 4" to 12" 4" to 24" 4"-12" 16'-24" * From Original Standard Products List 4 FORT WORTH., Note: All water o CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. � on Water - Pines/Va ves : Ft ' esilient Seated Gate Valve* 33-12-20 (05/13/151 Manufacturer Model No. National Spec Size 12/13/02 08/31/99 05/18/99 10/24/00 08/05/04 05/23/91 01/24/02 11/08/99 01/23/03 05/13/05 01/31/06 01/28/88 10/04/94 11/08/99 11/29/04 11/30/12 05/08/91 10/26/16 08/24/18 1/11/99 06/12/03 04/06/07 03/19/18 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 Resilient Wedged Gate Valve wino Gears American Flow Control Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Seated Gate Valve Resilient Seated Gate Valve Resilient Seated Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient We eGate Valve Resilient Seat Gate Valve E1-26 Resilient Seated Gate Valve 33-12-20 Resilient Seated Gate Valve Mateo Gate Valve Amencan Flow Control Amercan Flow Control American Flow Control American Flow Control American Flow Control American AVK Company American AVK Company Kennedy M&H Mueller Co. Mueller Co. Mueller Co. Mueller Co. Mueller Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Stockham Valves & Fittings U.S. Pipe and Foundry Co. EJ (East Jordan Iron Works) Matco-Norca Series 2500 Drawing # 94-20247 Series 2530 and Series 2536 Series 2520 & 2524 (SD 94-20255) Series 2516 (SD 94-20247) Series 2500 (Ductile Iron) 42" and 48" AFC 2500 American AVK Resilient Seeded GV Series A2361 (SD 6647) Serves A2360 for 18"-24" (SD 6709) Mueller 30" & 36", C-515 Mueller 42" & 48", C-515 16" RS GV (SD D-20995) Clow RW Valve (SD D-21652) Clow 30" & 36" C-515 Clow Valve Model 2638 Metrosea1250, regmrements SPL #74 FJ FlowMester Gate Valve & Boxes 225 MR AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & mite AWWA/ANSI C115/An21.15 16" 30" and 36" 20" and 24" 16" 4" to 12" 42" and 48" 4" to 12" 20" and smaller 4" - 12" 4" - 12" 4" - 12" 16" 24" and smaller 30" and 36" 42" and 48" 4" - 12" 16" 24" and smaller 30" and 36" (Note 3) 24" to 48" (Note 3) 4" 2„ 3" to 16" 4" to 16" Water - Pioes/Va1ve9'& Fittines/Rubber Seated Butterfly Valy 3-12-21707/10/rITIU EI-30 EI-30 E1-30 E1-30 E1-30 33 12 21 Rubber Seated Butterfly Valve Rubber Seated Butterfly Valve Rubber Seated Butterfly Valve Valmattc American Butterfly Valve Rubber Seated Butterfly Valve Rubber Seated Butterfly Valve Henry Pratt Co. Mueller Co. Dezurik Valves Co. Valmahc Valve and Manufacturing Corp. M&H Valve G. A. Industries (Golden Anderson) Valmatm American Butterfly Valve. M&H Style 4500 & 1450 AWWA C504 Butterfly Valve Water - Polvettvlene Encasement 33-11-10 (01/08/131 05/12/05 05/12/05 05/12/05 09/06/19 3/12/96 El-13 E1-13 E1-13 33-11-11 Polyethylene Encasment Polyethylene Encasment Polyethylene Encasment Polyethylene Encasment Water - Samuline Station 1 Water Sampling Station Flexsol Packaging Mountain States Plastics (MSP) and AEP Ind. AEP Industries Northtown Products Inc. Water Plus Fulton Enterprises Standard Hardware Bullstrong by Cowlown Bolt & Gasket PE Encasement for DIP B20 Water Sampling Station AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C105 AWWA C105 AWWA C105 AWWA C105 Water - Automatic Flusher 10/21/20 04/09/21 04/09/21 Automated Flushing System Automated Flushing System Automated Flushing System Mueller Hydroguard Kupferle Foundry Company Kupf le Foundry Company HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) Eclipse #9800wc Eclipse 49700 (Portable) 24" 24"and smaller 24" and larger Up to 84" diameter 24" to 48" 30"-54" 8 mil LLD 8 mil LLD 8 mil LLD 8 mil LLD * From Original Standard Products List 5